en-us	11.1.2 The installation site of steel structures shall be arranged with special member stockyard and protection measures shall be taken to avoid deformation and surface contamination of member.
zh-cn	11.1.2 钢结构安装现场应设置专门的构件堆场，并应采取防止构件变形及表面污染的保护措施。

en-us	11.1.2 The layout of the signaling system on the testing track shall meet the requirements of two-way tests of such equipment as ATP and ATO.
zh-cn	11.1.2 试车线信号系统设备的布置，应能满足ATP或ATO等双向试车的需要。

en-us	11.1.2 Where counterfort masonry column is added to strengthen the wall, checking of its bearing capacity and height-thickness ratio shall be carried out according to the requirements of the current national standard GB 50003 Code for Design of Masonry Structures.
zh-cn	11.1.2 增设砌体扶壁柱加固墙体时，其承载力和高厚比的验算应按现行国家标准《砌体结构设计规范》GB 50003的规定进行。

en-us	11.1.3 Before erection, the approaching members shall be checked according to the list of members and the product certificate also shall be checked; when the member subject to the test assembling in the factory is assembled on the site, it shall be carried out according to the test assembling record.
zh-cn	11.1.3 安装前，应按构件明细表核对进场的构件，查验产品合格证；工厂预拼装过的构件在现场组装时，应根据预拼装记录进行。

en-us	11.1.3 Evaluation for construction batch evaluation for a sub-work shall be organized by the construction organization, participated by the project employer organization and supervision organization; the evaluation result shall be jointly endorsed by the employer organization, supervision organization and construction organization.
zh-cn	11.1.3 单位工程施工批次评价应由施工单位组织，项目建设单位和监理单位参加，评价结果应由建设、监理、施工单位三方签认。

en-us	11.1.3 Frozen mortar shall not be used; it is strictly forbidden to stir the frozen mortar with hot water for reuse; water should not be added into the mortar during masonry.
zh-cn	11.1.3 不得使用已冻结的砂浆，严禁用热水掺入冻结砂浆内重新搅拌使用，且不宜在砌筑时的砂浆内掺水。

en-us	11.1.3 The single item debugging of wayside equipment of the testing track shall meet the design requirements and relevant technical requirements.
zh-cn	11.1.3 试车线轨旁设备的单项调试应符合设计和相关技术要求。

en-us	11.1.3 Types of the connection between the roofing and purlin may be classified into: standing seam, buckled and screwed.
zh-cn	11.1.3 屋面板与檩条的连接方式可分为直立缝锁边连接型、扣合式连接型、螺钉连接型。

en-us	11.1.3 Where counterfort masonry column is added in order to improve the wall stability, its height-thickness ratio may be calculated according to the following formula:
zh-cn	11.1.3 当增设砌体扶壁柱用以提高墙体的稳定性时，其高厚比可按下式计算：

en-us	11.1.3 Where the pressure adhesive casting method is adopted to bond steels, anchor bolts shall be adopted to fix the steel plates; during fixation, steel plate washers shall be additional set in order to reserve 2mm clear-passage gap between the steel plate and the existing structure member surface for the purpose of injecting liquid adhesive; and then the construction shall be carried out according to the procedures specified in Chapter 9 of this code.
zh-cn	11.1.3 当采用压力注胶法粘钢时，应采用锚栓固定钢板，固定时，应加设钢垫片，使钢板与原构件表面之间留有约2mm的畅通缝隙，以备压注胶液；然后按本规范第9章规定的程序进行施工。

en-us	11.1.4 Before the member hoisting, foreign bodies such as oil stain, ice/snow, silt and dust on the surface shall be removed; and the axis and elevation shall be well marked.
zh-cn	11.1.4 构件吊装前应清除表面上的油污、冰雪、泥沙和灰尘等杂物，并应做好轴线和标高标记。

en-us	11.1.4 Material property of the roofing and cladding shall meet the following requirements:
zh-cn	11.1.4 屋面及墙面板的材料性能，应符合下列规定：

en-us	11.1.4 The anchor bolts for fixing steel plate shall be chemical anchor bolts rather than expansion anchor bolts.
zh-cn	11.1.4 固定钢板的锚栓，应采用化学锚栓，不得采用膨胀锚栓。

en-us	11.1.4 The enterprises shall make a random inspection for the green construction and evaluate the completion of the green construction objective.
zh-cn	11.1.4 企业应进行绿色施工的随机检查，并对绿色施工目标的完成情况进行评估。

en-us	11.1.4 Where counterfort masonry column is added to strengthen the compression structure member, its bearing capacity shall meet the requirements of the following formula:
zh-cn	11.1.4 当增设砌体扶壁柱加固受压构件时，其承载力应满足下式的要求：

en-us	11.1.4 Where the strength grade of masonry mortar for winter construction of small concrete block is lower than M10, its mortar strength grade shall be improved by one grade than construction under normal temperature.
zh-cn	11.1.4 当混凝土小砌块冬期施工砌筑砂浆强度等级低于 M10时，其砂浆强度等级应比常温施工提高一级。

en-us	11.1.5 The construction environment for externally bonded steel plates shall be in accordance with the following requirements:
zh-cn	11.1.5 外粘钢板的施工环境应符合下列要求：

en-us	11.1.5 The installation of steel structures shall be carried out in reasonable sequence according to the structure characteristics; and it shall form stable space rigid unit; where necessary, temporary structure or temporary measure shall be added.
zh-cn	11.1.5 钢结构安装应根据结构特点按照合理顺序进行，并应形成稳固的空间刚度单元，必要时应增加临时支承结构或临时措施。

en-us	11.1.5 The project department, jointly with employer and supervision organizations shall prepare the improvement measures according to the green construction and the measures shall be carried out by the project department.
zh-cn	11.1.5 项目部会同建设和监理单位应根据绿色施工情况，制定改进措施，由项目部实施改进。

en-us	11.1.5 The thickness of substrate for external plate of roof and wall surface shall be not less than0.45mm and that for internal plate no less than 0.35mm.
zh-cn	11.1.5 屋面及墙面外板的基板厚度不应小于0.45mm，屋面及墙面内板的基板厚度不应小于0.35mm。

en-us	11.1.5 The time for stirring mortar in winter construction shall be increased by (0.5~1.0) time than that under normal temperature, and effective measures shall be taken to reduce thermal loss in the process of stirring, transportation and storage.
zh-cn	11.1.5 冬期施工搅拌砂浆的时间应比常温期增加 （0.5～1.0）倍，并应采取有效措施减少砂浆在搅拌、运输、存放过程中的热量损失。

en-us	11.1.6 Admixture method shall be selected for mortar for winter construction of masonry engineering.
zh-cn	11.1.6 砌筑工程冬期施工用砂浆应选用外加剂法。

en-us	11.1.6 During the calibration for the installation of steel structures, influences of factors such as temperature, sunlight and welding deformation on the structural deformation shall be analyzed.
zh-cn	11.1.6 钢结构安装校正时应分析温度、日照和焊接变形等因素对结构变形的影响。

en-us	11.1.6 For the processing of strengthening with steel plates (including cutting, flattening, correcting, orifice fabricating and verge processing), the construction process control and construction quality inspection shall meet those specified in the current national standard GB 50205 Code for Acceptance of Construction Quality of Steel Structures.
zh-cn	11.1.6 加固用钢板的加工 （包括切割、展平、矫正、制孔和边缘加工等），其施工过程控制和施工质量检验，应符合现行国家标准《钢结构工程施工质量验收规范》GB 50205的规定。

en-us	11.1.6 Roofing shall not serve as the lateral brace of purlin in case of standing seam or buckled connection, while it may serve as lateral brace in case of screw connection.
zh-cn	11.1.6 当采用直立缝锁边连接或扣合式连接时，屋面板不应作为檩条的侧向支撑；当屋面板采用螺钉连接时，屋面板可作为檩条的侧向支撑。

en-us	11.1.6 The project department shall accept the green construction inspection carried out by employer organization, the competent department of government and its entrusting organization.
zh-cn	11.1.6 项目部应接受建设单位、政府主管部门及其委托单位的绿色施工检查。

en-us	11.1.7 During masonry construction, various materials shall be stacked according to their categories and shall be covered.
zh-cn	11.1.7 砌体施工时，应将各种材料按类别堆放，并应进行覆盖。

en-us	11.1.7 During the hoisting of steel structures, special hoisting lug or hoisting hole should be arranged on the member.
zh-cn	11.1.7 钢结构吊装宜在构件上设置专门的吊装耳板或吊装孔。

en-us	11.1.7 Point or strip lighting panel may be arranged on metal plate roof where natural lighting is required for interior building; where strip light panel is adopted, measures of releasing temperature deformation shall be taken.
zh-cn	11.1.7 对房屋内部有自然采光要求时，可在金属板屋面设置点状或带状采光板。当采用带状采光板时，应采取释放温度变形的措施。

en-us	11.1.8 During the installation of steel structures, holing, assembling, welding and coating shall meet the relevant requirements of Chapters 6, 8, 9 and 13 in this Code.
zh-cn	11.1.8 钢结构安装过程中，制孔、组装、焊接和涂装等工序的施工均应符合本规范第6、8、9、13章的有关规定。

en-us	11.1.8 In the process of winter construction, watering of block for moistening shall meet the following requirements:
zh-cn	11.1.8 冬期施工过程中，对块材的浇水湿润应符合下列规定：

en-us	11.1.8 Where metal plate roofing is connected with the matched roof light panel, effective sealant must be adopted in length and width directions and the connection method should be consistent with that between metal plates.
zh-cn	11.1.8 金属板材屋面板与相配套的屋面采光板连接时，必须在长度方向和宽度方向上使用有效的密封胶进行密封，连接方式宜和金属板材之间的连接方式一致。

en-us	11.1.9 "Three-one" masonry method shall be adopted for winter construction of brick masonry.
zh-cn	11.1.9 冬期施工的砖砌体应采用 “三一”砌筑法施工。

en-us	11.1.9 As for material of accessories above the metal roof, aluminum alloy or stainless steel should be preferentially selected, and reliable water-proof measures shall also be taken for connection between roofing.
zh-cn	11.1.9 金属屋面以上附件的材质宜优先采用铝合金或不锈钢，与屋面板的连接要有可靠的防水措施。

en-us	11.1.9 For the member coating damaged in the process of transportation, storage and installation as well as the installation connecting parts, paint repair shall be carried out according to the relevant requirements of Chapter 13 in this Code.
zh-cn	11.1.9 构件在运输、存放和安装过程中损坏的涂层，以及安装连接部位，应按本规范第13章的有关规定补漆。

en-us	11.2 Construction Preparation
zh-cn	11.2 施工准备

en-us	11.2 Construction Requirements
zh-cn	11.2 构造规定

en-us	11.2 Environmental Considerations
zh-cn	11.2 环境因素控制

en-us	11.2 Evaluation Process
zh-cn	11.2 评价程序

en-us	11.2 Hoisting Equipment and Hoisting Mechanism
zh-cn	11.2 起重设备和吊具

en-us	11.2 Installation
zh-cn	11.2 安装

en-us	11.2 Interface Treatment
zh-cn	11.2 界面处理

en-us	11.2 Isolation and Heat Preservation
zh-cn	11.2 保温与隔热

en-us	11.2 Rain Construction
zh-cn	11.2 雨期施工

en-us	11.2.1 Approved products such as tower crane, crawler crane and auto-crane should be adopted for the installation of steel structures.
zh-cn	11.2.1 钢结构安装宜采用塔式起重机、履带吊、汽车吊等定型产品。

en-us	11.2.1 During construction, dust prevention and dust settling measures shall be taken.
zh-cn	11.2.1 施工过程中，应采取防尘、降尘措施。施工现场的主要道路，宜进行硬化处理或采取其他扬尘控制措施。

en-us	11.2.1 Evaluation for green construction of sub-work shall be carried out on the basis of batch evaluation and stage evaluation.
zh-cn	11.2.1 单位工程绿色施工评价应在批次评价和阶段评价的基础上进行。

en-us	11.2.1 Rain construction shall be carried out with combination of local characteristic to prepare special rain construction scheme; rainproof and emergency materials shall be sufficient and technical disclosure shall be made to operating personnel; drainage measures shall be taken at construction site and masonry materials shall be kept from rainwater.
zh-cn	11.2.1 雨期施工应结合本地区特点，编制专项雨期施工方案，防雨应急材料应准备充足，并对操作人员进行技术交底，施工现场应做好排水措施，砌筑材料应防止雨水冲淋。

en-us	11.2.1 The installation of wayside equipment of the testing track shall meet the relevant requirements of Chapter 7 in this Code.
zh-cn	11.2.1 试车线轨旁设备的安装应符合本规范第7章的相关规定。

en-us	11.2.1 The interface (adhesive surface) of existing structure member concrete and stiffener plate, after finishing, shall also be roughened respectively according to those specified in Article 9.3.1 and 9.3.2 of this code.
zh-cn	11.2.1 原构件混凝土及加固钢板的界面 （粘合面）经修整后，尚应分别按本规范第9.3.1条及第9.3.2条的要求进行打毛和糙化处理。

en-us	11.2.1 The section width of new counterfort masonry column shall not be less than 240mm and its thickness shall be greater than or equal to 120mm (Figure 11.2.1) .
zh-cn	11.2.1 新增设扶壁柱的截面宽度不应小于240mm，其厚度不应小于120mm（图11.2.1）。

en-us	11.2.1 The technical preparation shall meet the following requirements:
zh-cn	11.2.1 技术准备应符合下列规定：

en-us	11.2.1 Under the premise of energy saving and environmental protection, isolation and heat preservation materials with smaller heat conductivity coefficient shall be selected for the isolation and heat preservation of the roof and wall surface of light-weight building with gabled frames, which shall be designed in combination with water-proof, damp-proof and fire-proof requirements.
zh-cn	11.2.1 门式刚架轻型房屋的屋面和墙面其保温隔热在满足节能环保要求的前提下，应选用导热系数较小的保温隔热材料，并应结合防水、防潮与防火要求进行设计。

en-us	11.2.2 During construction, reliable noise-reducing measures shall be taken during material handling, construction equipment and equipment operation. The noise level of construction operation within the construction field boundary shall meet the relevant requirements of the current national standard GB 12523 Noise Limits for Construction Site.
zh-cn	11.2.2 施工过程中，应对材料搬运、施工设备和机具作业等采取可靠的降低噪声措施。施工作业在施工场界的噪声级，应符合现行国家标准《建筑施工场界噪声限值》GB 12523的有关规定。

en-us	11.2.2 Evaluation for green construction of sub-work shall be applied in writing by the construction organization and carried out prior to the completion acceptance.
zh-cn	11.2.2 单位工程绿色施工评价应由施工单位书面申请，在工程竣工验收前进行评价。

en-us	11.2.2 For the concrete at the externally bonded steel plate position, the surface water content should not be larger than 4% and shall not be greater than 6%.
zh-cn	11.2.2 外粘钢板部位的混凝土，其表层含水率不宜大于4%，且不应大于6%。

en-us	11.2.2 Rain construction shall meet the following requirements:
zh-cn	11.2.2 雨期施工应符合下列规定：

en-us	11.2.2 The hoisting equipment shall be determined comprehensively according to factors such as performance, structure characteristics, site environment and operation efficiency.
zh-cn	11.2.2 起重设备应根据起重设备性能、结构特点、现场环境、作业效率等因素综合确定。

en-us	11.2.2 The isolation and heat preservation structure of roof and wall surface shall be determined according to heat engineering calculation.
zh-cn	11.2.2 屋面和墙面的保温隔热构造应根据热工计算确定。

en-us	11.2.2 The material and equipment preparation shall meet the following requirements:
zh-cn	11.2.2 材料与设备准备应符合下列规定：

en-us	11.2.2 The strength grade of strengthening block shall be one grade higher than that of the design block of existing structure and shall be greater than or equal to MU15; whole brick (building block) shall be selected for masonry.
zh-cn	11.2.2 加固用的块材强度等级应比原结构的设计块材强度等级提高一级，不得低于MU15；并应选用整砖（砌块）砌筑。

en-us	11.2.3 During construction, light pollution control measures shall be taken.
zh-cn	11.2.3 施工过程中，应采取光污染控制措施。

en-us	11.2.3 Evaluation for green construction of sub-work shall inspect the relevant technical and management materials and listen to the "reports on the overall circumstance of green construction" made by construction organization and then determine the evaluation level for green construction comprehensively.
zh-cn	11.2.3 单位工程绿色施工评价应检查相关技术和管理资料，并应听取施工单位《绿色施工总体情况报告》，综合确定绿色施工评价等级。

en-us	11.2.3 Foundation trench and mortar shall be prevented from watering and rain wash respectively during rain construction and daily masonry height should not exceed 1.2m.
zh-cn	11.2.3 雨期施工时应防止基槽灌水和雨水冲刷砂浆，每天砌筑高度不宜超过1.2m。

en-us	11.2.3 One of the following methods may be adopted for isolation and heat preservation of roof:
zh-cn	11.2.3 屋面保温隔热可采用下列方法之一:

en-us	11.2.3 The construction of the generic cabling system, information network system and other relevant information facility systems shall be completed.
zh-cn	11.2.3 综合布线系统、信息网络系统及其他相关的信息设施系统应施工完毕。

en-us	11.2.3 The hoop composed of double angle and 2φ12mm reinforcement with thread and nut shall be arranged along the wall height at the added counterfort masonry column in order to tie the column to the existing wall; and the hoop spacing shall be less than or equal to 500mm (Figure 11.2.3).
zh-cn	11.2.3 增设扶壁柱处，沿墙高应设置以2φ12mm带螺纹、螺帽的钢筋与双角钢组成的套箍，将扶壁柱与原墙拉结；套箍的间距不应大于500mm（图11.2.3）。

en-us	11.2.3 The testing organization shall also send special personnel to carry out pre-stationing work for bonding quality inspection on site simultaneously with the concrete adhesive surface treatment.
zh-cn	11.2.3 在处理混凝土粘合面的同时，尚应由检测机构派员到现场做粘贴质量检验的预布点工作。

en-us	11.2.3 When the hoisting equipment is required to be attached to or borne by the structure, consent from the design organization shall be obtained and the structural safety shall be checked.
zh-cn	11.2.3 起重设备需要附着或支承在结构上时，应得到设计单位的同意，并应进行结构安全验算。

en-us	11.2.4 Block material, where there is water stain or water on its surface, shall not be used for masonry.
zh-cn	11.2.4 当块材表面存在水渍或明水时，不得用于砌筑。

en-us	11.2.4 Evaluation results for green construction of sub-work shall be filed and recorded in relevant departments.
zh-cn	11.2.4 单位工程绿色施工评价结果应在有关部门备案。

en-us	11.2.4 For position of the existing wall where counterfort masonry column is added, one layer of brick shall be chipped away every other 300mm along the wall height so as to form a horizontal slot (Figure 11.2.4) .
zh-cn	11.2.4 在原墙体需增设扶壁柱的部位，应沿墙高，每隔300mm凿去一皮砖块，形成水平槽口（图11.2.4）。

en-us	11.2.4 Hoisting of the steel structures must be carried out within the rated hoisting capacity of the hoisting equipment.
zh-cn	11.2.4 钢结构吊装作业必须在起重设备的额定起重量范围内进行。

en-us	11.2.4 If it is required to drill anchor hole on the steel plate and concrete, the original steel bar position in the concrete shall be firstly ascertained and then avoid it during lineation positioning; if it is difficult to detect and steel bar obstruction has been found during hole drilling, shifting 2d (d is the drilled diameter) for re-drilling is allowable; however, rebar planting adhesive shall be adopted to fill the abandoned hole.
zh-cn	11.2.4 若需在钢板和混凝土上钻制锚栓孔，应先探明混凝土中原钢筋位置，并在画线定位时予以避让。若探测有困难，且已在钻孔过程中遇到钢筋的障碍，允许移位2d （d为钻孔直径）重钻，但应用植筋胶将废孔填实。

en-us	11.2.4 Measures like settling and oil removal shall be taken to treat the sewage, which shall not be directly discharged, generated during construction.
zh-cn	11.2.4 应采取沉淀、隔油等措施处理施工过程中产生的污水，不得直接排放。

en-us	11.2.4 One of the following methods may be adopted for isolation and heat preservation of exterior wall:
zh-cn	11.2.4 外墙保温隔热可采用下列方法之一:

en-us	11.2.5 After daily masonry of cavity wall with insulation, the upper opening on the wall shall be covered with raincloth.
zh-cn	11.2.5 夹心复合墙每日砌筑工作结束后，墙体上口应采用防雨布遮盖。

en-us	11.2.5 Environmental-friendly release agent should be selected.
zh-cn	11.2.5 宜选用环保型脱模剂。涂刷模板脱模剂时，应防止洒漏。

en-us	11.2.5 Foundation shall be arranged for the counterfort masonry column and be buried the same as the foundation of the existing wall.
zh-cn	11.2.5 扶壁柱应设基础，其埋深应与原墙基础相同。

en-us	11.2.5 Lifting should not be adopted for the hoisting of steel structures.
zh-cn	11.2.5 钢结构吊装不宜采用抬吊。

en-us	11.2.5 The acetone for industrial use shall be applied once to the adhesive surface of steel plate and concrete respectively before bonding the steel plates.
zh-cn	11.2.5 钢板粘贴前，应用工业丙酮擦拭钢板和混凝土的粘合面各一道。

en-us	11.2.6 During construction, oil leakage occurring during the maintenance, operation and storage of construction equipment, machines and tools shall take effective isolation measures and shall not directly pollute soil. Oil leakage shall be collected together and then subjected to innocent treatment.
zh-cn	11.2.6 施工过程中，对施工设备和机具维修、运行、存储时的漏油，应采取有效的隔离措施，不得直接污染土壤。漏油应统一收集并进行无害化处理。

en-us	11.2.6 Hoisting mechanisms such as hoisting rope, belt, shackle and hook shall be qualified in the inspection and be used within the range of the rated permissible load.
zh-cn	11.2.6 用于吊装的钢丝绳、吊装带、卸扣、吊钩等吊具应经检查合格，并应在其额定许用荷载范围内使用。

en-us	11.2.7 The application of concrete admixture and curing agent shall meet the requirements of environmental protection and human health.
zh-cn	11.2.7 混凝土外加剂、养护剂的使用，应满足环境保护和人身健康的要求。

en-us	11.2.8 Effective protective measures shall be taken for operating personnel who may be exposed to hazardous substance during construction.
zh-cn	11.2.8 施工中可能接触有害物质的操作人员应采取有效的防护措施。

en-us	11.2.9 The construction wastes that cannot be reused shall be collected and shall be removed and delivered to the place designated by relevant department. As for the construction wastes which can be reused, their recycle shall be emphasized and keep record appropriately.
zh-cn	11.2.9 不可循环使用的建筑垃圾，应集中收集，并应及时清运至有关部门指定的地点。可循环使用的建筑垃圾，应加强回收利用，并应做好记录。

en-us	11.3 Bonding of Steel Plates
zh-cn	11.3 钢板粘贴施工

en-us	11.3 Design of Roof Drainage
zh-cn	11.3 屋面排水设计

en-us	11.3 Evaluation Material
zh-cn	11.3 评价资料

en-us	11.3 Foundation, Bearing Surface and Embedment Parts
zh-cn	11.3 基础、支承面和预埋件

en-us	11.3 Installation of the Hardware and Software
zh-cn	11.3 硬件和软件安装

en-us	11.3 System Function Test
zh-cn	11.3 系统功能检验

en-us	11.3.1 Before the installation of steel structures, positioning axis, foundation axis and elevation as well as anchor bolts position shall be inspected; and handover and acceptance shall be carried out.
zh-cn	11.3.1 钢结构安装前应对建筑物的定位轴线、基础轴线和标高、地脚螺栓位置等进行检查，并应办理交接验收。

en-us	11.3.1 Evaluation materials for green construction of sub-work shall cover:
zh-cn	11.3.1 单位工程绿色施工评价资料应包括：

en-us	11.3.1 For software installation, software programming and development shall be carried out according to documents for system function and performance, and quality inspection shall be carried out for the application software according to the requirements of Section 6.2 in this code.
zh-cn	11.3.1 软件安装应依据系统功能和系统性能文件进行软件定制开发，并应按本规范第6.2节的规定进行应用软件的质量检查。

en-us	11.3.1 Rectangle or trapezium sections may be adopted for the gutter.
zh-cn	11.3.1 天沟截面形式可采用矩形或梯形。

en-us	11.3.1 The preparation and application of the structural adhesive specially used for bonding shall be carried out according to those specified in the manufacturer's instruction; low speed blender shall be adopted to fully mix while mixing the adhesives; the liquid cement color after mixing shall be uniform without bubbles; measures to prevent the entry of water, oil, dust and other dirt entering shall be taken.
zh-cn	拌合胶粘剂时，应采用低速搅拌机充分搅拌。拌好的胶液色泽应均匀，无气泡，并应采取措施防止水、油、灰尘等杂质混入。

en-us	11.3.1 The system function test of equipment for testing track shall meet the relevant requirements of Sections 15.2 and 17.2 of this Code.
zh-cn	11.3.1 试车线设备的系统功能检验应符合本规范第15.2节和第17.2节相关规定。

en-us	11.3.2 For software installation, system diagram, network topology diagram and equipment layout wiring diagram shall be made according to the network planning and allocation plan and the system function and performance document.
zh-cn	11.3.2 软件安装应依据网络规划和配置方案、系统功能和系统性能文件，绘制系统图、网络拓扑图、设备布置接线图。

en-us	11.3.2 Gutter shall meet the following construction requirements:
zh-cn	11.3.2 天沟应符合下列构造要求：

en-us	11.3.2 Materials for evaluation for green construction shall be filed as required.
zh-cn	11.3.2 绿色施工评价资料应按规定存档。

en-us	11.3.2 The mixed liquid adhesives shall be simultaneously painted on the adhesive surface of steel plate and concrete and the bonding of steel plate and existing structure member shall not be carried out till there is no missing painting; the average thickness of bond line after bonding shall be controlled within 2mm~3mm.
zh-cn	11.3.2 拌好的胶液应同时涂刷在钢板和混凝土粘合面上，经检查无漏刷后即可将钢板与原构件混凝土粘贴；粘贴后的胶层平均厚度应控制在2mm～3mm。

en-us	11.3.2 When the top surface of the foundation is directly regarded as the bearing surface of the column and the embedded steel plate (support) on the top surface of the foundation regarded as the bearing surface of the column, the allowable tolerance of the bearing surface and anchor bolt (anchor) shall meet those specified in Table 11.3.2.
zh-cn	11.3.2 基础顶面直接作为柱的支承面、基础顶面预埋钢板 （或支座）作为柱的支承面时，其支承面、地脚螺栓 （锚栓）的允许偏差应符合表11.3.2的规定。

en-us	11.3.3 As for downpipe, round or square section may be adopted, and metallic coating steel sheet, stainless steel and PVC may be adopted as its material.
zh-cn	11.3.3 落水管的截面形式可采用圆形或方形截面，落水管材料可用金属镀层钢板、不锈钢、PVC等材料。

en-us	11.3.3 Number of all the evaluation sheets shall be arranged in accordance with time sequence.
zh-cn	11.3.3 所有评价表编号均应按时间顺序的流水号排列。

en-us	11.3.3 The installation of such equipment as server and workstation shall meet the requirements of Article 6.2.1 in this code.
zh-cn	11.3.3 服务器、工作站等设备安装应符合本规范第6.2.1条的规定。

en-us	11.3.3 The steel plate surface shall be smooth and the section difference shall transit smoothly without any break angle during bonding.
zh-cn	11.3.3 钢板粘贴时表面应平整，段差过渡应平滑，不得有折角。

en-us	11.3.3 When the steel shim plate is adopted as the bearing of the steel column base, it shall meet the following requirements:
zh-cn	11.3.3 钢柱脚采用钢垫板作支承时，应符合下列规定：

en-us	11.3.4 Installation of anchors and embedment parts shall meet the following requirements:
zh-cn	11.3.4 锚栓及预埋件安装应符合下列规定：

en-us	11.3.4 Software irrelevant with this system shall not be installed and operated in the server and workstation.
zh-cn	11.3.4 服务器和工作站不应安装和运行与本系统无关的软件。

en-us	11.3.4 The pressurizing fixation may adopt: clamp pressurization, anchor bolt (or screw rod) pressurization, support pressurization and so on.
zh-cn	11.3.4 加压固定可选用：夹具加压法、锚栓 （或螺杆）加压法、支顶加压法等。

en-us	11.3.5 The software debugging and modification shall be conducted on dedicated computer, and shall be subjected to version control.
zh-cn	11.3.5 软件调试和修改工作应在专用计算机上进行，并应进行版本控制。

en-us	11.3.5 The steel standard block (Appendix U of this code) shall be bonded at the designated position as specified in Article 11.2.3 of this chapter during bonding of steel plates and shall be pressurized and maintained under the same conditions for the purpose of inspection.
zh-cn	11.3.5 在粘贴钢板施工的同时，应将钢标准块 （本规范附录U）粘贴在本章第11.2.3条指定的位置上，按同条件进行加压和养护，以备检验使用。

en-us	11.3.6 Software at the service end of the system should be allocated as automatic operation mode when starting up.
zh-cn	11.3.6 系统的服务端软件宜配置为开机自动运行方式。

en-us	11.3.6 The line error between the center position of externally bonded steel plate and the design center line position shall not be greater than 5mm; the negative length error shall not be greater than 10mm.
zh-cn	11.3.6 外粘钢板中心位置与设计中心线位置的线偏差不应大于5mm；长度负偏差不应大于10mm。

en-us	11.3.7 The safety measures for software installation shall meet the following specifications:
zh-cn	11.3.7 软件安装的安全措施应符合下列规定：

en-us	11.3.7 Where the maintenance temperature for bonding concrete steel plate is not less than 15℃, the pressurizing clamps and supports may be demounted 24 hours later after solidification; the next procedure may be carried out 72 hours later.
zh-cn	11.3.7 混凝土与钢板粘结的养护温度不低于15℃时，固化24h后即可卸除加压夹具及支撑；72h后可进入下一工序。

en-us	11.4 Inspection of Construction Quality
zh-cn	11.4 施工质量检验

en-us	11.4 Installation of Members
zh-cn	11.4 构件安装

en-us	11.4 Quality Control
zh-cn	11.4 质量控制

en-us	11.4.1 Installation of the steel column shall meet the following requirements:
zh-cn	11.4.1 钢柱安装应符合下列规定：

en-us	11.4.1 Quality control for dominant item shall meet the following requirements:
zh-cn	11.4.1 主控项目的质量控制应符合下列规定：

en-us	11.4.1 The bond quality between steel plate and concrete may be inspected by hammering method or other effective detecting methods.
zh-cn	11.4.1 钢板与混凝土之间的粘结质量可用锤击法或其他有效探测法进行检查。

en-us	11.4.2 Installation of the steel beam shall meet the following requirements:
zh-cn	11.4.2 钢梁安装应符合下列规定：

en-us	11.4.2 Quality control for general item shall meet the following requirements:
zh-cn	11.4.2 一般项目的质量控制应符合下列规定：

en-us	11.4.2 The normal tensile bonding strength between steel plate and the existing structure member concrete shall be in accordance with the requirements of qualified indexes as specified in Article 10.4.2 of this code.
zh-cn	11.4.2 钢板与原构件混凝土间的正拉粘结强度应符合本规范第10.4.2条规定的合格指标的要求。

en-us	11.4.3 Installation of the brace shall meet the following requirements:
zh-cn	11.4.3 支撑安装应符合下列规定：

en-us	11.4.3 The bond line shall be uniform without local over-thickness and over-thinness; the bond line thickness shall be controlled in accordance with (2.5±0.5) mm.
zh-cn	11.4.3 胶层应均匀，无局部过厚、过薄现象；胶层厚度应按（2.5±0.5）mm控制。

en-us	11.4.4 Installation of the truss (roof truss) shall be carried out after the calibration of the steel column is qualified; and it shall meet the following requirements:
zh-cn	11.4.4 桁架 （屋架）安装应在钢柱校正合格后进行，并应符合下列规定：

en-us	11.4.5 Installation of the steel plate shear wall shall meet the following requirements:
zh-cn	11.4.5 钢板剪力墙安装应符合下列规定：

en-us	11.4.6 Installation of joint bearing nodes shall meet the following requirements:
zh-cn	11.4.6 关节轴承节点安装应符合下列规定：

en-us	11.4.7 Installation of the steel casting or cast steel node shall meet the following requirements:
zh-cn	11.4.7 钢铸件或铸钢节点安装应符合下列规定：

en-us	11.4.8 During the hoisting of the heavy combined member that is assembled of multiple members on the ground, the positions and quantity of the hoisting points shall be determined through calculation.
zh-cn	11.4.8 由多个构件在地面组拼的重型组合构件吊装时，吊点位置和数量应经计算确定。

en-us	11.4.9 Post-installation members shall be installed according to requirements of the design document or hoisting conditions and the processing length should be determined through the on-site actual measurement; when welding connection is adopted for the post-installation members and finished structure, measures to minimize the welding deformation and welding residual stress shall be taken.
zh-cn	11.4.9 后安装构件应根据设计文件或吊装工况的要求进行安装，其加工长度宜根据现场实际测量确定；当后安装构件与已完成结构采用焊接连接时，应采取减少焊接变形和焊接残余应力措施。

en-us	11.5 Single-story Steel Structures
zh-cn	11.5 单层钢结构

en-us	11.5 System Debugging
zh-cn	11.5 系统调试

en-us	11.5.1 Hoisting of single-span structure should be carried out from one side of the end span to the other side, from the middle to the both ends or vice versa.
zh-cn	11.5.1 单跨结构宜从跨端一侧向另一侧、中间向两端或两端向中间的顺序进行吊装。

en-us	11.5.1 The debugging preparation shall meet the following requirements:
zh-cn	11.5.1 调试准备应符合下列规定：

en-us	11.5.2 In the process of installation, for the single-story steel structures, temporary braces or stable cables of column shall be timely installed and the installation shall be extended after it forms a stable space structure system, which shall be able to resist the structure self-weight, wind load, snow load, construction load and impact load in the process of hoisting.
zh-cn	11.5.2 单层钢结构在安装过程中，应及时安装临时柱间支撑或稳定缆绳，应在形成空间结构稳定体系后再扩展安装。单层钢结构安装过程中形成的临时空间结构稳定体系应能承受结构自重、风荷载、雪荷载、施工荷载以及吊装过程中冲击荷载的作用。

en-us	11.5.2 In the process of system debugging, the uninterrupted operating software as required by design shall be always in the operation state.
zh-cn	11.5.2 系统调试过程中，设计要求不间断运行的软件应始终处于运行状态。

en-us	11.5.3 The working condition and operating log of the software shall be inspected every day.
zh-cn	11.5.3 软件的工作状态和运行日志应每天进行检查。

en-us	11.5.4 After normal operation of the software and equipment, they shall be subjected to function test.
zh-cn	11.5.4 软件和设备正常运行后，应进行功能测试。

en-us	11.5.5 After function test, they shall be subjected to performance test.
zh-cn	11.5.5 功能测试完成后，应进行性能测试。

en-us	11.5.6 Where operation errors occurring in the process of debugging, or the system function or performance cannot meet the design requirements, the problem reporting sheet for the system debugging shall be filled in.
zh-cn	11.5.6 调试过程中出现运行错误、系统功能或性能不能满足设计要求时，应填写系统问题报告单。

en-us	11.5.7 Before finishing system debugging, all problem reports shall be handled and the problem treatment records for the system shall be filled in.
zh-cn	11.5.7 系统调试结束前应对所有问题报告进行处理，并应填写系统问题处理记录。

en-us	11.5.8 The technical personnel of the users organization shall get involved in the function test and performance test.
zh-cn	11.5.8 用户单位技术人员应参与功能测试和性能测试。

en-us	11.6 Multi-story and Tall Steel Structures
zh-cn	11.6 多层、高层钢结构

en-us	11.6 Self-examination and Test
zh-cn	11.6 自检自验

en-us	11.6.1 Multiple assembly line sections should be divided for installation of the multi-story and tall steel structures with each section of framework as the unit.
zh-cn	11.6.1 多层及高层钢结构宜划分多个流水作业段进行安装，流水段宜以每节框架为单位。

en-us	11.6.1 The application software of the system shall be detected, and the test records and test reports shall be finished.
zh-cn	11.6.1 系统的应用软件应进行检测，并完成检测记录和检测报告。

en-us	11.6.2 Hoisting of the member within the assembly line sections should meet the following requirements:
zh-cn	11.6.2 流水作业段内的构件吊装宜符合下列规定：

en-us	11.6.2 The system shall be subjected to network security detection, and the test records and test reports of the network security system shall be finished.
zh-cn	11.6.2 系统应进行网络安全检测，并完成网络安全系统的检测记录和检测报告。

en-us	11.6.3 Documents for configuration plan and instructions of the equipment and software shall be complete.
zh-cn	11.6.3 设备及软件的配置方案和配置说明文档应齐全。

en-us	11.6.3 Installation calibration of the multi-story and tall steel structures shall be carried out according to the reference column and shall meet the following requirements:
zh-cn	11.6.3 多层及高层钢结构安装校正应依据基准柱进行，并应符合下列规定：

en-us	11.6.4 After system test, all tested users and tested data shall be deleted.
zh-cn	11.6.4 系统检验后应将所有测试用户和测试数据删除。

en-us	11.6.4 During the installation of the multi-story and tall steel structures, relative elevation or design elevation may be adopted to control the story elevation and shall meet the following requirements:
zh-cn	11.6.4 多层及高层钢结构安装时，楼层标高可采用相对标高或设计标高进行控制，并应符合下列规定：

en-us	11.6.5 For the segmented column in the same assembly line section and at the same installation height, the positioning axis of the next segmented column shall be led from the ground, after all the column members are installed, calibrated, connected and qualified in the inspection.
zh-cn	11.6.5 同一流水作业段、同一安装高度的一节柱，当各柱的全部构件安装、校正、连接完毕并验收合格后，应再从地面引放上一节柱的定位轴线。

en-us	11.6.6 For the installation of tall steel structures, corresponding analysis is carried out for the effect of the vertical compressive deformation on the structure; and corresponding measures such as installation elevation presetting and post-connecting member arrangement shall be taken according to structure characteristics and the effect.
zh-cn	11.6.6 高层钢结构安装时应分析竖向压缩变形对结构的影响，并应根据结构特点和影响程度采取预调安装标高、设置后连接构件等相应措施。

en-us	11.7 Long-span Spatial Steel Structures
zh-cn	11.7 大跨度空间钢结构

en-us	11.7 Quality Record
zh-cn	11.7 质量记录

en-us	11.7.1 Installation methods such as spare parts in air, strip/block hoisting, sliding, unit or integral lifting (jacking), integral hoisting, deployable integral lifting and high-level assembling may be adopted for the long-span spatial steel structures according to structure characteristics and site construction conditions.
zh-cn	11.7.1 大跨度空间钢结构可根据结构特点和现场施工条件，采用高空散装法、分条分块吊装法、滑移法、单元或整体提升 （顶升）法、整体吊装法、折叠展开式整体提升法、高空悬拼安装法等安装方法。

en-us	11.7.1 Table B. 0.18 in Appendix B of this code shall be filled for the Information Application System Function Sheet.
zh-cn	11.7.1 信息化应用系统功能表应填写本规范附录B中表B.0.18。

en-us	11.7.2 Division of spatial structure hoisting units shall be determined according to factors such as structure characteristics, transportation mode, hoisting equipment performance and installation site conditions.
zh-cn	11.7.2 空间结构吊装单元的划分应根据结构特点、运输方式、起重设备性能、安装场地条件等因素确定。

en-us	11.7.2 Table B. 0.19 in Appendix B of this code shall be filled in for the Configuration Parameter Records for the Information Application System.
zh-cn	11.7.2 信息化应用系统配置参数记录应填写本规范附录B中表B.0.19。

en-us	11.7.3 Construction of cable (prestress) structures shall meet the following requirements:
zh-cn	11.7.3 索 （预应力）结构施工应符合下列规定：

en-us	11.7.4 For the construction of the long-span spatial steel structures, the influence of the ambient temperature changes on the structure shall be analyzed.
zh-cn	11.7.4 大跨度空间钢结构施工应分析环境温度变化对结构的影响。

en-us	11.8 High-rising Steel Structures
zh-cn	11.8 高耸钢结构

en-us	11.8.1 Installation methods such as spare parts (unit) in the air, integral pulling and lifting (jacking) may be adopted for the high-rising steel structures.
zh-cn	11.8.1 高耸钢结构可采用高空散件 （单元）法、整体起扳法和整体提升 （顶升）法等安装方法。

en-us	11.8.2 When integral pulling is adopted for the installation of the high-rising steel structures, the quantity and positions of the hoisting points shall be determined through calculation and structural safety checking shall be carried out under different construction inclination angles or conditions of the structures in the process of integral pulling.
zh-cn	11.8.2 高耸钢结构采用整体起扳法安装时，提升吊点的数量和位置应通过计算确定，并应对整体起扳过程中结构不同施工倾斜角度或倾斜状态进行结构安全验算。

en-us	11.8.3 When the elevation and axis reference points for the installation of high-rising steel structures pass up, influences of the wind load, ambient temperature and sunlight on the structural deformation shall be analyzed.
zh-cn	11.8.3 高耸钢结构安装的标高和轴线基准点向上传递时，应对风荷载、环境温度和日照等对结构变形的影响进行分析。

en-us	12 Bedroom should be arranged with voice prompt device.
zh-cn	12 居室宜设置语音提示装置。

en-us	12 Building Automation System
zh-cn	12 建筑设备监控系统

en-us	12 CJ 164 Domestic Water Saving Devices
zh-cn	12 《节水型生活用水器具》CJ 164

en-us	12 Construction Strengthening of Masonry Structures
zh-cn	12 砌体结构构造性加固法

en-us	12 Fill compactness requirements shall be met in the backfilling at the cap and around the basement.
zh-cn	12 在承台及地下室周围的回填中，应满足填土密实度要求。

en-us	12 For outdoor branch circuits, RCD shall be installed.
zh-cn	12 室外分支线路应安装剩余电流动作保护器。

en-us	12 GB 12523 Noise Limits for Construction Site
zh-cn	12 《建筑施工场界噪声限值》 GB 12523

en-us	12 GB 50550 Code for Acceptance of Construction Quality of Strengthening Building Structures
zh-cn	12 《建筑结构加固工程施工质量验收规范》GB 50550

en-us	12 GB 50755 Code for Construction of Steel Structures
zh-cn	12 《钢结构工程施工规范》GB 50755

en-us	12 GB/T 10801.1 Molded Polystyrene Foam Board for Thermal Insulation
zh-cn	12 《绝热用模塑聚苯乙烯泡沫塑料》 GB/T 10801.1

en-us	12 GB/T 14902 Ready-mixed concrete
zh-cn	12《预拌混凝土》GB/T 14902

en-us	12 GB/T 21086 Building Curtain Walls
zh-cn	12 《建筑幕墙》 GB/T 21086

en-us	12 GB/T 228.1 Metallic materials-Tensile testing-Part 1: Method of Test at Room Temperature
zh-cn	12 《金属材料 拉伸试验 第1部分：室温试验方法》 GB/T 228.1

en-us	12 GB/T 3183 Masonry Cement
zh-cn	12《砌筑水泥》GB/T 3183

en-us	12 GB/T 50448 Code for Application Technique of Cementitious Grout
zh-cn	12 《水泥基灌浆材料应用技术规范》GB/T 50448

en-us	12 GB/T 7106 Graduations and Test Methods of Air Permeability Watertightness Wind Load Resistance Performance for Building External Windows and Doors
zh-cn	12 《建筑外门窗气密、水密、抗风压性能分级及检测方法》 GB/T 7106

en-us	12 Marking and Reinforcement of Outdoor Signaling Equipment
zh-cn	12 室外设备标识及硬面化

en-us	12 Other relevant documents and records.
zh-cn	12 其他有关文件和记录。

en-us	12 Profiled Metal Plate
zh-cn	12 压型金属板

en-us	12 Protection of Steel Structure from Corrosion
zh-cn	12 钢结构防护

en-us	12 Safety and Environmental Protection
zh-cn	12 安全与环保

en-us	12 Signatures of testing personnel: inspector, recorder and checker.
zh-cn	12 检测人员签字：检验、记录、校核。

en-us	12 Strengthening by Polymer Motar Reinforced with Steel Wire Mesh
zh-cn	12 钢丝绳网片外加聚合物砂浆面层工程

en-us	12 Test reports of concrete specimens;
zh-cn	12 混凝土试件的试验报告；

en-us	12 The galvanized steel pipe should adopt threaded connection, the joint of galvanized steel pipe shall be adopted with dedicated grounding wire clip to fix the jumper, and the cross section of jumper shall not be less than 4 mm 2;
zh-cn	12 镀锌钢管宜采用螺纹连接，镀锌钢管的连接处应采用专用接地线卡固定跨接线，跨接线截面不应小于4mm2；

en-us	12 The insulation resistance among the core wires of AC power line used for the switching system and the insulation resistance between the core wire and the grounding wire shall not be less than 1MΩ;
zh-cn	12 交换系统使用的交流电源线芯线间和芯线对地的绝缘电阻均不得小于1MΩ；

en-us	12 The signal circuit grounding and shield grounding of the instrument and control system shall be share one grounding wire.
zh-cn	12 仪表及控制系统的信号回路接地、屏蔽接地应共用接地。

en-us	12 Uplift pressure;
zh-cn	12 扬压力；

en-us	12 When replacing the wiring board, static protective gloves should be used;
zh-cn	12 在更换插接板时宜使用防静电手套；

en-us	12 Where there are such resources as natural surface water available or shallow underground water available and 100% recharging ensured, surface water or underground water ground source heat pump system may be adopted for cooling and heating.
zh-cn	12 有天然地表水等资源可供利用，或者有可利用的浅层地下水且能保证100%回灌时，可采用地表水或地下水地源热泵系统供冷、供热。

en-us	12# commercial complex in Nanjing has three floors underground and five floors above the ground. The building height is 27.6m.
zh-cn	南京某大型商业综合体12#楼地下3层，地上5层，建筑高度为27.6 m，属超限高层建筑。

en-us	12) Approaching distance from transmission line to approached objects;
zh-cn	12)线路对接近物的接近距离；

en-us	12) Mortar seam width.
zh-cn	12）灰缝宽度。

en-us	12. Adjust the settlement empirical coefficient for pile foundation settlement calculation method through statistical analysis;
zh-cn	12.对桩基沉降计算方法，经统计分析，调整了沉降经验系数；

en-us	12. Chapter 10 "Accidental load" is newly added.
zh-cn	12.增加了第10章“偶然荷载”；

en-us	12.0.1 This Chapter is applicable to construction of profiled metal plate for the composite slab in the story and platform and non-composite slab for permanent concreting form.
zh-cn	12.0.1 本章适用于楼层和平台中组合楼板的压型金属板施工，也适用于作为浇筑混凝土永久性模板用途的非组合楼板的压型金属板施工。

en-us	12.0.10 When any equipment hole is required to be reserved on the profiled metal plate, plasma cutting or hollow drilling shall be used after the concreting, but the flame cutting shall not be adopted.
zh-cn	12.0.10 压型金属板需预留设备孔洞时，应在混凝土浇筑完毕后使用等离子切割或空心钻开孔，不得采用火焰切割。

en-us	12.0.11 When the temporary support is required to be arranged at the construction stage according to the requirements of the design document, it shall be arranged before the concreting and may be removed only after the concrete reaches the specified strength.
zh-cn	12.0.11 设计文件要求在施工阶段设置临时支承时，应在混凝土浇筑前设置临时支承，待浇筑的混凝土强度达到规定强度后方可拆除。

en-us	12.0.2 Before installation of the profiled metal plate, arrangement drawing of profiled metal plates in each story shall be drawn and the drawing shall cover the specification, dimension and quantity of the profiled metal plates; detailed drawing for the bearing structure and connection of major structure as well as the edge-sealing baffle.
zh-cn	12.0.2 压型金属板安装前，应绘制各楼层压型金属板铺设的排板图；图中应包含压型金属板的规格、尺寸和数量，与主体结构的支承构造和连接详图，以及封边挡板等内容。

en-us	12.0.3 Before the installation of the profiled metal plate, the position line of the profiled metal plate shall be marked on the bearing structure.
zh-cn	12.0.3 压型金属板安装前，应在支承结构上标出压型金属板的位置线。

en-us	12.0.4 Special hoisting mechanism shall be adopted for handling and transportation of the profiled metal plate and the steel rope is strictly forbidden to be directly adopted for binding and hoisting.
zh-cn	12.0.4 压型金属板应采用专用吊具装卸和转运，严禁直接采用钢丝绳绑扎吊装。

en-us	12.0.5 Anchoring and bearing length of the profiled metal plate and major structure (steel beam) shall meet the design requirements and shall be greater than or equal to 50mm; spot welding, fillet welding or nail fastening may be adopted for the end anchorage and the layout position shall meet the design requirements.
zh-cn	12.0.5 压型金属板与主体结构 （钢梁）的锚固支承长度应符合设计要求，且不应小于50mm；端部锚固可采用点焊、贴角焊或射钉连接，设置位置应符合设计要求。

en-us	12.0.6 The installation and connection of the profiled metal plate transferred to the floor shall be finished on the same day; if they are still surplus, they shall be fixed on the steel beam or transferred to the ground stockyard.
zh-cn	12.0.6 转运至楼面的压型金属板应当天安装和连接完毕，当有剩余时应固定在钢梁上或转移到地面堆场。

en-us	12.0.7 The surface of the steel beam bearing the profiled metal plate shall be maintained clean and the clearance between the profiled metal plate and the top surface of steel beam shall be controlled within 1mm.
zh-cn	12.0.7 支承压型金属板的钢梁表面应保持清洁，压型金属板与钢梁顶面的间隙应控制在1mm以内。

en-us	12.0.8 When the sealing plate of the edge form is installed, it shall be aligned with the wave pitch of the profiled metal plate and the tolerance is less than or equal to 3mm.
zh-cn	12.0.8 安装边模封口板时，应与压型金属板波距对齐，偏差不大于3mm。

en-us	12.0.9 The profiled metal plate shall be installed flat, smooth and straight and the plate surface shall be free from construction residues and contaminants.
zh-cn	12.0.9 压型金属板安装应平整、顺直，板面不得有施工残留物和污物。

en-us	12.1 Construction Preparation
zh-cn	12.1 施工准备

en-us	12.1 General Requirement
zh-cn	12.1 一般规定

en-us	12.1 General Requirements
zh-cn	12.1 一般规定

en-us	12.1 Safety
zh-cn	12.1 安全

en-us	12.1 Strengthening with Adding Ring Beam
zh-cn	12.1 增设圈梁加固

en-us	12.1.1 During construction of masonry structure engineering, safety disclosure shall be carried out to construction personnel according to the construction scheme and disclosure record shall be made in writing.
zh-cn	12.1.1 砌体结构工程施工中，应按施工方案对施工作业人员进行安全交底，并应形成书面交底记录。

en-us	12.1.1 In addition to the requirements of the current national standard GB 50339 Code forAcceptance of Quality of Intelligent Building Systems and Article 3.3.2 in this code, the material and equipment preparation shall also meet the following requirements:
zh-cn	12.1.1 材料、设备准备除应符合现行国家标准《智能建筑工程质量验收规范》GB 50339和本规范第3.3.2条的规定外，尚应符合下列规定：

en-us	12.1.1 Steel structure of light-weight building with gabled frames shall be subjected to fire resistance and anti-rust design.
zh-cn	12.1.1 门式刚架轻型房屋钢结构应进行防火与防腐设计。

en-us	12.1.1 The outdoor signaling equipment shall be labeled clearly.
zh-cn	12.1.1 室外信号设备应有明确的标识。

en-us	12.1.1 This chapter is applicable to the construction process control and construction quality inspection of strengthening concrete structures or masonry members by polymer motor reinforced with steel wire mesh.
zh-cn	12.1.1 本章适用于以钢丝绳网片外加聚合物砂浆面层加固混凝土构件或砌体构件的施工过程控制和施工质量检验。

en-us	12.1.1 Where ring beam is not provided or its arrangement is not in accordance with the requirements of current design code, or undercut raft has apparent defects at the joint of longitudinal and transverse walls, or integrity of the building is poor, ring beam shall be added.
zh-cn	12.1.1 当无圈梁或圈梁设置不符合现行设计规范要求，或纵横墙交接处咬槎有明显缺陷，或房屋的整体性较差时，应增设圈梁进行加固。

en-us	12.1.10 Scaffold for masonry shall be erected according to the construction scheme passing through the examination and approval, and shall meet the requirements of the current national technical specifications relevant to the safety of scaffold.
zh-cn	12.1.10 砌筑用脚手架应按经审查批准的施工方案搭设，并应符合国家现行相关脚手架安全技术规范的规定。

en-us	12.1.11 Where the operating personnel work on the scaffold, they shall meet the following requirements:
zh-cn	12.1.11 作业人员在脚手架上施工时，应符合下列规定：

en-us	12.1.12 Masonry operation in the high place of building shall meet the relevant requirements of the current professional standard JGJ 80 Technical Code for Safety of High Altitude Operation of Building Construction.
zh-cn	12.1.12 在建筑高处进行砌筑作业时，应符合现行行业标准《建筑施工高处作业安全技术规范》JGJ 80的相关规定。

en-us	12.1.13 Unloading and prepared materials shall not be stacked collectively on the floor and shall not exceed the standard value of the design live load of floor plate.
zh-cn	12.1.13 楼层卸料和备料不应集中堆放，不得超过楼板的设计活荷载标准值。

en-us	12.1.14 Closed enclosure shall be made surrounding the operating floor, guard railing shall be arranged and safety net shall be hung up simultaneously.
zh-cn	12.1.14 作业楼层的周围应进行封闭围护，同时应设置防护栏及张挂安全网。

en-us	12.1.15 Water-proof measures shall be taken during transportation of quick lime and the quick lime shall not be stored and transported together with inflammables and explosives.
zh-cn	12.1.15 生石灰运输过程中应采取防水措施，且不应与易燃易爆物品共同存放、运输。

en-us	12.1.16 Lime leaching pond and water pool shall be arranged with parapet wall or guardrail.
zh-cn	12.1.16 淋灰池、水池应有护墙或护栏。

en-us	12.1.17 For the wall or column on floor plate or roof slab without construction, its permissible free height in the case of unpredictable strong wind shall not exceed those specified in Table 12. 1.
zh-cn	12.1.17 未施工楼层板或屋面板的墙或柱，当可能遇到大风时，其允许自由高度不得超过表12.1.17 的规定。

en-us	12.1.18 Material cutting and chiseling process personnel, mortar mixing operating personnel and handling personnel in field processing area shall wear labor protection articles according to relevant requirements.
zh-cn	12.1.18 现场加工区材料切割、打凿加工人员，砂浆搅拌作业人员以及搬运人员，应按相关要求佩戴好劳动防护用品。

en-us	12.1.19 The fire safety of engineering construction site shall meet the relevant requirements of the current national standard GB 50720 Technical Code for Fire Safety of Construction Site.
zh-cn	12.1.19 工程施工现场的消防安全应符合现行国家标准 《建设工程施工现场消防安全技术规范》GB 50720的有关规定。

en-us	12.1.2 Cast-in-place reinforced concrete ring beam or steel reinforcement mesh-composite cement mortar masonry combination ring beam should be adopted for the external ring beam. Under special circumstances, section steel ring beam may also be adopted.
zh-cn	12.1.2 外加圈梁，宜采用现浇钢筋混凝土圈梁或钢筋网水泥复合砂浆砌体组合圈梁，在特殊情况下，亦可采用型钢圈梁。

en-us	12.1.2 In addition to the requirements of Article 3.3.4 in this code, the construction environment shall also meet the following requirements:
zh-cn	12.1.2 施工环境除符合本规范第3.3.4条的规定外，尚应符合下列规定：

en-us	12.1.2 Reinforcement treatment shall be conducted for the signaling equipment installed on the ground outdoors.
zh-cn	12.1.2 室外安装在地面的信号设备应进行硬面化处理。

en-us	12.1.2 The construction machinery shall be used in accordance with the relevant requirements of the current professional standards JGJ 33 Technical Specification for Safety Operation of Constructional Machinery and JGJ 46 Technical Code for Safety of Temporary Electrification on Construction Site and shall be inspected and maintained regularly.
zh-cn	12.1.2 施工机械的使用，应符合现行行业标准 《建筑机械使用安全技术规程》JGJ 33和《施工现场临时用电安全技术规范》JGJ 46的有关规定，并应定期检查、维护。

en-us	12.1.2 The construction procedures of strengthening by polymer motor reinforced with steel wire mesh shall meet the following requirements:
zh-cn	12.1.2 钢丝绳网片外加聚合物砂浆面层的施工程序应符合下列规定：

en-us	12.1.2 The designed service life of protective layer shall be not less than 5 year; that for steel member difficult to maintain in application shall be not less than 10 years.
zh-cn	12.1.2 钢结构防护层设计使用年限不应低于5年；使用中难以维护的钢结构构件，防护层设计使用年限不应低于10年。

en-us	12.1.3 The environment for strengthening by polymer motor reinforced with steel wire mesh shall be in accordance with the following requirements:
zh-cn	12.1.3 钢丝绳网片外加聚合物砂浆面层工程的施工环境应符合下列要求：

en-us	12.1.3 The external ring beam shall be arranged close to the floor (roof) .
zh-cn	12.1.3 外加圈梁应靠近楼（屋）盖设置。

en-us	12.1.3 The regular inspection and maintenance requirement for steel structure shall be indicated in steel structure design document.
zh-cn	12.1.3 钢结构设计文件中应注明钢结构定期检查和维护要求。

en-us	12.1.3 Where elevator, gantry frame and headframe hoist are adopted for the transportation of materials and equipment, they shall meet the relevant requirements of the current professional standards JGJ 215 Technical Specification for Safety of Installation, Use and Disassembly of Building Hoist in Construction and JGJ 88 Technical Code for Safety of Gantry Frame and Headframe Hoisters; the total weight of one hoisting shall not exceed the rated load or hoisting capacity of machine and measures shall be taken to prevent scattering.
zh-cn	12.1.3 采用升降机、龙门架及井架物料提升机运输材料设备时，应符合现行行业标准 《建筑施工升降机安装、使用、拆卸安全技术规程》JGJ 215和《龙门架及井架物料提升机安全技术规范》JGJ 88的有关规定，且一次提升总重量不得超过机械额定起重或提升能力，并应有防散落、抛洒措施。

en-us	12.1.4 Packing height of vehicle transporting block shall not exceed the carriage and the mortar in vehicle shall be 0.1m lower than the upper opening of carriage.
zh-cn	12.1.4 车辆运输块材的装箱高度不得超出车厢，砂浆车内浆料应低于车厢上口0.1m。

en-us	12.1.4 Where external reinforced concrete ring beam is adopted, the following requirements shall be met:
zh-cn	12.1.4 采用外加钢筋混凝土圈梁时，应符合下列规定：

en-us	12.1.5 Safe passage shall be erected reliably and provided with obvious marks.
zh-cn	12.1.5 安全通道应搭设可靠，并应有明显标识。

en-us	12.1.5 Where steel reinforcement mesh-composite cement mortar masonry combination ring beam is adopted, the following requirements shall be met:
zh-cn	12.1.5 采用钢筋网水泥复合砂浆砌体组合圈梁时，应符合下列规定：

en-us	12.1.6 On-site personnel shall wear safety helmet and fasten safety belt during high-place operation.
zh-cn	12.1.6 现场人员应佩戴安全帽，高处作业时应系好安全带。

en-us	12.1.6 Where steel tie rod is adopted to replace the inside wall ring beam, the following requirements shall be met:
zh-cn	12.1.6 采用钢拉杆代替内墙圈梁时，应符合下列规定：

en-us	12.1.7 Where external reinforced concrete ring beam is connected with the brick wall, the following requirements shall be met:
zh-cn	12.1.7 外加钢筋混凝土圈梁与砖墙的连接，应符合下列规定：

en-us	12.1.7 Where material is manually transported with chute to foundation trench or pit, the altitude difference should not exceed 5m.
zh-cn	12.1.7 采用滑槽向基槽或基坑内人工运送物料时，落差不宜超过5m。

en-us	12.1.8 Materials shall not be stacked within 2.0m of the edge of foundation trench or pit; where materials are stacked beyond 2.0m, the stacking height shall not be greater than 1.5m.
zh-cn	12.1.8 距基槽或基坑边沿2.0m 以内不得堆放物料；当在2.0m以外堆放物料时，堆置高度不应大于1.5m。

en-us	12.1.8 One of the following methods may be adopted for connection between steel tie rod and external reinforced concrete ring beam:
zh-cn	12.1.8 钢拉杆与外加钢筋混凝土圈梁可采用下列方法之一进行连接：

en-us	12.1.9 Before foundation masonry, the stability of side slopes of foundation pit and trench shall be inspected carefully; where collapse danger exists or the support is unfirm, reliable measures shall be taken.
zh-cn	12.1.9 基础砌筑前应仔细检查基坑和基槽边坡的稳定性，当有塌方危险或支撑不牢固时，应釆取可靠措施。

en-us	12.1.9 The specification for angle ring beam shall not be less than L80mm×6mm or L75mm×6mm; the angle ring beam shall be tied to the wall with ordinary bolt every other 1m~1.5m; and the diameter of screw rod shall be greater than or equal to 12mm.
zh-cn	12.1.9 角钢圈梁的规格不应小于∟80mm×6mm或∟75mm×6mm，并应每隔1m～1.5m，与墙体用普通螺栓拉结，螺杆直径不应小于12mm。

en-us	12.2 Design of Fire Resistance
zh-cn	12.2 防火设计

en-us	12.2 Environmental Protection
zh-cn	12.2 环境保护

en-us	12.2 Equipment Installation
zh-cn	12.2 设备安装

en-us	12.2 Equipment Marking
zh-cn	12.2 设备标识

en-us	12.2 Interface Treatment
zh-cn	12.2 界面处理

en-us	12.2 Strengthening with Adding Constructional Column
zh-cn	12.2 增设构造柱加固

en-us	12.2.1 Design of fire resistance and fire endurance limit of steel member shall meet the requirements of the current national standard GB 50016 Code for Fire Protection Design of Buildings to reasonably determine the type and grade for fire resistance of buildings.
zh-cn	12.2.1 钢结构的防火设计、钢结构构件的耐火极限应符合现行国家标准《建筑设计防火规范》GB 50016的规定，合理确定房屋的防火类别与防火等级。

en-us	12.2.1 Environmental protection measures for construction of masonry structure engineering shall be taken in construction site, and clean and environmental-friendly operation mode shall be selected to reduce the environmental impact on the surrounding area.
zh-cn	12.2.1 施工现场应制定砌体结构工程施工的环境保护措施，并应选择清洁环保的作业方式，减少对周边地区的环境影响。

en-us	12.2.1 The concrete surfaces of the existing structure and member shall be cleaned according to the requirements of Article 3.0.4 of this code; and the existing structure member concrete or the weathering and corrosion layers of masonry, rusty scale and corrosion pits of the original steel bar shall be removed according to those specified in Article 3.0.5.
zh-cn	12.2.1 原结构、构件的混凝土表面应按本规范第3.0.4条的要求进行清理，并参照第3.0.5条的要求剔除原构件混凝土或砌体的风化、腐蚀层，除去原钢筋锈层和锈坑。

en-us	12.2.1 The marking color of the outdoor signaling equipment shall meet the following requirements:
zh-cn	12.2.1 室外信号设备标识颜色应符合下列要求：

en-us	12.2.1 The requirements of this section are applicable to the installation of the following building automation system equipment:
zh-cn	12.2.1 本节规定适用于以下建筑设备监控系统设备的安装：

en-us	12.2.1 Where the constructional column is not arranged or its arrangement is not in accordance with requirements of the current design code, cast-in-place reinforced concrete one or steel reinforcement mesh composite cement mortar combination masonry one shall be added.
zh-cn	12.2.1 当无构造柱或构造柱设置不符合现行设计规范要求时，应增设现浇钢筋混凝土构造柱或钢筋网水泥复合砂浆组合砌体构造柱。

en-us	12.2.10 The installation of differential pressure switch for wind pressure shall meet the following requirements:
zh-cn	12.2.10 风压压差开关安装应符合下列规定：

en-us	12.2.10 Where repairing machines and vehicles and replacing oil product, the oil product shall be prevented from sprinkling on the ground or infiltrating into the soil.
zh-cn	12.2.10 机械、车辆检修和更换油品时，应防止油品洒漏在地面或渗入土壤。

en-us	12.2.11 The machine in cutting operating area shall be enclosed to reduce dust and noise emission.
zh-cn	12.2.11 切割作业区域的机械应进行封闭围护，减少扬尘和噪声排放。

en-us	12.2.11 The water flow switch shall be installed vertically on the horizontal pipeline section.
zh-cn	12.2.11 水流开关应垂直安装在水平管段上。

en-us	12.2.12 Measures shall be taken to reduce disturbance to residents during construction.
zh-cn	12.2.12 施工期间应制定减少扰民的措施。

en-us	12.2.12 The installation of water flow sensor shall meet the following requirements:
zh-cn	12.2.12 水流量传感器的安装应符合下列规定：

en-us	12.2.13 The installation of the indoor air quality sensor shall meet the following requirements:
zh-cn	12.2.13 室内空气质量传感器的安装应符合下列规定：

en-us	12.2.14 The installation of the duct type air quality sensor shall meet the following requirements:
zh-cn	12.2.14 风管式空气质量传感器的安装应符合下列规定：

en-us	12.2.15 The installation of the air valve actuator shall meet the following requirements:
zh-cn	12.2.15 风阀执行器的安装应符合下列规定：

en-us	12.2.16 The installation of electric water valve and electricmagnetic valve shall meet the following requirements:
zh-cn	12.2.16 电动水阀、电磁阀的安装应符合下列规定：

en-us	12.2.2 Prior to construction of fire-resistance coating, steel member shall be subjected to rust removal according to the requirements of 12.3 in this Code, and anti-rust primer painting.
zh-cn	12.2.2 防火涂料施工前，钢结构构件应按本规范第12.3节的规定进行除锈，并进行防锈底漆涂装。

en-us	12.2.2 The installation of control center equipment shall meet the following requirements:
zh-cn	12.2.2 控制中心设备的安装应符合下列规定：

en-us	12.2.2 The marking name and number of the outdoor signaling equipment shall be written in compliance with the following requirements:
zh-cn	12.2.2 室外信号设备标识名称及编号书写应符合下列要求：

en-us	12.2.2 The material, construction and arrangement of constructional column shall meet requirements of the current design code.
zh-cn	12.2.2 构造柱的材料、构造、设置部位应符合现行设计规范要求。

en-us	12.2.2 The structural interfacial adhesive (agent) sprayed on the concrete or masonry surface of the existing structure member should be the structural interfacial adhesive (agent) supplied in match with the polymer motor; its performance and quality shall be in accordance with the requirements of this code and the design.
zh-cn	12.2.2 在原构件的混凝土或砌体表面喷涂的结构界面胶 （剂），宜采用与聚合物砂浆配套供应的结构界面胶 （剂）；其性能和质量应符合本规范和设计的规定。

en-us	12.2.2 Where mixing mortar and concrete in construction site, the mixer shall be provided with windproof and soundproof closed enclosure facility; dust removal device should be installed and its noise limit shall conform to the relevant national regulations.
zh-cn	12.2.2 施工现场拌制砂浆及混凝土时，搅拌机应有防风、隔声的封闭围护设施，并宜安装除尘装置，其噪声限值应符合国家有关规定。

en-us	12.2.3 Cement, fly ash, admixture and etc. shall be stored in damp-proof special warehouse difficult of raising dust.
zh-cn	12.2.3 水泥、粉煤灰、外加剂等应存放在防潮且不易扬尘的专用库房。

en-us	12.2.3 Such factors as form, property and thickness of fire-resistance coating shall be determined according to fire endurance limit of steel member.
zh-cn	12.2.3 应根据钢结构构件的耐火极限确定防火涂层的形式、性能及厚度等要求。

en-us	12.2.3 The added constructional column shall be connected with the wall ring beam and tie rod; if the location is inconvenient to the ring beam, measures shall also be taken in order to be reliably connected with the cast-in-place concrete floor (roof).
zh-cn	12.2.3 增设的构造柱应与墙体圈梁、拉杆连接成整体，若所在位置与圈梁连接不便，也应采取措施与现浇混凝土楼（屋）盖可靠连接。

en-us	12.2.3 The installation of control center software shall meet the requirements of Article 6.3.2 in this code.
zh-cn	12.2.3 控制中心软件的安装应符合本规范第6.3.2条的规定。

en-us	12.2.3 The surface water content of the existing structure member shall be in accordance with the construction requirements of polymer motor and interfacial adhesive (agent).
zh-cn	12.2.3 原构件表面的含水率，应符合聚合物砂浆及其界面胶（剂）施工的要求。

en-us	12.2.3 The wayside equipment of the outdoor signaling system may be kept in the original ex-factory color; the equipment name and number shall be marked clearly on the plates attached on the equipment and the meaning of the characters shall be consistent with as-built drawings.
zh-cn	12.2.3 室外信号系统轨旁设备可保留产品出厂时的原有本色；设备名称及编号应在设备体所附铭牌上清晰表示，其字符意义应与竣工图示相符。

en-us	12.2.4 Construction site road and ground of material storage yard should be hardened and cleaned frequently by sprinkling water.
zh-cn	12.2.4 对施工现场道路、材料堆场地面宜进行硬化，并应经常洒水清扫，场地应清洁。

en-us	12.2.4 The bonding strength and compression strength of fire-resistance coating shall meet the design requirements while corresponding inspection method shall meet the requirements of the current national standard GB/T 9978 Fire-resistance Tests-Elements of Building Construction.
zh-cn	12.2.4 防火涂料的粘结强度、抗压强度应满足设计要求，检查方法应符合现行国家标准《建筑构件耐火试验方法》GB/T 9978的规定。

en-us	12.2.4 The color of main cabinet (rack) indoors shall meet the design requirements and some single equipment may be kept in the original ex-factory color, but the color No.adopted for the same type of cabinets shall be consistent; the equipment name and number shall be marked clearly on the plates attached to the equipment and the meaning of characters shall be consistent with as-built drawings; the color of cabling rack (tray) indoors shall be consistent with that of the main cabinet (rack).
zh-cn	12.2.4 室内主体机柜（架）的颜色应符合设计要求，部分单体设备可保留产品出厂时的原有本色，但同类机柜采用的色号应一致；设备名称及编号应在设备体所附铭牌上清晰表示，其字符意义应与竣工图示相符；室内走线架（槽）的颜色应与主体机柜（架）保持一致。

en-us	12.2.4 The installation of field control unit box shall meet the following requirements:
zh-cn	12.2.4 现场控制器箱的安装应符合下列规定：

en-us	12.2.4 Where steel reinforcement mesh composite cement mortar masonry combination constructional column is adopted, the following requirements shall be met:
zh-cn	12.2.4 采用钢筋网水泥复合砂浆砌体组合构造柱时，应符合下列要求：

en-us	12.2.5 If conditions permit, the permanent benchmarks for the installation of equipment should be arranged at the installation position of wayside equipment of the outdoor signaling system.
zh-cn	12.2.5 在条件允许时，宜在室外信号系统轨旁设备的安装位置处，设置永久性设备安装基标。

en-us	12.2.5 The installation of indoor and outdoor temperature/humidity sensors shall meet the following requirements:
zh-cn	12.2.5 室内、外温湿度传感器的安装应符合下列规定：

en-us	12.2.5 Transport vehicle shall be free from sprinkle-losing and its wheels should be cleaned before leaving the construction site.
zh-cn	12.2.5 运输车辆应无遗洒，驶出工地前宜清洗车轮。

en-us	12.2.5 Where fire-resistance structure of wrapped plate is adopted steel member shall be subjected to rust removal and primer/finish coating according to the requirements of 12.3 in this Code; and fire resistance of such structure shall meet the requirements of the current national standard GB 50016 Code for Fire Protection Design of Buildings or determined through test.
zh-cn	12.2.5 采用板材外包防火构造时，钢结构构件应按本规范第12.3节的规定进行除锈，并进行底漆和面漆涂装保护；板材外包防火构造的耐火性能，应符合现行国家标准《建筑设计防火规范》GB 50016的有关规定或通过试验确定。

en-us	12.2.6 In the process of mortar mixing, transportation and use, omissive mortar shall be recycled.
zh-cn	12.2.6 在砂浆搅拌、运输、使用过程中，遗漏的砂浆应回收处理。

en-us	12.2.6 The duct type temperature/humidity sensors shall be installed at the lower part of straight pipe section with stable wind speed.
zh-cn	12.2.6 风管型温湿度传感器应安装在风速平稳的直管段的下半部。

en-us	12.2.6 Where fire-resistance structure of wrapped concrete is adopted, steel member shall be subjected to rust removal, without anti-rust paint; its wrapped concrete thickness and structure requirements shall meet the requirements of the current national standard GB 50016 Code for Fire Protection Design of Buildings.
zh-cn	12.2.6 当采用混凝土外包防火构造时，钢结构构件应进行除锈，不应涂装防锈漆；其混凝土外包厚度及构造要求应符合现行国家标准《建筑设计防火规范》GB 50016的有关规定。

en-us	12.2.7 As for steel member directly bearing vibration, structure reinforcement measures shall be taken where thick coating or wrapped structure is adopted.
zh-cn	12.2.7 对于直接承受振动作用的钢结构构件，采用防火厚型涂层或外包构造时，应采取构造补强措施。

en-us	12.2.7 During high-place operation, material, garbage, dust and waste water shall not be sprinkled.
zh-cn	12.2.7 高处作业时不得扬洒物料、垃圾、粉尘以及废水。

en-us	12.2.7 The installation of water pipe temperature sensor shall meet the following requirements:
zh-cn	12.2.7 水管温度传感器的安装应符合下列规定：

en-us	12.2.8 During construction, construction waste reduction measures shall be taken.
zh-cn	12.2.8 施工过程中，应采取建筑垃圾减量化措施。

en-us	12.2.8 The duct type pressure sensor shall be installed at the upper part of the pipeline and at the upstream pipe section of the temperature measuring point of temperature/humidity sensor.
zh-cn	12.2.8 风管型压力传感器应安装在管道的上半部，并应在温、湿度传感器测温点的上游管段。

en-us	12.2.9 Non-recyclable construction waste shall be collected to the close-type site garbage station and delivered to the site designated by relevant departments.
zh-cn	12.2.9 不可循环使用的建筑垃圾，应收集到现场封闭式垃圾站，并应清运至有关部门指定的地点。

en-us	12.2.9 The water pipe type pressure/differential pressure sensor shall be installed at the upstream pipe section of the pipeline of temperature sensor; where the pressure measuring section is less than 2/3 of the pipeline caliber, it shall be installed at the side or bottom of the pipeline.
zh-cn	12.2.9 水管型压力与压差传感器应安装在温度传感器的管道位置的上游管段，取压段小于管道口径的2/3时，应安装在管道的侧面或底部。

en-us	12.3 Coating
zh-cn	12.3 涂装

en-us	12.3 Installation of Steel Wire Mesh
zh-cn	12.3 钢丝绳网片安装

en-us	12.3 Quality Control
zh-cn	12.3 质量控制

en-us	12.3 Reinforcement
zh-cn	12.3 硬面化

en-us	12.3 Strengthening with Adding Concrete Padstone
zh-cn	12.3 增设梁垫加固

en-us	12.3.1 In the design, the substrate type, surface de-rusting grade, coating structure, coating thickness, coating method, service condition and expected anti-rust life shall be taken into comprehensive consideration to propose reasonable de-rusting method and coating requirements.
zh-cn	12.3.1 设计时应对构件的基材种类、表面除锈等级、涂层结构、涂层厚度、涂装方法、使用状况以及预期耐蚀寿命等综合考虑，提出合理的除锈方法和涂装要求。

en-us	12.3.1 Prior to steel wire mesh installation, a line shall be firstly drawn to calibrate the installation position on the concrete surface of existing structure member, and the meshes shall be tailored according to the calibrated dimension.
zh-cn	12.3.1 安装钢丝绳网片前，应先在原构件混凝土表面画线标定安装位置，并按标定的尺寸在现场裁剪网片。

en-us	12.3.1 The dominant items shall meet the following requirements:
zh-cn	12.3.1 主控项目应符合下列规定：

en-us	12.3.1 The reinforcement scope, the concrete strength for reinforcement and the upper thickness for reinforcement shall meet the design requirements.
zh-cn	12.3.1 硬面化范围、硬面化用混凝土的强度及硬面化的上部厚度应符合设计要求。

en-us	12.3.1 Where the girder underpart masonry is partially crushed or vertical and diagonal cracks partially appear on the girder underpart wall, concrete padstone shall be added for strengthening.
zh-cn	12.3.1 当大梁下砌体被局部压碎或在大梁下墙体出现局部竖向或斜向裂缝时，应增设梁垫进行加固。

en-us	12.3.10 Coating engineering acceptance shall be included in intermediate inspection and completion acceptance.
zh-cn	12.3.10 涂装工程验收应包括在中间检查和竣工验收中。

en-us	12.3.2 For new concrete padstone, its cast-in-place concrete strength grade shall not be less than C20 and precast concrete strength grade shall be greater than or equal to C25 .
zh-cn	12.3.2 新增设的梁垫，其混凝土强度等级，现浇时不应低于C20；预制时不应低于C25。

en-us	12.3.2 The general items shall meet the following requirements:
zh-cn	12.3.2 一般项目应符合下列规定：

en-us	12.3.2 The initial rusting grade, de-rusting method and grade requirement on steel surface shall meet the requirements of the current national standard GB/T 8923.1 Preparation of Steel Substrates before Application of Paints and Related Products-Visual Assessment of Surface Cleanliness-Part 1: Rust Grades and Preparation Grades of Uncoated Steel Substrates and of Steel Substrates after Overall Removal of Previous Coatings.
zh-cn	12.3.2 钢材表面原始锈蚀等级，除锈方法与等级要求应符合现行国家标准《涂覆涂料前钢材表面处理 表面清洁度的目视测定第1部分：未涂覆过的钢材表面和全面清除原有涂层后的钢材表面的锈蚀等级和处理等级》GB/T 8923.1的规定。

en-us	12.3.2 The same stockade and reinforcement treatment should be adopted for the adjacent equipment.
zh-cn	12.3.2 相邻设备宜采用同一个围桩及硬面化处理。

en-us	12.3.2 When installing mesh, one end of the mesh shall be firstly anchored on the calibrated fixed point at the end of the existing structure member and the other end shall be clamped with stretching clamper; besides, stretching devices shall be installed on the latter one so that the meshes may be uniform, flattened and tightened by stretching.
zh-cn	12.3.2 安装网片时，应先将网片的一端锚固在原构件端部标定的固定点上，而网片的另一端则用张拉夹持器夹紧，并在此端安装张拉设备，通过张拉使网片均匀展平、绷紧。

en-us	12.3.3 As for load-bearing member in weak-and middle-corrosion environment, its surface shall be subjected to jet or projectile de-rusting before plant fabrication and coating with de-rusting grade no lower than Sa2; where manual and mechanical de-rusting is adopted on site, the de-rusting grade shall not be lower than St2.
zh-cn	12.3.3 处于弱腐蚀环境和中等腐蚀环境的承重构件，工厂制作涂装前，其表面应采用喷射或抛射除锈方法，除锈等级不应低于Sa2；现场采用手工和动力工具除锈方法，除锈等级不应低于St2。

en-us	12.3.3 Before reinforcement, the soil for earthing up shall be compacted and then reinforced.
zh-cn	12.3.3 硬面化前应先将培土夯实后再进行硬化。

en-us	12.3.3 The method of bracing beam and changing column shall be adopted to add concrete padstone.
zh-cn	12.3.3 增设梁垫应采用“托梁换柱”的方法进行施工。

en-us	12.3.3 The overlapping length along the mesh length direction shall be in accordance with the design requirements where the meshes shall be lengthened; if it is not indicated in the construction drawing, the overlapping length shall not be less than 200mm and shall not be located in the zone with the maximum bending moment.
zh-cn	12.3.3 当网片需要接长时，沿网片长度方向的搭接长度应符合设计规定；若施工图未注明，应取搭接长度不小于200mm，且不应位于最大弯矩区。

en-us	12.3.4 The protection layer thickness of steel wire rope shall be guaranteed by taking control measures where meshes are installed and the control points are allowed to install by thickening 3mm~4mm.
zh-cn	12.3.4 安装网片时，应对钢丝绳保护层厚度采取控制措施予以保证，且允许按加厚3mm～4mm设置控制点。

en-us	12.3.4 The reinforcement surface shall be even, smooth, clean and free from cracks, obvious loss of edge and corner.
zh-cn	12.3.4 硬面化表面应平整光洁、无裂纹，并无明显丢边掉角现象。

en-us	12.3.4 The rust removal and coating engineering of steel structure shall be conducted after the fabrication quality of members is accepted.
zh-cn	12.3.4 钢结构除锈和涂装工程应在构件制作质量经检验合格后进行。

en-us	12.3.5 The error between the center line position and the design center line position of mesh shall not be greater than 10mm; the clear distance error between two groups of latitude ropes of the mesh shall not be greater than 10mm.
zh-cn	12.3.5 网片中心线位置与设计中心线位置的偏差不应大于10mm；网片两组纬绳之间的净间距偏差不应大于10mm。

en-us	12.3.5 Variety of coating material shall be reasonably selected according to classification of environment corrosivity and designed service life of steel structure coating system.
zh-cn	12.3.5 应根据环境侵蚀性分类和钢结构涂装系统的设计使用年限合理选用涂料品种。

en-us	12.3.6 Where environmental corrosion is classified into weak-and middle-corrosion, the total thickness of dry paint film of steel structure indoors and outdoors should not be less than 125μm and 150μm and 20μm~40μm coating thickness should be increased for position outdoors and that with special requirements; as for primer thickness, steel structure indoors should not be less than 50μm while outdoors should not be less than 75μm.
zh-cn	12.3.6 当环境腐蚀作用分类为弱腐蚀和中等腐蚀时，室内外钢结构漆膜干膜总厚度分别不宜小于125μm 和150μm，位于室外和有特殊要求的部位，宜增加涂层厚度20μm～40μm，其中室内钢结构底漆厚度不宜小于50μm，室外钢结构底漆厚度不宜小于75μm。

en-us	12.3.7 Coating shall be conducted in clean environment with appropriate temperature and humidity.
zh-cn	12.3.7 涂装应在适宜的温度、湿度和清洁环境中进行。

en-us	12.3.8 The inspection method for quality and thickness of coating layer shall be in accordance with those specified in current national standard GB 1720 Method of Test for Adhesion of Paint Films or GB/T 9286 Paints and Varnishes-Cross Cut Test for Films, and 1% member quantity shall be randomly taken for inspection and shall be not less than 3 pieces, 3 points for each piece.
zh-cn	12.3.8 涂层质量及厚度的检查方法应按现行国家标准《漆膜附着力测定法》GB 1720或《色漆和清漆 漆膜的划格试验》GB/T 9286的规定执行，并应按构件数的1%抽查，且不应少于3件，每件检测3处。

en-us	12.3.9 The marking, identification and number of the member after completion of coating shall be legible and integral.
zh-cn	12.3.9 涂装完成后，构件的标志、标记和编号应清晰完整。

en-us	12.4 Application of Polymer Motor
zh-cn	12.4 聚合物砂浆面层施工

en-us	12.4 Disassembling and Bonding Partial Masonry
zh-cn	12.4 砌体局部拆砌

en-us	12.4 Requirements of Steel Structure on Anti-rust
zh-cn	12.4 钢结构防腐其他要求

en-us	12.4 System Debugging
zh-cn	12.4 系统调试

en-us	12.4.1 Polymer motor strength grade must meet the design requirements.
zh-cn	12.4.1 聚合物砂浆的强度等级必须符合设计要求。

en-us	12.4.1 Sectional form of solid-web or closed member easy for coating and maintenance should be adopted and closed section shall be sealed; where the bar with binding section is adopted, the gap width between profiled steel shall meet the requirements of coating construction and maintenance.
zh-cn	12.4.1 宜采用易于涂装和维护的实腹式或闭口构件截面形式，闭口截面应进行封闭；当采用缀合截面的杆件时，型钢间的空隙宽度应满足涂装施工和维护的要求。

en-us	12.4.1 The debugging preparation shall meet the following requirements:
zh-cn	12.4.1 调试准备应符合下列规定：

en-us	12.4.1 Where partial cracks on the wall have not affected the bearing and safety after the cracking reasons are investigated clearly, the cracked wall may be partially disassembled and bonded with the whole brick of one grade higher mortar strength.
zh-cn	12.4.1 当墙体局部破裂但在查清其破裂原因后尚未影响承重及安全时，可将破裂墙体局部拆除，并按提高一级砂浆强度等级用整砖填砌。

en-us	12.4.10 According to the design requirements, the workstation shall verify the graphic display function of each operation parameter of the elevator.
zh-cn	12.4.10 根据设计要求，工作站应对电梯的运行各项参数的图形显示功能进行验证。

en-us	12.4.11 The system joint debugging shall meet the following requirements:
zh-cn	12.4.11 系统联调应符合下列规定：

en-us	12.4.2 Surface hot-dip galvanizing or aluminizing and galvanizing should be adopted for anti-rust of such cold-formed thin-wall members as roof purlin, wall beam, diagonal brace and tensioned rod, as well as profiled steel sheet.
zh-cn	12.4.2 对于屋面檩条、墙梁、隅撑、拉条等冷弯薄壁构件，以及压型钢板，宜采用表面热浸镀锌或镀铝锌防腐。

en-us	12.4.2 The debugging of the field control unit shall meet the following requirements:
zh-cn	12.4.2 现场控制器的调试应符合下列规定：

en-us	12.4.2 Where the test blocks are forgotten to take or lost unintentionally, or where there is doubt for the strength test reports on test blocks, supplement measurement shall be carried out according to the on-site test methods specified in Appendix V of this code.
zh-cn	12.4.2 若试块漏取，或不慎丢失，或对试块强度试验报告有怀疑时，应按本规范附录V规定的现场检测方法进行补测。

en-us	12.4.2 Where the wall is disassembled and bonded in sections, some reserved rafts shall be firstly bonded and the horizontal reinforcement shall be embedded to tie with the later bonded part.
zh-cn	12.4.2 分段拆砌墙体时，应先砌部分留槎，并埋设水平钢筋与后砌部分拉结。

en-us	12.4.3 The anti-corrosion requirements for connecting parts and members with hot-dip galvanizing protective measures shall not be lower than those of the main structure, and the same anti-corrosion measures as that of main structure should be adopted after installation; sealing measures shall be taken for gap in environment not lower than weak corrosion.
zh-cn	12.4.3 采用热浸镀锌等防护措施的连接件及构件，其防腐蚀要求不应低于主体结构，安装后宜采用与主体结构相同的防腐蚀措施，连接处的缝隙，处于不低于弱腐蚀环境时，应采取封闭措施。

en-us	12.4.3 The component raw materials of polymer motor shall be put in the blender for intensive mixing in sequence according to 30min of motor dosage before the spraying and plastering of polymer motor surface.
zh-cn	12.4.3 聚合物砂浆面层喷抹施工开始前，应按30min时间的砂浆用量，将聚合物砂浆各组分原料按序置入搅拌机充分搅拌。

en-us	12.4.3 The group control debugging of the cold/heat source system shall meet the following requirements:
zh-cn	12.4.3 冷热源系统的群控调试应符合下列规定：

en-us	12.4.3 Where the wall is partially disassembled and bonded, horizontal raft or straight raft shall not be chipped at joints of new and existing walls; step raft joint shall be made; steel tie is arranged between joints in order to improve the integrity of new and existing walls.
zh-cn	12.4.3 局部拆砌墙体时，新旧墙交接处不得凿水平槎或直槎，应做成踏步槎接缝，缝间设置拉结钢筋以增强新旧的整体性。

en-us	12.4.4 For the spraying and plastering of polymer motor, spray method or artificial smear method may be adopted; however, then it shall be rolled and compacted forcibly. It shall be sprayed and plastered for 3 or 4 coats.
zh-cn	12.4.4 喷抹聚合物砂浆时，可用喷射法，也可采用人工涂抹法，但应用力擀压密实。

en-us	12.4.4 The debugging of the air conditioning unit shall meet the following requirements:
zh-cn	12.4.4 空调机组的调试应符合下列规定：

en-us	12.4.4 Where galvanizing is taken for anti-rust, the double-side zinc coating mass on surface of indoor steel member shall be not less than 275g/m2; that for outdoor member shall be not less than 400g/m2.
zh-cn	12.4.4 采用镀锌防腐时，室内钢构件表面双面镀锌量不应小于275g/m2；室外钢构件表面双面镀锌量不应小于400g/m2。

en-us	12.4.5 After the polymer motor surface is sprayed and plastered, specific personnel shall be assigned to maintain according to the maintenance methods and time specified in current relevant standards and in the manufacturer's instruction.
zh-cn	12.4.5 聚合物砂浆面层喷抹完毕后，应按现行有关标准或产品使用说明书规定的养护方法和时间指派专人进行养护。

en-us	12.4.5 Isolation measures to prevent contact corrosion shall be taken for contact position between different metal materials.
zh-cn	12.4.5 不同金属材料接触的部位，应采取避免接触腐蚀的隔离措施。

en-us	12.4.5 The debugging of the fan coil shall meet the following requirements:
zh-cn	12.4.5 风机盘管的调试应符合下列规定：

en-us	12.4.6 The debugging of the blower/exhaust fan shall meet the following requirements:
zh-cn	12.4.6 送排风机的调试应符合下列规定：

en-us	12.4.7 The debugging of the water supply and drainage system shall meet the following requirements:
zh-cn	12.4.7 给排水系统的调试应符合下列规定：

en-us	12.4.8 The debugging of the power transformation and distribution system shall meet the following requirements:
zh-cn	12.4.8 变配电系统的调试应符合下列规定：

en-us	12.4.9 The debugging of the lighting system shall meet the following requirements:
zh-cn	12.4.9 照明系统的调试应符合下列规定：

en-us	12.5 Inspection of Construction Quality
zh-cn	12.5 施工质量检验

en-us	12.5 Self-examination and Test
zh-cn	12.5 自检自验

en-us	12.5.1 The appearance of polymer motor surface shall be free from serious defects and the dimensional error which may influence the structural performance and use function.
zh-cn	12.5.1 聚合物砂浆面层的外观质量不应有严重缺陷及影响结构性能和使用功能的尺寸偏差。

en-us	12.5.1 The inspection of server and workstation shall meet the following requirements:
zh-cn	12.5.1 服务器、工作站的检验应符合下列规定：

en-us	12.5.10 The inspection of system real-time performance and reliability shall meet the following requirements:
zh-cn	12.5.10 系统实时性、可靠性检验应符合下列规定：

en-us	12.5.2 The effective bond area between the polymer motor surface and the existing structure member concrete shall not be less than 95% of the gross bonding areas of this member.
zh-cn	12.5.2 聚合物砂浆面层与原构件混凝土之间有效粘结面积不应小于该构件总粘结面面积的95%。

en-us	12.5.2 The inspection of field control unit shall meet the following requirements:
zh-cn	12.5.2 现场控制器的检验应符合下列规定：

en-us	12.5.3 The inspection of sensor and actuator shall meet the following requirements:
zh-cn	12.5.3 传感器、执行器的检验应符合下列规定：

en-us	12.5.3 The normal tensile bonding strength between polymer motor surface and the existing structure member concrete shall be in accordance with the requirements of the qualified indexes specified in Table 10.4.2 of this code.
zh-cn	12.5.3 聚合物砂浆面层与原构件混凝土间的正拉粘结强度，应符合本规范表10.4.2规定的合格指标的要求。

en-us	12.5.4 For the inspection on protection layer thickness of the polymer motor surface, rebar detector should be adopted to measure and only 8mm positive error is allowed.
zh-cn	12.5.4 聚合物砂浆面层的保护层厚度检查，宜采用钢筋探测仪测定，且仅允许有8mm的正偏差。

en-us	12.5.4 The group control inspection of cold/heat source system shall meet the following requirements:
zh-cn	12.5.4 冷热源系统的群控检验应符合下列规定：

en-us	12.5.5 As for the spraying and plastering quality of polymer motor surface, no common defect should exist.
zh-cn	12.5.5 聚合物砂浆面层的喷抹质量不宜有一般缺陷。

en-us	12.5.5 The inspection of air conditioning and ventilation system shall meet the following requirements:
zh-cn	12.5.5 空调与通风系统的检验应符合下列规定：

en-us	12.5.6 The allowable dimensional error of polymer motor surface shall meet the following requirements:
zh-cn	12.5.6 聚合物砂浆面层尺寸的允许偏差应符合下列规定：

en-us	12.5.6 The inspection of water supply and drainage system shall meet the following requirements:
zh-cn	12.5.6 给排水系统的检验应符合下列规定：

en-us	12.5.7 The inspection of power transformation and distribution system shall meet the following requirements:
zh-cn	12.5.7 变配电系统的检验应符合下列规定：

en-us	12.5.8 The inspection of public lighting system shall meet the following requirements:
zh-cn	12.5.8 公共照明系统的检验应符合下列要求：

en-us	12.5.9 The inspection of elevator and escalator systems shall meet the following requirements:
zh-cn	12.5.9 电梯、自动扶梯系统的检验应符合下列规定：

en-us	12.6 Quality Record
zh-cn	12.6 质量记录

en-us	12.6.1 Table B. 0.20 in this code shall be filled in for the Test Record of Control Unit Wire Cable.
zh-cn	12.6.1 控制器线缆测试记录应填写本规范表B.0.20。

en-us	12.6.2 Table B. 0.21 in this code shall be filled for the Single Point Debugging Record.
zh-cn	12.6.2 单点调试记录应填写本规范表B.0.21。

en-us	12345 Construction Method of Creating Excellence in Luban Prize of Xi'an Happy Forest Belt
zh-cn	西安市幸福林带鲁班奖创优的12345工作法

en-us	13 A short-circuit protector, overload protector and overvoltage and undervoltage protectors shall be installed on power distribution lines.
zh-cn	13 配电线路应安装短路、过负荷和过欠电压保护器。

en-us	13 Acceptance records of item project;
zh-cn	13 分项工程验收记录；

en-us	13 CJ/T 224 Electronic Remote-Reading Water Meter
zh-cn	13 《电子远传水表》CJ/T 224

en-us	13 Coating
zh-cn	13 涂装

en-us	13 Fabrication
zh-cn	13 制作

en-us	13 Fire Alarm and Control System
zh-cn	13 火灾自动报警系统

en-us	13 GB 12021.3 The Minimum Allowable Value of the Energy Efficiency and Energy Efficiency Grades for Room Air Conditioners
zh-cn	13 《房间空气调节器能效限定值及能效等级》 GB 12021.3

en-us	13 GB 175 Common Portland Cement
zh-cn	13 《通用硅酸盐水泥》GB 175

en-us	13 GB 5101 Fired Common Bricks
zh-cn	13《烧结普通砖》GB 5101

en-us	13 GB/T 10801.2 Rigid Extruded Polystyrene Foam Board for Thermal Insulation (XPS)
zh-cn	13 《绝热用挤塑聚苯乙烯泡沫塑料》 GB/T 10801.2

en-us	13 GB/T 14370 Anchorage, Grip and Coupler for Prestressing Tendons
zh-cn	13 《预应力筋用锚具、夹具和连接器》 GB/T 14370

en-us	13 GB/T 229 Metallic materials-Charpy Pendulum Impact Test Method
zh-cn	13 《金属材料 夏比摆锤冲击试验方法》 GB/T 229

en-us	13 GB/T 25176 Recycled fine aggregate for concrete and mortar
zh-cn	13《混凝土和砂浆用再生细骨料》GB/T 25176

en-us	13 GB/T 700 Carbon Structural Steels
zh-cn	13 《碳素结构钢》GB/T 700

en-us	13 In the areas with multiple energy resources, combined energy may be adopted for cooling and heating.
zh-cn	13 具有多种能源的地区，可采用复合式能源供冷、供热。

en-us	13 Interlocking
zh-cn	13 联锁

en-us	13 JGJ/T 163 Code for Lighting Design of Urban Nightscape
zh-cn	13 《城市夜景照明设计规范》 JGJ/T 163

en-us	13 Masonry Crack Repairing
zh-cn	13 砌体裂缝修补法

en-us	13 Non-galvanized steel pipe shall be adopted sleeve pipe welding, and the sleeve pipe length shall be 1.5~3.0 times of the pipe diameter;
zh-cn	13 非镀锌钢管应采套管焊接，套管长度应为管径的1.5倍～3.0倍；

en-us	13 Strengthening Concrete or Masonry Members by Steel Bar Mesh and Motor Layer
zh-cn	13 砌体或混凝土构件外加钢筋网—砂浆面层工程

en-us	13 The AC power line used in the switching system shall be provided with protective grounding wire;
zh-cn	13 交换系统用的交流电源线应有保护接地线；

en-us	13 The power line shall be avoided being tramped, pulled or dragged.
zh-cn	13 应避免践踏和拉拽电源线。

en-us	13 Wave force;
zh-cn	13 波浪力；

en-us	13) If any damage exists in optical fiber composite overhead ground wire and installation quality of down lead and conjunction box.
zh-cn	13)光纤复合架空地线有否受损，引下线及接续盒的安装质量。

en-us	13. Add the requirements of specific design for underground water control in Grade-A excavation engineering featured by complex hydrogeologic conditions on site, high protection requirement for surrounding environment of foundation pit in high underground water level area;
zh-cn	13.增加对高地下水位地区，当场地水文地质条件复杂，基坑周边环境保护要求高，设计等级为甲级的基坑工程，应进行地下水控制专项设计的要求；

en-us	13. Appendix B "Reduction coefficients for fire engine load considering the thickness of covering soil" is provided.
zh-cn	13.增加了附录B“消防车活荷载考虑覆土厚度影响的折减系数”；

en-us	13.1 Construction Preparation
zh-cn	13.1 施工准备

en-us	13.1 General Requirement
zh-cn	13.1 一般规定

en-us	13.1 General Requirements
zh-cn	13.1 一般规定

en-us	13.1.1 Interlocking equipment test shall include indoor and outdoor single item tests as well as the integrated tests.
zh-cn	13.1.1 联锁试验范围应包括室内单项试验、室外单项试验、综合试验。

en-us	13.1.1 The construction of the fire alarm and control system must be undertaken by the construction organization with corresponding qualification grade.
zh-cn	13.1.1 火灾自动报警系统的施工必须由具有相应资质等级的施工单位承担。

en-us	13.1.1 The requirements of this Chapter are applicable to repair of cracks affecting masonry structure and normal use of structure member; for cracks caused by insufficient bearing capacity, they shall be strengthened according to methods specified in this Code.
zh-cn	13.1.1 本章的规定适用于修补影响砌体结构、构件正常使用性的裂缝，对承载能力不足引起的裂缝，尚应按本规范规定的方法进行加固。

en-us	13.1.1 The sampling re-inspection of steel, inspection and acceptance of welding material and fabrication of steel structure shall be in accordance with those specified in current national standard GB 50205 Code for Acceptance of Construction Quality of Steel Structures and GB 50755 Code for Construction of Steel Structures.
zh-cn	13.1.1 钢材抽样复验、焊接材料检查验收、钢结构的制作应按现行国家标准《钢结构工程施工质量验收规范》GB 50205和《钢结构工程施工规范》GB 50755的规定执行。

en-us	13.1.1 This Chapter is applicable to coating of anti-corrosive paint layer, anticorrosion of metal hot spraying, anticorrosion of hot dipping galvanizing, coating of fire-retardant coating layer.
zh-cn	13.1.1 本章适用于钢结构的油漆类防腐涂装、金属热喷涂防腐、热浸镀锌防腐和防火涂料涂装等工程的施工。

en-us	13.1.1 This chapter is applicable to the construction process control and the construction quality inspection of strengthening masonry members by steel bar meshes and high-strength cement motor layers or concrete members by steel bar meshes and cement composite motor layers.
zh-cn	13.1.1 本章适用于砌体构件外加钢筋网—高强度水泥砂浆面层或混凝土构件外加钢筋网—水泥复合砂浆面层加固的施工过程控制和施工质量检验。

en-us	13.1.2 Anticorrosive coating construction of the steel structure should be carried out after the inspection lots of member assembling/test assembling engineering are qualified in the construction quality acceptance .
zh-cn	13.1.2 钢结构防腐涂装施工宜在构件组装和预拼装工程检验批的施工质量验收合格后进行。

en-us	13.1.2 Repair for cracks of masonry structures shall be designed according to the cracks category, nature and position, and appropriate repair materials, methods and time shall be selected.
zh-cn	13.1.2 砌体结构裂缝的修补应根据其种类、性质及出现的部位进行设计，选择适宜的修补材料、修补方法和修补时间。

en-us	13.1.2 Steel, auxiliary materials as well as connecting and coating material adopted for steel structures shall be provided with quality certificate document, and shall be in accordance with those specified in design documents and relevant current national standards.
zh-cn	13.1.2 钢结构所采用的钢材、辅材、连接和涂装材料应具有质量证明书，并应符合设计文件和国家现行有关标准的规定。

en-us	13.1.2 The construction procedures of strengthening concrete or masonry members by steel bar meshes and motor layers shall meet the following requirements:
zh-cn	13.1.2 砌体或混凝土构件外加钢筋网—砂浆面层的施工程序应符合下列规定：

en-us	13.1.2 The interlocking equipment test shall be determined according to the route interlocking table provided during the design and relevant technical requirements.
zh-cn	13.1.2 联锁试验应根据设计提供的进路联锁表及相关技术要求确定。

en-us	13.1.2 Where the fire alarm and control system is integrated with the emergency command system and intelligentized integration system, it shall provide communication interface and protocol to external users and shall meet the requirements of Article 15.1.1 in this code.
zh-cn	13.1.2 火灾自动报警系统与应急指挥系统和智能化集成系统进行集成时，应对外提供通信接口和通信协议，并应符合本规范第15.1.1条的规定。

en-us	13.1.3 Normally, cracks shall be repaired by filler, grout, external mesh and replacement, and these methods may be applied in combination where it is necessary for the engineering.
zh-cn	13.1.3 常用的裂缝修补方法应有填缝法、压浆法、外加网片法和置换法等。根据工程的需要，这些方法尚可组合使用。

en-us	13.1.3 Prior to fabrication of steel member, processing document shall be prepared to establish reasonable process flow and develop quality assurance system according to the requirements of design document and construction detail drawing, and technical conditions of fabricating organization.
zh-cn	13.1.3 钢构件在制作前，应根据设计文件、施工详图的要求和制作单位的技术条件编制加工工艺文件，制定合理的工艺流程和建立质量保证体系。

en-us	13.1.3 The coating of fire-retardant coating layer for the steel structure shall be carried out after the inspection lots of the installation engineering and anticorrosive coating engineering are qualified in the construction quality acceptance.
zh-cn	13.1.3 钢结构防火涂料涂装施工应在钢结构安装工程和防腐涂装工程检验批施工质量验收合格后进行。

en-us	13.1.3 The material and equipment preparation shall meet the following requirements:
zh-cn	13.1.3 材料与设备准备应符合下列规定：

en-us	13.1.4 After the masonry cracks are repaired, the wall is plastered according to the requirements of the current national standard GB 50210 Code for Construction Quality Acceptance of Building Decoration.
zh-cn	13.1.4 砌体裂缝修补后，其墙面抹灰的做法应符合现行国家标准《建筑装饰装修工程质量验收规范》GB 50210的有关规定。

en-us	13.1.4 The construction process and technology of the anticorrosive coating engineering and fire-retardant coating engineering shall meet the requirements of this Code, design document, the coating product instruction as well as those of the national current relevant product standards.
zh-cn	13.1.4 钢结构防腐涂装工程和防火涂装工程的施工工艺和技术应符合本规范、设计文件、涂装产品说明书和国家现行有关产品标准的规定。

en-us	13.1.5 Before the coating of anticorrosive coating layer, surface treatment shall be carried out for the steel materials according to requirements of this Code and design document.
zh-cn	13.1.5 防腐涂装施工前，钢材应按本规范和设计文件要求进行表面处理。

en-us	13.1.6 Quality acceptance shall be carried out for the coating of anti-corrosive paint layer and coating of fire-retardant coating layer according to the relevant requirements of the current national standard GB 50205 Code for Acceptance of Construction Quality of Steel Structures.
zh-cn	13.1.6 油漆类防腐涂料涂装工程和防火涂料涂装工程，应按现行国家标准《钢结构工程施工质量验收规范》GB 50205的有关规定进行质量验收。

en-us	13.1.7 Quality acceptance may be carried out for the anticorrosion of metal hot spraying and anticorrosion of hot dipping galvanizing according to the relevant requirements of the current national standards GB/T 9793 Metallic and Other Inorganic Coatings-Thermal Spraying-Zinc, Aluminum and Their Alloys and GB/T 11373 The General Principle of Surface Preparation of Metallic Substrate for Thermal Spraying.
zh-cn	13.1.7 金属热喷涂防腐和热浸镀锌防腐工程，可按现行国家标准《金属和其他无机覆盖层 热喷涂 锌、铝及其合金》GB/T 9793和《热喷涂金属件表面预处理通则》GB/T 11373等有关规定进行质量验收。

en-us	13.1.8 Coating systems for the member surface shall be compatible with each other.
zh-cn	13.1.8 构件表面的涂装系统应相互兼容。

en-us	13.1.9 During the coating, corresponding environmental protection and labor protection measures shall be taken.
zh-cn	13.1.9 涂装施工时，应采取相应的环境保护和劳动保护措施。

en-us	13.2 Equipment Installation
zh-cn	13.2 设备安装

en-us	13.2 Indoor Single Item Test
zh-cn	13.2 室内单项试验

en-us	13.2 Interface Treatment
zh-cn	13.2 界面处理

en-us	13.2 Masonry Crack Repairing by Filler
zh-cn	13.2 填缝法

en-us	13.2 Processing of Steel Member
zh-cn	13.2 钢构件加工

en-us	13.2 Surface Treatment
zh-cn	13.2 表面处理

en-us	13.2.1 Cracks and damages discovered during the cleaning and finishing processes of the existing structures and members shall be repaired one by one.
zh-cn	13.2.1 在清理、修整原结构、构件过程中发现的裂缝和损伤，应逐个予以修补。

en-us	13.2.1 In addition to the requirements of Section 3.2 in GB 50166-2007Code for Installation and Acceptance of Fire Alarm System and the requirements of Chapter 4 in this code, the bridge and pipeline laying shall also meet the following requirements:
zh-cn	13.2.1 桥架、管线敷设除应执行现行国家标准《火灾自动报警系统施工及验收规范》GB 50166-2007第3.2节的规定和本规范第4章的规定外，尚应符合下列规定：

en-us	13.2.1 Material setting out, marking off, cutting as well as indication shall be in accordance with the design and technology requirements.
zh-cn	13.2.1 材料放样、号料、切割、标注时应根据设计和工艺要求进行。

en-us	13.2.1 Repairing by filler is applicable to treatment of cracks with width greater than 0.5mm in masonry.
zh-cn	13.2.1 填缝法适用于处理砌体中宽度大于0.5mm的裂缝。

en-us	13.2.1 The function test of computer and external equipment shall meet the design requirements and relevant technical requirements.
zh-cn	13.2.1 计算机及外部设备功能性试验应符合设计和相关技术要求。

en-us	13.2.1 When the member adopts anticorrosive coating, the surface derusting grade may be in accordance with the relevant requirements of the design document and the current national standard GB 8923 Rust Grades and Preparation Grades of Steel Surfaces before Application of Paints and Related Products; mechanical derusting and manual derusting methods are adopted for the treatment.
zh-cn	13.2.1 构件采用涂料防腐涂装时，表面除锈等级可按设计文件及现行国家标准 《涂装前钢材表面锈蚀等级和除锈等级》GB 8923的有关规定，采用机械除锈和手工除锈方法进行处理。

en-us	13.2.2 Before repairing of cracks, plastering layers on surface of clean cracks shall be cleared, and then a U-slot is excavated along the cracks.
zh-cn	13.2.2 修补裂缝前，首先应剔凿干净裂缝表面的抹灰层，然后沿裂缝开凿U形槽。

en-us	13.2.2 In addition to the requirements in Sections 3.3~3.10 in the current national standard GB50166-2007 Code for Installation and Acceptance of Fire Alarm System, the equipment installation shall also meet the following requirements:
zh-cn	13.2.2 设备安装除应执行现行国家标准《火灾自动报警系统施工及验收规范》GB 50166-2007第3.3节～第3.10节的规定外，尚应符合下列规定：

en-us	13.2.2 Such welding materials as welding electrode and welding wire shall be cleanly and intactly stacked in dry welding materials storeroom classified according to material, type and specification.
zh-cn	13.2.2 焊条、焊丝等焊接材料应根据材质、种类、规格分类堆放在干燥的焊材储藏室，保持完好整洁。

en-us	13.2.2 Surface roughness of the member may be selected, on the basis of the different undercoats and derusting grades, according to those specified in Table 13.2.2; and it shall be in accordance with the relevant requirements of the current national standard GB/T 13288 The Assessment of Profile Grades of Steel Surface before Application of Paint and Related Products-Comparator.
zh-cn	13.2.2 构件的表面粗糙度可根据不同底涂层和除锈等级按表13.2.2进行选择，并应按现行国家标准 《涂装前钢材表面粗糙度等级的评定（比较样块法）》GB/T 13288的有关规定执行。

en-us	13.2.2 The test of power supply equipment shall meet the following requirements:
zh-cn	13.2.2 电源设备试验应符合下列要求：

en-us	13.2.2 When humidification is required according to the design before spraying and plastering motor layers for the existing structure member surfaces, repeat watering for humidification shall be carried out along wall faces according to the stated preset-time and surfacing shall be carried out after that there is no obvious water left on wall faces.
zh-cn	13.2.2 当设计对原构件表面喷抹砂浆层前有湿润要求时，应按规定的提前时间，顺墙面反复浇水湿润，并应待墙面无明水后再进行面层施工。

en-us	13.2.3 During welding of member with H-shaped section, the flange, web plate and end plate must be calibrated to be straight and flat.
zh-cn	13.2.3 焊接H型截面构件时，翼缘和腹板以及端板必须校正平直。

en-us	13.2.3 For static cracks, they may be filled with modified epoxy mortar, modified urethane cement or modified epoxy cement (Figure 13.2.3 a); for active cracks, acrylic resin, urethane, chlorinated rubber or flexing epoxy resin may be adopted as filling material, and moreover, polyethylene strip, wax paper or asphalt felt may be adopted as isolation layer (Figure 13.2.3 b).
zh-cn	13.2.3 对静止裂缝，可采用改性环氧砂浆、改性氨基甲酸乙酯胶泥或改性环氧胶泥等进行充填（图13.2.3a）。对活动裂缝，可采用丙烯酸树脂、氨基甲酸乙酯、氯化橡胶或可挠性环氧树脂等为填充材料，并可采用聚乙烯片、蜡纸或油毡片等为隔离层（图13.2.3b）。

en-us	13.2.3 In addition to the relevant requirements of GB 50166 Code for Installation and Acceptance of Fire Alarm System, the equipment grounding shall also meet the following requirements:
zh-cn	13.2.3 设备接地除应执行现行国家标准《火灾自动报警系统施工及验收规范》GB 50166有关规定外，尚应符合下列规定：

en-us	13.2.3 The station interlocking equipment tests shall meet the following requirements:
zh-cn	13.2.3 车站联锁试验应符合下列要求：

en-us	13.2.3 The surfaces of the steel materials after treatment shall be free from welding slag, crater, dust, oil stain, water and burr. For the galvanized member, the surfaces of the steel materials after pickling and derusting shall show a metallic color and luster and be free from stains, rust stain and residual acid solution.
zh-cn	13.2.3 经处理的钢材表面不应有焊渣、焊疤、灰尘、油污、水和毛刺等；对于镀锌构件，酸洗除锈后，钢材表面应露出金属色泽，并应无污渍、锈迹和残留酸液。

en-us	13.2.3 When spraying structural interfacial adhesive (agent) on the existing structure member surfaces, the spraying method and quality shall meet the requirements specified in product instruction.
zh-cn	13.2.3 在原构件表面喷涂结构界面胶 （剂）时，其喷涂方法及喷涂质量应符合产品说明书的规定。

en-us	13.2.4 For corrosive cracks, anti-rust liquid or antirust paint shall be painted firstly on dedusted surface of the reinforcing steel bar, and after it is dried, materials are filled for sealing the crack.
zh-cn	13.2.4 对锈蚀裂缝，应在已除锈的钢筋表面上，先涂刷防锈液或防锈涂料，待干燥后再充填封闭裂缝材料。

en-us	13.2.4 Over-weld hole should be machined by lock mouth or may also be cut via scribing with planeness, cut depth and local notch depth in accordance with those specified in the current national standard GB 50205 Code for Acceptance of Construction Quality of Steel Structures.
zh-cn	13.2.4 过焊孔宜用锁口机加工，也可采用划线切割，其切割面的平面度、割纹深度及局部缺口深度均应符合现行国家标准《钢结构工程施工质量验收规范》GB 50205的规定。

en-us	13.2.4 The fault alarm signal of the station interlocking equipment shall be timely, accurate and reliable.
zh-cn	13.2.4 车站联锁设备故障报警信号应及时、准确、可靠。

en-us	13.2.5 As for the same hole group in larger quantity on thicker steel sheet, hole should be made by drilling while by punching for thinner steel sheet and cold-formed thin-wall steel member.
zh-cn	13.2.5 较厚钢板上数量较多的相同孔组宜采用钻模的方式制孔，较薄钢板和冷弯薄壁型钢构件宜采用冲孔的方式制孔。

en-us	13.2.5 Repairing of cracks shall meet the following requirements:
zh-cn	13.2.5 修补裂缝应符合下列规定：

en-us	13.2.6 The cutting and shear surface of cold-formed thin-wall steel shall be free from crack, sawtooth and non-designed broken corner greater than 5mm.
zh-cn	13.2.6 冷弯薄壁型钢的切割面和剪切面应无裂纹、锯齿和大于5mm的非设计缺角。

en-us	13.3 Coating of Anticorrosive Paint Layer
zh-cn	13.3 油漆防腐涂装

en-us	13.3 Configuration and Geometry of Members
zh-cn	13.3 构件外形尺寸

en-us	13.3 Installation of Steel Bar Meshes and Construction of Motor Layers
zh-cn	13.3 钢筋网安装及砂浆面层施工

en-us	13.3 Masonry Crack Repairing by Grout
zh-cn	13.3 压浆法

en-us	13.3 Outdoor Single Item Test
zh-cn	13.3 室外单项试验

en-us	13.3 Quality Control
zh-cn	13.3 质量控制

en-us	13.3.1 Brush method, manual roll painting, air spraying and high pressure airless spraying methods may be adopted for the coating of anticorrosive paint layer.
zh-cn	13.3.1 油漆防腐涂装可采用涂刷法、手工滚涂法、空气喷涂法和高压无气喷涂法。

en-us	13.3.1 Configuration of steel member shall be free from visible bending deformation and flange plate and end edge shall be straight and flat.
zh-cn	13.3.1 钢构件外观要求无明显弯曲变形，翼缘板、端部边缘平直。

en-us	13.3.1 Grouting method, namely pressure grouting, is applicable to treatment of cracks with width greater than 0.5mm and relatively great depth.
zh-cn	13.3.1 压浆法即压力灌浆法，适用于处理裂缝宽度大于0.5mm且深度较深的裂缝。

en-us	13.3.1 The dominant items shall meet the following requirements:
zh-cn	13.3.1 主控项目应符合下列规定：

en-us	13.3.1 The installation of steel bar meshes and the construction of motor layers shall be carried out layer by layer in foundation-before-superstructure and bottom-up order; the same storey shall be strengthened by sections; procedures established in construction drawings shall not be changed arbitrarily.
zh-cn	13.3.1 钢筋网的安装及砂浆面层的施工，应按先基础后上部结构、由下而上的顺序逐层进行；同一楼层尚应分区段加固；不得擅自改变施工图规定的程序。

en-us	13.3.1 The signal test shall meet the following requirements:
zh-cn	13.3.1 信号机试验应符合下列要求：

en-us	13.3.2 Ambient temperature and relative humidity during the coating for the steel structure shall meet not only requirements of the product instruction of paints, but also the following requirements:
zh-cn	13.3.2 钢结构涂装时的环境温度和相对湿度，除应符合涂料产品说明书的要求外，还应符合下列规定：

en-us	13.3.2 Non-shrink cement-based grout and epoxy group grout may be adopted as grouting material.
zh-cn	13.3.2 压浆的材料可采用无收缩水泥基灌浆料、环氧基灌浆料等。

en-us	13.3.2 The deviation for overall dimension of single-layer steel column shall not be greater than that specified in Table 13.3.2.
zh-cn	13.3.2 单层钢柱外形尺寸的偏差不应大于表13.3.2规定的允许偏差。

en-us	13.3.2 The general items shall meet the following requirements:
zh-cn	13.3.2 一般项目应符合下列规定：

en-us	13.3.2 The turnout switching equipment test shall meet the following requirements:
zh-cn	13.3.2 道岔转辙设备试验应符合下列要求：

en-us	13.3.2 When S-shaped wall-bars are adopted for tying of steel bar meshes and the existing structure members, S-shaped bars shall be carried out spot welded with steel bar meshes pieces. The spot-welding quality shall meet the provisions specified in the current professional standard JGJ 18 Specification for Welding and Acceptance of Reinforcing Steel Bars.
zh-cn	13.3.2 钢筋网与原构件的拉结采用穿墙S形筋时，S形筋应与钢筋网片点焊，其点焊质量应符合现行行业标准 《钢筋焊接及验收规程》JGJ 18的规定。

en-us	13.3.3 During the preparation, the paints shall be mixed uniformly and used along with the mixture; and it shall not be randomly added with any diluent.
zh-cn	13.3.3 涂料调制应搅拌均匀，应随拌随用，不得随意添加稀释剂。

en-us	13.3.3 Grouting process shall be in accordance with the specified procedure (Figure 13.3.3).
zh-cn	13.3.3 压浆工艺应按规定的流程（图13.3.3）进行。

en-us	13.3.3 The deviation for overall dimension of welding solid-web beam shall not be greater than that specified in Table 13.3.3.
zh-cn	13.3.3 焊接实腹梁外形尺寸的偏差不应大于表13.3.3规定的允许偏差。

en-us	13.3.3 The track circuit test shall meet the following requirements:
zh-cn	13.3.3 轨道电路试验应符合下列要求：

en-us	13.3.3 When planting T-shaped shear pins, adhesive screw rods or nylon anchor bolts are adopted for tying of steel bar meshes and existing structure members, the hole diameter, hole depth and spacing shall meet the design requirements; the planting quality shall meet the requirements of Chapter 19 of this code.
zh-cn	13.3.3 钢筋网与原构件的拉结采用种植Г形剪切销钉、胶粘螺杆或尼龙锚栓时，其孔径、孔深及间距应符合设计要求；其种植质量应符合本规范第19章的规定。

en-us	13.3.4 Machine drilling shall be adopted for all the holes of S-shaped wall-bars and floor-slab bars as well as holes of planting T-shaped shear pins and nylon anchor bolts.
zh-cn	13.3.4 穿墙S形筋的孔洞、楼板穿筋的孔洞以及种植Г形剪切销钉和尼龙锚栓的孔洞，均应采用机械钻孔。

en-us	13.3.4 Operation of grouting method shall meet the following requirements:
zh-cn	13.3.4 压浆法的操作应符合下列规定：

en-us	13.3.4 Suitable repaint interval time shall be provided for the construction between different coating layers and the maximum/minimum repaint interval time shall meet the requirements of the paints' product instruction. The construction shall be carried out after it exceeds the minimum repaint interval time while the construction shall be carried out according to the paints' product instruction when it exceeds the maximum repaint interval time.
zh-cn	13.3.4 不同涂层间的施工应有适当的重涂间隔时间，最大及最小重涂间隔时间应符合涂料产品说明书的规定，应超过最小重涂间隔再施工，超过最大重涂间隔时应按涂料说明书的指导进行施工。

en-us	13.3.4 The deviation for overall dimension of purlin and girt shall not be greater than that specified in Table 13.3.4.
zh-cn	13.3.4 檩条和墙梁外形尺寸的偏差不应大于表13.3.4规定的允许偏差。

en-us	13.3.5 During grouting, the pressure shall be controlled strictly, so as not to damage corner and masonry with small section, and temporary supporting shall be carried out where necessary.
zh-cn	13.3.5 压浆时应严格控制压力，防止损坏边角部位和小截面的砌体，必要时，应作临时性支护。

en-us	13.3.5 The deviation for profiled metal plate shall not be greater than that specified in Table 13.3.5.
zh-cn	13.3.5 压型金属板的偏差不应大于表13.3.5规定的允许偏差。

en-us	13.3.5 The interval time of the surface derusting treatment and coating should be within 4h and it shall not exceed 12h when they are carried out in the workshop or on a fine day with relatively low humidity.
zh-cn	13.3.5 表面除锈处理与涂装的间隔时间宜在4h之内，在车间内作业或湿度较低的晴天不应超过12h。

en-us	13.3.5 The steel bar spacing of steel bar meshes shall meet the design requirements; the lapping width of steel bar meshes shall not be less than 100mm; clear distance between steel bar meshes and existing structure members surfaces shall be 5mm and only 1mm positive deviation but not any negative deviation is allowed.
zh-cn	13.3.5 钢筋网片的钢筋间距应符合设计要求；钢筋网片间的搭接宽度不应小于100mm；钢筋网片与原构件表面的净距应取5mm，且仅允许有1mm正偏差，不得有负偏差。

en-us	13.3.6 On both sides of the weld at the field welded parts, the area temporarily without coating should be set aside and shall meet those specified in Table 13. 3.
zh-cn	13.3.6 工地焊接部位的焊缝两侧宜留出暂不涂装的区域，应符合表13.3.6的规定，焊缝及焊缝两侧也可涂装不影响焊接质量的防腐涂料。

en-us	13.3.6 The geometric dimension deviation of metal flashing and siding parts shall not be greater than that specified in Table 13.3.6.
zh-cn	13.3.6 金属泛水和收边件的几何尺寸偏差不应大于表13.3.6规定的允许偏差。

en-us	13.3.6 When masonry or concrete members and steel bar meshes adopt ordinary motor or composite motor surface layers, the strength grade must meet the design requirements.
zh-cn	13.3.6 砌体或混凝土构件外加钢筋网采用普通砂浆或复合砂浆面层时，其强度等级必须符合设计要求。

en-us	13.3.7 Member repainting shall meet the following requirements:
zh-cn	13.3.7 构件油漆补涂应符合下列规定：

en-us	13.3.7 Where motor testing-blocks are forgotten to take or lost unintentionally, or there is doubt for the strength test reports on testing-blocks, inspection and evaluation shall be carried out according to the rebounding method specified in Appendix V of this code.
zh-cn	13.3.7 当砂浆试块漏取或不慎丢失，或对试块强度试验报告有疑义时，应按本规范附录V规定的回弹方法进行检测与评定。

en-us	13.3.8 For surface layer motor of masonry or concrete members and steel bar meshes, where the design thickness t≤35mm, they should be plastered and pressed by 3 layers; where t>35mm, the plastered and pressed layers shall be properly added.
zh-cn	13.3.8 砌体或混凝土构件外加钢筋网的面层砂浆，其设计厚度t≤35mm时，宜分3层抹压；当t＞35mm时，尚应适当增加抹压层数。

en-us	13.4 Inspection of Construction Quality
zh-cn	13.4 施工质量检验

en-us	13.4 Integrated Test
zh-cn	13.4 综合试验

en-us	13.4 Masonry Crack Repairing by External Mesh
zh-cn	13.4 外加网片法

en-us	13.4 Metal Hot Spraying
zh-cn	13.4 金属热喷涂

en-us	13.4 System Debugging
zh-cn	13.4 系统调试

en-us	13.4 Welds for Members
zh-cn	13.4 构件焊缝

en-us	13.4.1 Air spraying or electric spraying may be adopted for the metal hot spraying of steel structures and it may be carried out according to the relevant requirements of the current national standard GB/T 9793 Metallic and Other Inorganic Coatings-Thermal Spraying-Zinc, Aluminum and Their Alloys.
zh-cn	13.4.1 钢结构金属热喷涂方法可采用气喷涂或电喷涂，并应按现行国家标准《金属和其他无机覆盖层 热喷涂 锌、铝及其合金》GB/T 9793的有关规定执行。

en-us	13.4.1 For motor layers of masonry or concrete members and steel bar meshes, the appearance quality of pouring or spraying and plastering shall be free from serious defects.
zh-cn	13.4.1 砌体或混凝土构件外加钢筋网的砂浆面层，其浇筑或喷抹的外观质量不应有严重缺陷。

en-us	13.4.1 Masonry crack repairing by external mesh is applicable to strengthening of crack resistance and restricting of crack expansion for masonry, and repairing of weathered and denuded masonry.
zh-cn	13.4.1 外加网片法适用于增强砌体抗裂性能，限制裂缝开展，修复风化、剥蚀砌体。

en-us	13.4.1 System debugging shall be implemented according to the requirements of Chapter 4 in the current national standard GB 50166-2007 Code for Installation and Acceptance of Fire Alarm System.
zh-cn	13.4.1 系统调试应按现行国家标准《火灾自动报警系统施工及验收规范》GB 50166-2007第4章的规定执行。

en-us	13.4.1 The integrated test of interlocking equipment shall meet the following requirements:
zh-cn	13.4.1 联锁综合试验应符合下列要求：

en-us	13.4.1 Various connecting welds for steel member shall be welded by selecting corresponding welding procedure according to weld quality grade and the requirements of product processing drawing. During the product processing, spacing between joint plate welds on the same cross-section should not be less than 200mm.
zh-cn	13.4.1 钢结构构件的各种连接焊缝，应根据产品加工图样要求的焊缝质量等级选择相应的焊接工艺进行施焊，在产品加工时，同一断面上拼板焊缝间距不宜小于200mm。

en-us	13.4.2 Bonding construction quality of motor layers and substrate interfaces for the masonry or concrete members by steel bar meshes may be detected by adopting on-site hammering method or other detections.
zh-cn	13.4.2 砌体或混凝土构件外加钢筋网—砂浆面层与基材界面粘结的施工质量，可采用现场锤击法或其他探测法进行探查。

en-us	13.4.2 Interval time of the steel structure surface treatment and hot spraying shall be within 12h on a fine day or climate conditions with less humidity; and it shall not exceed 2h on a rainy day, in humid environment or under climate conditions with salt mist.
zh-cn	13.4.2 钢结构表面处理与热喷涂施工的间隔时间，晴天或湿度不大的气候条件下应在12h以内，雨天、潮湿、有盐雾的气候条件下不应超过2h。

en-us	13.4.2 Material for external mesh shall include steel reinforcement mesh, steel wire mesh, composite fabric mesh.
zh-cn	13.4.2 外加网片所用的材料应包括钢筋网、钢丝网、复合纤维织物网等。

en-us	13.4.2 Welding environment shall meet the relevant requirements of the current national standard GB 50661 Code for Welding of Steel Structures.
zh-cn	13.4.2 焊接作业环境应符合现行国家标准《钢结构焊接规范》GB 50661的有关规定。

en-us	13.4.3 Coverage area of mesh shall be determined according to area of cracks or weathered and denuded parts, in addition, anchorage length of mesh shall be considered.
zh-cn	13.4.3 网片覆盖面积除应按裂缝或风化、剥蚀部分的面积确定外，尚应考虑网片的锚固长度。

en-us	13.4.3 Metal hot spraying shall meet the following requirements:
zh-cn	13.4.3 金属热喷涂施工应符合下列规定：

en-us	13.4.3 Non-destructive testing for welds shall be conducted according to the requirements of current national standard GB/T 11345 Non-destructive Testing of Welds-Ultrasonic Testing-Techniques, Testing Levels, and Assessment and JG/T 203 Method for Ultrasonic Testing andClassification for Steel Structures.
zh-cn	13.4.3 焊缝无损探伤应按国家现行标准《焊缝无损检测 超声检测 技术、检测等级和评定》GB/T 11345和《钢结构超声波探伤及质量分级法》JG/T 203的规定进行探伤。

en-us	13.4.3 Normal tensile bonding strength between motor layers and substrate must be carried out with evidential sampling inspection.
zh-cn	13.4.3 砂浆面层与基材之间的正拉粘结强度，必须进行见证取样检验。

en-us	13.4.4 As for welds rejected by testing inspection, not only rejected positions shall be subjected to repair, but also be doubled for re-inspection. If they fail to pass the re-inspection, 100% testing inspection shall be conducted for these welds.
zh-cn	13.4.4 经探伤检验不合格的焊缝，除应将不合格部位的焊缝返修外，尚应加倍进行复检；当复检仍不合格时，应将该焊缝进行100%探伤检查。

en-us	13.4.4 For the sealant for the metal hot spraying layer or the coating of the first pass of sealing paints, brush method should be adopted; and the construction process shall meet requirements of Section 13.3 in this Code.
zh-cn	13.4.4 金属热喷涂层的封闭剂或首道封闭油漆施工宜采用涂刷方式施工，施工工艺要求应符合本规范第13.3节的规定。

en-us	13.4.4 Thickness testing on steel bar protective layers of the new-added motor layers may adopt partial-chiseling inspection or non-damaged detection.
zh-cn	13.4.4 新加砂浆面层的钢筋保护层厚度检测，可采用局部凿开检查法或非破损探测法。

en-us	13.4.5 Where planted bars or anchor bolt steel is adopt to tie bar meshes, inspection of construction quality shall be carried out in advance respectively according to the provisions specified in Chapter 19 and Chapter 20 of this code as well as the acceptance requirements of concealed works.
zh-cn	13.4.5 当采用植筋或锚栓拉结钢筋网时，应在其施工完毕后，分别按本规范第19章和第20章的规定，以及隐蔽工程的验收要求提前进行施工质量检验。

en-us	13.4.6 The appearance of motor layers for masonry or concrete members and steel bar meshes should be free from common defects.
zh-cn	13.4.6 砌体或混凝土构件外加钢筋网的砂浆面层，其外观质量不宜有一般缺陷。

en-us	13.5 Anticorrosion of Hot Dipping Galvanizing
zh-cn	13.5 热浸镀锌防腐

en-us	13.5 Masonry Crack Repairing by Replacement
zh-cn	13.5 置换法

en-us	13.5 Self-examination and Test
zh-cn	13.5 自检自验

en-us	13.5.1 Masonry crack repairing by replacement is applicable to strengthening of cracking position of masonry with small bearing, and masonry block and low-strength mortar, as well as strengthening of partially weathered and denuded positions (Figure 13.5.1).
zh-cn	13.5.1 置换法适用于砌体受力不大，砌体块材和砂浆强度不高的开裂部位，以及局部风化、剥蚀部位的加固（图13.5.1）。

en-us	13.5.1 Preparation for the system self-examination and test shall meet the following requirements:
zh-cn	13.5.1 系统自检自验准备应符合下列规定：

en-us	13.5.1 Quality of hot dipping galvanizing per unit area of the member surface shall meet the requirements of the design document.
zh-cn	13.5.1 构件表面单位面积的热浸镀锌质量应符合设计文件规定的要求。

en-us	13.5.2 Hot dipping galvanizing of the member shall meet the relevant requirements of the current national standard GB/T 13912 Metallic Coatings-Hot Dip Galvanized Coatings on Fabricated Iron and Steel Articles-Specifications and Test Methods and measures against thermal deformation shall be taken.
zh-cn	13.5.2 构件热浸镀锌应符合现行国家标准《金属覆盖层 钢铁制件热浸镀锌层技术要求及试验方法》GB/T 13912的有关规定，并应采取防止热变形的措施。

en-us	13.5.2 Masonry block for replacement may be material of existing masonry, or other material such as solid block of reinforced concrete.
zh-cn	13.5.2 置换用的砌体块材可以是原砌体材料，也可以是其他材料，如配筋混凝土实心砌块等。

en-us	13.5.2 The system self-examination and test shall meet the following requirements:
zh-cn	13.5.2 系统自检自验应符合下列规定：

en-us	13.5.3 During replacement of masonry, the following requirements shall be met:
zh-cn	13.5.3 置换砌体时应符合下列规定要求：

en-us	13.5.3 Mechanical modes such as flattener, rolling or jack shall be taken for the rectification of the bending or distortion of member caused by hot dipping galvanizing.
zh-cn	13.5.3 热浸镀锌造成构件的弯曲或扭曲变形，应采取延压、滚轧或千斤顶等机械方式进行矫正。

en-us	13.6 Coating of Fire-retardant Coating Layer
zh-cn	13.6 防火涂装

en-us	13.6 Quality Record
zh-cn	13.6 质量记录

en-us	13.6.1 Before coating of fire-retardant coating layer, derusting and coating of anticorrosive coating layer for the surface of the steel materials shall meet the requirements of the design document and the current relevant standards of the nation.
zh-cn	13.6.1 防火涂料涂装前，钢材表面除锈及防腐涂装应符合设计文件和国家现行有关标准的规定。

en-us	13.6.1 In addition to the requirements of Section 3.7 in this code, the quality record of fire alarm and control system shall also comply with the relevant requirements the current national standard GB 50166 Code for Installation and Acceptance of Fire Alarm System.
zh-cn	13.6.1 火灾自动报警系统质量记录除应执行本规范第3.7节的规定外，还应执行现行国家标准《火灾自动报警系统施工及验收规范》GB 50166有关规定。

en-us	13.6.2 The surface of the base layer shall be free from oil stain, dust and silt; and the anticorrosive coating layer shall be complete and the primer is free from missing brushing.
zh-cn	13.6.2 基层表面应无油污、灰尘和泥沙等污垢，且防锈层应完整、底漆无漏刷。

en-us	13.6.3 The selected fire-retardant coating shall meet the requirements of the design document and the current relevant standards of the nation; and it shall have impact resistance and adhesive strength, but not corrode the steel materials.
zh-cn	13.6.3 选用的防火涂料应符合设计文件和国家现行有关标准的规定，具有抗冲击能力和粘结强度，不应腐蚀钢材。

en-us	13.6.4 Fire-retardant coating may be stirred or prepared on the site according to requirements of the product instruction.
zh-cn	13.6.4 防火涂料可按产品说明书要求在现场进行搅拌或调配。

en-us	13.6.5 Under one of the following conditions, steel wire mesh connected with the member or other corresponding measures should be arranged in or taken for the thick fire-retardant coating layer:
zh-cn	13.6.5 厚涂型防火涂料，属于下列情况之一时，宜在涂层内设置与构件相连的钢丝网或其他相应的措施：

en-us	13.6.6 Methods such as spray coating, brush coating or roll coating may be adopted for the coating of fire-retardant coating layer.
zh-cn	13.6.6 防火涂料施工可采用喷涂、抹涂或滚涂等方法。

en-us	13.6.7 The coating of fire-retardant coating layer shall be carried out in layers; after the previous coating is dry or cured, the construction for the next coating is carried out.
zh-cn	13.6.7 防火涂料涂装施工应分层施工，应在上层涂层干燥或固化后，再进行下道涂层施工。

en-us	13.6.8 Under one of the following conditions, respray or repair coating shall be carried out for the thick fire-retardant coating layer:
zh-cn	13.6.8 厚涂型防火涂料有下列情况之一时，应重新喷涂或补涂：

en-us	13.6.9 Construction of thin fire-retardant coating surface layer shall meet the following requirements:
zh-cn	13.6.9 薄涂型防火涂料面层涂装施工应符合下列规定：

en-us	14 Before the switchboard is power on, the following contents shall be inspected:
zh-cn	14 交换机设备通电前，应对下列内容进行检查：

en-us	14 CJ 266 Safety Regulations for Cold Potable Water Meters
zh-cn	14 《饮用水冷水水表安全规则》CJ 266

en-us	14 CJ/T 164 Domestic Water Saving Devices
zh-cn	14 《节水型生活用水器具》 CJ/T 164

en-us	14 Computer Monitoring
zh-cn	14 微机监测

en-us	14 Construction Survey
zh-cn	14 施工测量

en-us	14 GB 14902 Ready-mixed Concrete
zh-cn	14 《预拌混凝土》 GB 14902

en-us	14 GB 199 Rapid Harding Portland Cement
zh-cn	14 《快硬硅酸盐水泥》GB 199

en-us	14 GB 6566 Limits of Radio nuclides in Building Materials
zh-cn	14《建筑材料放射性核素限量》GB 6566

en-us	14 GB/T 11969 Test Methods of Autoclaved Aerated Concrete
zh-cn	14 《蒸压加气混凝土性能试验方法》 GB/T 11969

en-us	14 GB/T 14549 Quality of Electric Energy Supply-Harmonics in Public Supply Network
zh-cn	14 《电能质量公用电网谐波》 GB/T 14549

en-us	14 GB/T 232 Metallic Materials-Bend Test
zh-cn	14 《金属材料 弯曲试验方法》 GB/T 232

en-us	14 GB/T 25177 Recycled coarse aggregate for concrete
zh-cn	14《混凝土用再生粗骨料》GB/T 25177

en-us	14 GB/T 985.1 Recommended Joint Preparation for Gas Welding Manual Metal Arc Welding Gas-Shield Arc Welding and Beam Welding
zh-cn	14 《气焊、焊条电弧焊、气体保护焊和高能束焊的推荐坡口》GB/T 985.1

en-us	14 Records for entitative inspection of structure;
zh-cn	14 结构实体检验记录；

en-us	14 Security System
zh-cn	14 安全防范系统

en-us	14 Strengthening Masonry Columns with Prestressed Rods
zh-cn	14 砌体柱外加预应力撑杆工程

en-us	14 Temperature variation.
zh-cn	14 温度变化。

en-us	14 The protection grade for an outdoor power distribution cabinets or power distribution boxes shall be no less than IP33.
zh-cn	14 室外配电柜、箱防护等级不应低于IP33。

en-us	14 Transportation, Erection and Acceptance
zh-cn	14 运输、安装与验收

en-us	14 Transportation, Erection and Acceptance
zh-cn	14.1.5 钢构件在吊装前应清除表面上的油污、冰雪、泥沙和灰尘等杂物。

en-us	14 Welded steel pipe shall not be bent at weld, and the bending place shall be free from such phenomena as bending and folding; the galvanized steel pipe shall not be bent by heating;
zh-cn	14 焊接钢管不得在焊接处弯曲，弯曲处不得有弯曲、折皱等现象，镀锌钢管不得加热弯曲；

en-us	14. Add the inspection requirements for ground treatment engineering;
zh-cn	14.增加对地基处理工程的工程检验要求；

en-us	14. Reference snow pressure and reference wind pressure in some cities are adjusted according to the statistics of updated meteorological data, and the national reference snow pressure and reference wind pressure maps are renewed.
zh-cn	14.根据新的观测资料，重新统计全国各气象台站的雪压和风压，调整了部分城市的基本雪压和基本风压值，绘制了新的全国基本雪压和基本风压图；

en-us	14.1 Construction Preparation
zh-cn	14.1 施工准备

en-us	14.1 General Requirement
zh-cn	14.1 一般规定

en-us	14.1 General Requirements
zh-cn	14.1 一般规定

en-us	14.1.1 Equipment such as matrix switching control unit, digital matrix, network switch, video camera, control unit, alarm detector, storage device and display device shall be provided with compulsory product certification and "CCC" sign or documents such as network access license, quality certificate and test report.
zh-cn	14.1.1 矩阵切换控制器、数字矩阵、网络交换机、摄像机、控制器、报警探头、存储设备、显示设备等设备应有强制性产品认证证书和“CCC”标志，或入网许可证、合格证、检测报告等文件资料。

en-us	14.1.1 The installation of computer monitoring equipment shall not affect the normal operation of the monitored signaling equipment.
zh-cn	14.1.1 微机监测设备的安装不应影响被监测信号设备的正常工作。

en-us	14.1.1 This Chapter is applicable to the plane control, elevation control and detailed survey of steel structures.
zh-cn	14.1.1 本章适用于钢结构工程的平面控制、高程控制及细部测量。

en-us	14.1.1 This chapter is applicable to the construction process control and quality inspection of strengthening masonry columns with bilateral prestressed rods (hereinafter referred to as "rods") in areas where the seismic fortification intensity is Degree 7 or below.
zh-cn	14.1.1 本章适用于抗震设防烈度为7度及7度以下地区砌体柱外加双侧预应力撑杆 （简称撑杆）工程的施工过程控制和施工质量检验。

en-us	14.1.1 Transportation and erection of steel structure shall be conducted according to construction organization design while corresponding procedure must guarantee structural stability and against permanent deformation.
zh-cn	14.1.1 钢结构的运输与安装应按施工组织设计进行，运输与安装程序必须保证结构的稳定性和不导致永久性变形。

en-us	14.1.2 Before erection of steel member, detailed inspection shall be conducted on overall dimension, position and diameter of bolt holes, position of connecting parts, welds, friction surface treatment as well as anti-rust coating; in case of any deformation and defect, the member shall be corrected and repaired on the ground and may be erected only after it is deemed as acceptable.
zh-cn	14.1.2 钢构件安装前，应对构件的外形尺寸，螺栓孔位置及直径、连接件位置、焊缝、摩擦面处理、防腐涂层等进行详细检查，对构件的变形、缺陷，应在地面进行矫正、修复，合格后方可安装。

en-us	14.1.2 Before the construction survey, the specific survey plan shall be prepared according to the requirements of design drawing and the installation requirements of steel structures.
zh-cn	14.1.2 施工测量前，应根据设计施工图和钢结构安装要求，编制测量专项方案。

en-us	14.1.2 The construction procedures of strengthening masonry columns with rods shall meet the following requirements:
zh-cn	14.1.2 砌体柱外加撑杆的施工程序应符合下列规定：

en-us	14.1.2 The imported equipment shall be provided with relevant inspection certificate issued by the national commodity inspection department.
zh-cn	14.1.2 进口设备应有国家商检部门的有关检验证明。

en-us	14.1.3 Before the installation of steel structures, the construction control network shall be arranged.
zh-cn	14.1.3 钢结构安装前应设置施工控制网。

en-us	14.1.3 During erection of steel structure, construction of such procedures as onsite holing, welding, assembling as well as coating shall be in accordance with those specified in the current national standard GB 50205 Code for Acceptance of Construction Quality of Steel Structures.
zh-cn	14.1.3 钢结构安装过程中，现场进行制孔、焊接、组装、涂装等工序的施工应符合现行国家标准《钢结构工程施工质量验收规范》GB 50205的有关规定。

en-us	14.1.3 If the foundation of existing structure and member is rubble stone or strip stone (Figure14. 1.3) or though brick foundation, its appearance quality is very poor, a foundation-reinforced construction procedure shall be added after the cleaning of the existing structure and member.
zh-cn	14.1.3 若原结构、构件的基础为毛石或毛条石基础 （图14.1.3）或虽为砖基础，但外观质量很差，应在清理原结构构件后，增加一个加固基础的施工程序。

en-us	14.1.4 As for damaged coating layer of steel member during transportation, storage and lifting, primer shall be subjected to complementary coating before finish.
zh-cn	14.1.4 钢结构构件在运输、存放、吊装过程损坏的涂层，应先补涂底漆，再补涂面漆。

en-us	14.1.4 When welding the rods, the construction environment shall meet the requirements of the current professional standard JGJ 81Technical Specification for Welding of Steel Structure of Building.
zh-cn	14.1.4 外加撑杆焊接时，其施工环境应符合现行行业标准 《建筑钢结构焊接技术规程》JGJ 81的要求。

en-us	14.1.5 Before the member lifting, foreign bodies such as oil stain, ice/snow, silt and dust on the surface shall be removed.
zh-cn	收藏 笔记 分享

en-us	14.2 Equipment Installation
zh-cn	14.2 设备安装

en-us	14.2 Erection and Correction
zh-cn	14.2 安装与校正

en-us	14.2 Function and Performance Test of Computer Monitoring Equipment
zh-cn	14.2 微机监测设备功能检验及性能检测

en-us	14.2 Interface Treatment
zh-cn	14.2 界面处理

en-us	14.2 Plan Control Network Survey
zh-cn	14.2 平面控制网

en-us	14.2.1 After the cleaning of the existing structures and members according to the requirements of Article 3.0.4 in this code; according to the requirement of bonding angle steel, masonry members surfaces shall be polished smooth; 4 corner angles of cross section shall be polished into round angles with the radius r of about 15mm~25mm; the degree of angles shall be such that angle steels can cling to the surfaces of existing structure members.
zh-cn	14.2.1 原结构、构件经按本规范第3.0.4条的要求清理后，应根据贴合角钢的需要，将砌体构件表面打磨平整，截面四个棱角还应打磨成圆角，其半径r约取15mm～25mm，以角钢能贴紧原构件表面为度。

en-us	14.2.1 Laying of metal wire slot, steel pipe and wire cable shall meet the requirements of Chapter 4 in this code and Section 3.3 of the current national standard GB 50198-94 Technical Code for Project of Civil Closed Circuit Monitoring TV System.
zh-cn	14.2.1 金属线槽、钢管及线缆的敷设，应符合本规范第4章和现行国家标准《民用闭路监控电视系统工程技术规范》GB 50198-94第3.3节的规定。

en-us	14.2.1 Prior to erection of steel structure, locating axis, basement axis and elevation as well as position of foundation bolt shall be inspected, basement shall be re-measured and handover acceptance with basement construction side shall be conducted.
zh-cn	14.2.1 钢结构安装前应对房屋的定位轴线，基础轴线和标高，地脚螺栓位置进行检查，并应进行基础复测和与基础施工方办理交接验收。

en-us	14.2.1 The display function of computer monitoring equipment shall meet the design requirements and relevant technical requirements.
zh-cn	14.2.1 微机监测设备显示功能应符合设计和相关技术要求。

en-us	14.2.1 The plan control network may be arranged as the cross axis or rectangular control network according to site topographic condition and building structure form. Polygon control network may be arranged for the building with abnormal shape according to the shape of the building.
zh-cn	14.2.1 平面控制网，可根据场区地形条件和建筑物的结构形式，布设十字轴线或矩形控制网，平面布置为异形的建筑可根据建筑物形状布设多边形控制网。

en-us	14.2.10 The deviation for erection of rigid frame column shall not be greater than that specified in Table 14.2.10.
zh-cn	14.2.10 刚架柱安装的偏差不应大于表14.2.10规定的允许偏差。

en-us	14.2.11 The deviation for erection of rafter of rigid frame shall not be greater than that specified in Table 14.2.11.
zh-cn	14.2.11 刚架斜梁安装的偏差不应大于表14.2.11规定的允许偏差。

en-us	14.2.12 The deviation for erection of crane beam shall not be greater than that specified in Table14.2.12.
zh-cn	14.2.12 吊车梁安装的偏差不应大于表14.2.12规定的允许偏差。

en-us	14.2.13 After erection and adjustment of main steel structure, such tensile supporting members as column brace and roof brace shall be tensioned.
zh-cn	14.2.13 主钢结构安装调整好后，应张紧柱间支撑、屋面支撑等受拉支撑构件。

en-us	14.2.2 Foundation bolt of rigid frame column base shall be subjected to positioning with reliable methods; plane dimension of buildings shall not only include the length of right angle side, but also the diagonal length.
zh-cn	14.2.2 刚架柱脚的锚栓应采用可靠方法定位，房屋的平面尺寸除应测量直角边长外，尚应测量对角线长度。

en-us	14.2.2 The alarming function of the computer monitoring equipment shall meet the design requirements and relevant technical requirements.
zh-cn	14.2.2 微机监测设备报警功能应符合设计和相关技术要求。

en-us	14.2.2 The axis control pile for the building shall be measured according to the plan control network; and methods such as rectangular coordinate, polar coordinate, angle (direction) intersection and distance intersection may be selected for the positioning and setting out.
zh-cn	14.2.2 建筑物的轴线控制桩应根据建筑物的平面控制网测定，定位放线可选择直角坐标法、极坐标法、角度 （方向）交会法、距离交会法等方法。

en-us	14.2.2 The installation of video surveillance & control system shall meet the following requirements:
zh-cn	14.2.2 视频安防监控系统的安装应符合下列规定：

en-us	14.2.2 When the masonry surface of the existing structure member is very poor in the degree of plainness and there is difficulty in polishing, M15 Grade cement motor shall be adopted for leveling after the surface cleaning and pointing motor cleaning of the existing structure member. But the permission of the design organization shall be obtained before changing the method specified in Article 14.2.1 of this code.
zh-cn	14.2.2 当原构件的砌体表面平整度很差，且打磨有困难时，可在原构件表面清理洁净并剔除勾缝砂浆后，采用M15级水泥砂浆找平，但应在改变本规范第14.2.1条做法前，征得设计单位同意。

en-us	14.2.3 For the plan control network of the building, the external control method should be adopted for the fourth story below and internal control method for the fourth story or above.
zh-cn	14.2.3 建筑物平面控制网，四层以下宜采用外控法，四层及以上宜采用内控法。

en-us	14.2.3 In addition to the requirements of Article 6.3.5 in the current standard of the nation GB50348-2004 Technical Code for Engineering of Security and Protection System and Section 14.2 in JGJ 16-2008 Code for Electrical Design of Civil Buildings, the installation of intrusion alarm system equipment shall also meet the following requirements:
zh-cn	14.2.3 入侵报警系统设备的安装除应执行国家现行标准《安全防范工程技术规范》GB 50348-2004第6.3.5条和《民用建筑电气设计规范》JGJ 16-2008第14.2节的规定外，尚应符合下列规定：

en-us	14.2.3 The performances of computer monitoring equipment shall meet the design requirements and relevant technical requirements.
zh-cn	14.2.3 微机监测设备性能应符合设计和相关技术要求。

en-us	14.2.3 Where the basement top surface is directly used as the bearing surface of column and the embedded steel sheet on the basement top surface or support is used as the bearing surface of column, the permissible deviation of bearing surface and foundation bolt (anchor bolt) shall not be greater than those specified in Table 14.2.3.
zh-cn	14.2.3 基础顶面直接作为柱的支承面和基础顶面预埋钢板或支座作为柱的支承面时，支承面、地脚螺栓（锚栓）的偏差不应大于表14.2.3规定的允许偏差。

en-us	14.2.4 As for reserved space for column basement during secondary pouring, it should not be greater than 50mm during hinged connection for column base and not greater than 100mm during rigid connection for column base.
zh-cn	14.2.4 柱基础二次浇筑的预留空间，当柱脚铰接时不宜大于50mm，柱脚刚接时不宜大于100mm。

en-us	14.2.4 In addition to the relevant requirements of the current national standard GB 50396 Code of Design for Access Control Systems Engineering, the installation of access control system equipment shall also meet the following requirements:
zh-cn	14.2.4 出入口控制系统设备的安装除应执行现行国家标准《出入口控制系统工程设计规范》GB 50396的有关规定外，尚应符合下列规定：

en-us	14.2.4 The balancing check of control network shall be carried out after the axis control reference point is transferred to the middle construction stories.
zh-cn	14.2.4 轴线控制基准点投测至中间施工层后，应进行控制网平差校核。

en-us	14.2.5 During erection of steel structure of light-weight building with gabled frames, measures shallbe taken to guarantee structural stability according to requirements of design and construction conditions.
zh-cn	14.2.5 门式刚架轻型房屋钢结构在安装过程中，应根据设计和施工工况要求，采取措施保证结构整体稳固性。（本条规范于2022年1月1日被工程建设国家标准《钢结构通用规范》 GB 55006-2021废止）

en-us	14.2.5 In addition to the requirements of Item 8 in Article 6.3.5 of the current standard of the nation GB 50348-2004Technical Code for Engineering of Security and Protection System and Section 14.6 in JGJ 16-2008 Code for Electrical Design of Civil Buildings, the installation of parking garage (lot) management system shall also meet the following requirements:
zh-cn	14.2.5 停车库（场）管理系统安装除应执行国家现行标准《安全防范工程技术规范》GB 50348-2004第6.3.5条第8款和《民用建筑电气设计规范》JGJ 16-2008第14.6节的规定外，尚应符合下列规定：

en-us	14.2.6 Erection of main member shall meet the following requirements:
zh-cn	14.2.6 主构件的安装应符合下列规定：

en-us	14.2.6 The installation of visitor (video) intercom system shall comply with the requirements of Item 6 in Article 6.3.5 of the current national standard GB 50348-2004 Technical Code for Engineering of Security and Protection System.
zh-cn	14.2.6 访客（可视）对讲系统安装应执行现行国家标准《安全防范工程技术规范》GB 50348-2004第6.3.5条第6款的规定。

en-us	14.2.7 Correction for erection of steel structure shall meet the following requirements:
zh-cn	14.2.7 钢结构安装的校正应符合下列规定：

en-us	14.2.7 The installation of electronic guard tour management system shall comply with the requirements of Item 7 in Article 6.3.5 of the current national standard GB 50348-2004 Technical Code for Engineering of Security and Protection System and Section 14.5 in JGJ 16-2008 Code for Electrical Design of Civil Buildings.
zh-cn	14.2.7 电子巡查管理系统安装应执行现行国家标准《安全防范工程技术规范》GB 50348-2004第6.3.5条第7款和《民用建筑电气设计规范》JGJ 16-2008第14.5节的规定。

en-us	14.2.8 The installation of security system control unit shall comply with the requirements of Item 9 in Article 6.3.5 of the current national standard GB 50348-2004 Technical Code for Engineering of Security and Protection System.
zh-cn	14.2.8 安全防范系统的控制设备的安装除应执行现行国家标准《安全防范工程技术规范》GB 50348-2004第6.3.5条第9款的规定。

en-us	14.2.8 Where there is reliable basis, already-erected steel structure may be utilized for lifting of other member and equipment.
zh-cn	14.2.8 有可靠依据时，可利用已安装完成的钢结构吊装其他构件和设备。

en-us	14.2.9 As for joint required to be tightly pushed in design, 70% surface shall be closely against each other on contact surface, which is inspected with 0.3mm thick feeler gauge, sum of inserted area shall not be greater than 30% total area of tightly-pushed joint, and edge maximum clearance shall not be greater than 0.8mm.
zh-cn	14.2.9 设计要求顶紧的节点，接触面应有70%的面紧贴，用0.3mm厚塞尺检查，可插入的面积之和不得大于顶紧节点总面积的30%，边缘最大间隙不应大于0.8mm。

en-us	14.2.9 The construction of power supply, lightning protection and grounding system shall comply with the requirements of Article 6.3.6 in the current national standard GB 50348-2004 Technical Code for Engineering of Security and Protection System and Chapter 16 in this code.
zh-cn	14.2.9 供电、防雷与接地系统施工应执行现行国家标准《安全防范工程技术规范》GB 50348-2004第6.3.6条和本规范第16章规定。

en-us	14.3 Elevation Control Network Survey
zh-cn	14.3 高程控制网

en-us	14.3 Fabrication of Rods
zh-cn	14.3 撑杆制作

en-us	14.3 High-strength Bolts
zh-cn	14.3 高强度螺栓

en-us	14.3 Quality Control
zh-cn	14.3 质量控制

en-us	14.3.1 High-strength bolt connector entering into site shall be subjected to re-inspection and re-inspection data shall be in accordance with relevant requirements of the current national standard GB 50205 Code for Acceptance of Construction Quality of Steel Structures. Re-inspection data for torque coefficient of high-strength large hexagon head bolt connector shall not only meet the relevant requirements, but also be regarded as parameter for screwing.
zh-cn	14.3.1 对进入现场的高强度螺栓连接副应进行复检，复检的数据应符合现行国家标准《钢结构工程施工质量验收规范》GB 50205的规定，对于大六角头高强度螺栓连接副的扭矩系数复检数据除应符合规定外，尚可作为施拧的参数。

en-us	14.3.1 Prestressed rods and their parts should be fabricated locally on site.
zh-cn	14.3.1 预应力撑杆及其部件宜在现场就近制作。

en-us	14.3.1 The dominant items shall meet the following requirements:
zh-cn	14.3.1 主控项目应符合下列规定：

en-us	14.3.1 The first grade elevation control network survey shall be arranged according to closed loop, annexed line or node network.
zh-cn	14.3.1 首级高程控制网应按闭合环线、附合路线或结点网形布设。

en-us	14.3.2 As for friction-type connection of high-strength bolt, antiskid coefficient of friction surface shall be tested according to those specified in current national standard GB 50205 Code for Acceptance of Construction Quality of Steel Structures and design document.
zh-cn	14.3.2 对于高强度螺栓摩擦型连接，应按现行国家标准《钢结构工程施工质量验收规范》GB 50205的规定和设计文件要求对摩擦面的抗滑移系数进行测试。

en-us	14.3.2 Rod legs on each side are composed of two angle steels and welded into channel-section composite legs (hereinafter referred to as composite legs) with steel batten plate.
zh-cn	14.3.2 撑杆的每侧杆肢由两根角钢组成，并以钢缀板焊接成槽形截面组合肢 （简称组合肢）。

en-us	14.3.2 The benchmarks of the elevation control points for the steel structures may be arranged either on the stake of the plan control network or the peripheral fixed ground object; it may also be separately embedded.
zh-cn	14.3.2 钢结构工程高程控制点的水准点，可设置在平面控制网的标桩或外围的固定地物上，也可单独埋设。

en-us	14.3.2 The general items shall meet the following requirements:
zh-cn	14.3.2 一般项目应符合下列规定：

en-us	14.3.3 At the midpoint of composite legs, edge-on wing plate of angle steel shall be cut into triangular notch. And the whole composite legs shall be bent to the required shape and dimension (see Figure 8.3.4-1 of this code) in the design requirements.
zh-cn	14.3.3 在组合肢中点处，应将角钢侧立翼板切割出三角形缺口，并将组合肢整体弯折成设计要求的形状和尺寸 （参照本规范图8.3.4-1）。

en-us	14.3.3 The quantity of temporary bolts used during erection is to such degree that shall be able to bear member deadweight and exogenic action during connection correction, at least 2 for each.
zh-cn	14.3.3 安装时使用临时螺栓的数量，应能承受构件自重和连接校正时外力作用，每个节点上穿入的数量不宜少于2个。

en-us	14.3.3 The transfer of the building elevation should be carried out by the survey method through hanging a steel ruler. The temperature, ruler length and tension correction shall be carried out during the reading of the steel ruler.
zh-cn	14.3.3 建筑物标高的传递宜采用悬挂钢尺测量方法进行，钢尺读数时应进行温度、尺长和拉力修正。

en-us	14.3.4 During erection of high-strength bolts, access hole must not be knocked in forcible way; appropriate reamer and special tool may be adopted for reaming hole; maximum diameter of hole after correction shall be less than 1.2 times of the bolt diameter; gas cutting shall not be adopted for reaming.
zh-cn	14.3.4 高强度螺栓的安装严禁强行敲打入孔，扩孔可采用合适的铰刀及专用扩孔工具进行，修正后的最大孔径应小于1.2倍螺栓直径，不应采用气割扩孔。

en-us	14.3.4 The upper and lower ends of rods composite legs shall be welded with steel bearing plates (force transmission top plates) whose dimension and thickness shall meet the design requirements and the plate thickness shall not be less than 14mm.
zh-cn	14.3.4 撑杆组合肢的上下端应焊有钢制抵承板 （传力顶板），抵承板的尺寸和板厚应符合设计要求，且板厚不应小于14mm。

en-us	14.3.5 Contact surface of steel sheet in high-strength bolt connection shall be flat and smooth and treatment may be omitted where the clearance is less than 1.0mm; 1.0mm~3.0mm, raised one side shall be worn to inclined plane with slope of 1:10 with direction for wearing vertical to that of force; greater than 3.0mm, subplate shall be added with treatment method for both sides the same as that for friction surface of connecting plates.
zh-cn	14.3.5 高强度螺栓连接的钢板接触面应平整，接触面间隙小于1.0mm时可不处理；1.0mm～3.0mm时，应将高出的一侧磨成1∶10的斜面，打磨方向应与受力方向垂直；大于3.0mm的间隙应加垫板，垫板两面的处理方法应与连接板摩擦面处理方法相同。

en-us	14.3.5 When fabricating the bearing construction pressure-bearing plates of rod legs, the mode of construction shall be determined according to the kind of the adopted anchor bolts.
zh-cn	14.3.5 制作撑杆肢承力构造的承压板时，应根据所采用的锚栓品种确定其构造方式。

en-us	14.3.6 Screwing of high-strength bolt connector shall be divided into primary screwing, secondary screwing and final screwing from joint center position of bolt group to outward edge in sequence, which shall be completed within 24h.
zh-cn	14.3.6 高强度螺栓连接副的拧紧应分为初拧、复拧、终拧，宜按由螺栓群节点中心位置顺序向外缘拧紧的方法施拧，初拧、复拧、终拧应在24h内完成。

en-us	14.3.6 Transverse tension construction of prestressed rods may use strengthening steel plates specified in Article 14.3.3 of this code to drill holes (Figure 14.3.6), threading with screw rods. Prestress shall be built by tightening the screw rods.
zh-cn	14.3.6 预应力撑杆的横向张拉构造，可利用本规范第14.3.3条的补强钢板钻孔（图14.3.6），穿以螺杆，通过收紧螺杆建立预应力。

en-us	14.3.7 Acceptance for construction torque of high-strength large hexagon head bolt: a straight line may be marked on the side of screw rod and nut, then unscrew nut approximately 60° and screw up with torque wrench to make end line lapped, and it is deemed acceptable if measured torque is within the range of 10% of that prior to construction.
zh-cn	14.3.7 大六角头高强度螺栓施工扭矩的验收，可先在螺杆和螺母的侧面划一直线，然后将螺母拧松约60°，再用扭矩扳手重新拧紧，使端线重合，此时测得的扭矩应在施工前测得扭矩±10%范围内方为合格。

en-us	14.3.7 The fabrication and processing quality for steel members and the connection of prestressed rods shall meet the requirements of the current national standard GB 50205 Code for Acceptance of Construction Quality of Steel Structures.
zh-cn	14.3.7 预应力撑杆钢部件及其连接的制作、加工质量应符合现行国家标准《钢结构工程施工质量验收规范》GB 50205的规定。

en-us	14.3.8 Quantity of bolt connectors for random inspection on torque of each joint shall be 10% and shall not be less than 1.
zh-cn	14.3.8 每个节点扭矩抽检螺栓连接副数应为10%，且不应少于一个螺栓连接副。

en-us	14.3.8 The processing deviation of steel members and there connection shall meet the requirements on allowable processing deviation specified in the current national standard GB 50205 Code for Acceptance of Construction Quality of Steel Structures.
zh-cn	14.3.8 钢部件及其连接的加工偏差应符合现行国家标准 《钢结构工程施工质量验收规范》GB 50205对加工允许偏差的规定。

en-us	14.4 Installation and Stress of Rods
zh-cn	14.4 撑杆安装与张拉

en-us	14.4 Survey of Single-story Steel Structures
zh-cn	14.4 单层钢结构施工测量

en-us	14.4 System Debugging
zh-cn	14.4 系统调试

en-us	14.4 Welding and Other Fasteners
zh-cn	14.4 焊接及其他紧固件

en-us	14.4.1 Before the installation of steel column, center lines or installation lines shall be respectively drawn on the four sides of column, and the permissible error of the snapline is 1mm.
zh-cn	14.4.1 钢柱安装前，应在柱身四面分别画出中线或安装线，弹线允许误差为1mm。

en-us	14.4.1 In addition to the requirements of Section 6.4 in the current national standard GB 50348-2004 Technical Code for Engineering of Security and Protection System, the alarm system debugging shall also meet the following requirements:
zh-cn	14.4.1 报警系统调试除应执行现行国家标准《安全防范工程技术规范》GB 50348-2004第6.4节的规定外，尚应符合下列规定：

en-us	14.4.1 The fixed-position welding of erection shall meet the following requirements:
zh-cn	14.4.1 安装定位焊接应符合下列规定：

en-us	14.4.1 The installation and tension of rods shall meet the following requirements:
zh-cn	14.4.1 撑杆的安装与张拉应符合下列规定：

en-us	14.4.2 A theodolite shall be adopted on the direction of two mutually-perpendicular axes during the installation of the vertical steel column and the perpendicularity of the steel column is calibrated at the same time.
zh-cn	14.4.2 竖直钢柱安装时，应在相互垂直的两轴线方向上采用经纬仪，同时校测钢柱垂直度。

en-us	14.4.2 As for the bearing-joint force-transmission surface which is required to be topped tight in the design, the actual contact area of topping tight shall not be less than 80% of the design contact area and the maximum gap at edges shall not be greater than 0.8mm.
zh-cn	14.4.2 设计要求顶紧的抵承节点传力面，其顶紧的实际接触面积不应少于设计接触面积的80%，且边缘最大缝隙不应大于0.8mm。

en-us	14.4.2 In addition to the requirements of Section 6.4 in the current national standard GB 50348-2004 Technical Code for Engineering of Security and Protection System, the video security system debugging shall also meet the following requirements:
zh-cn	14.4.2 视频安防系统调试除应执行现行国家标准《安全防范工程技术规范》GB 50348-2004第6.4节的规定外，尚应符合下列规定：

en-us	14.4.2 Ordinary bolt connection shall meet the following requirements:
zh-cn	14.4.2 普通螺栓连接应符合下列规定：

en-us	14.4.3 In addition to the requirements of Section 6.4 in the current national standard GB 50348-2004Technical Code for Engineering of Security and Protection System, the access control system debugging shall also meet the following requirements:
zh-cn	14.4.3 出入口控制系统调试除应执行现行国家标准《安全防范工程技术规范》GB 50348-2004第6.4节的规定外，尚应符合下列规定：

en-us	14.4.3 The installation deviation of rods and their connecting pieces shall meet the requirements on the allowable installation deviation specified in the current national standard GB 50205 Code for Acceptance of Construction Quality of Steel Structures.
zh-cn	14.4.3 撑杆及其连接件安装的偏差应符合现行国家标准 《钢结构工程施工质量验收规范》GB 50205对安装允许偏差的规定。

en-us	14.4.3 The survey of crane beam in the steel structure building and rail installation shall meet the following requirements:
zh-cn	14.4.3 钢结构厂房吊车梁与轨道安装测量应符合下列规定：

en-us	14.4.3 Where member is connected in combined means of welding and high-strength bolt, bolting shall be conducted before welding during construction.
zh-cn	14.4.3 当构件的连接为焊接和高强度螺栓混用的连接方式时，应按先栓接后焊接的顺序施工。

en-us	14.4.4 In addition to the requirements of Section 6.4 in the current national standard GB 50348--2004 Technical Code for Engineering of Security and Protection System, the visitor (video) intercom system debugging shall also meet the following requirements:
zh-cn	14.4.4 访客（可视）对讲系统调试除应执行现行国家标准《安全防范工程技术规范》GB 50348-2004第6.4节的规定外，尚应符合下列规定：

en-us	14.4.4 Self-drilling tapping screws, rivet and drive pin shall firmly and closely stick to the connecting steel sheet in an order arrangement.
zh-cn	14.4.4 自钻自攻螺钉、拉铆钉、射钉等与连接钢板应紧固密贴，外观排列整齐。

en-us	14.4.4 The actual survey records such as perpendicularity, straightness, elevation and deflection (arch camber) shall be provided after the installation of the steel roof truss (truss).
zh-cn	14.4.4 钢屋架 （桁架）安装后应有垂直度、直线度、标高、挠度 （起拱）等实测记录。

en-us	14.4.5 Drive pin, rivet and foundation bolt shall be subjected to quality acceptance according to relevant technical documents of manufacturer and the design requirements.
zh-cn	14.4.5 射钉、拉铆钉、地脚锚栓应根据制造厂商的相关技术文件和设计要求进行工程质量验收。

en-us	14.4.5 In addition to the requirements of Section 6.4 in the current national standard GB 50348-2004 Technical Code for Engineering of Security and Protection System, the parking garage (lot) management system debugging shall also meet the following requirements:
zh-cn	14.4.5 停车库（场）管理系统调试除应执行现行国家标准《安全防范工程技术规范》GB 50348-2004第6.4节的规定外，尚应符合下列要求：

en-us	14.4.5 The positioning of the complex member may either be determined with three-dimensional coordinate by the total station which is directly erected on the control point, or be jointly measured and controlled by the water level (for elevation) and total station (for plane coordinate).
zh-cn	14.4.5 复杂构件的定位可由全站仪直接架设在控制点上进行三维坐标测定，也可由水准仪对标高、全站仪对平面坐标进行共同测控。

en-us	14.4.6 The joint debugging, linkage and function integration of the system shall meet the following requirements:
zh-cn	14.4.6 系统的联调、联动与功能集成应符合下列规定：

en-us	14.5 Erection of Purlins and Girts
zh-cn	14.5 檩条和墙梁的安装

en-us	14.5 Inspection of Construction Quality
zh-cn	14.5 施工质量检验

en-us	14.5 Self-examination and Test
zh-cn	14.5 自检自验

en-us	14.5 Survey of Multi-story and Tall Steel Structures
zh-cn	14.5 多层、高层钢结构施工测量

en-us	14.5.1 According to division of erection unit, erection for such secondary members as purlins and girts shall be conducted immediately after the primary member finishes erection. .
zh-cn	14.5.1 根据安装单元的划分，主构件安装完毕后应立即进行檩条、墙梁等次构件的安装。

en-us	14.5.1 Before the installation of multi-story and tall steel structures, the building positioning axis, the bottom-story column axis and the column-bottom foundation elevation shall be rechecked. The installation shall be started after the rechecking is deemed as acceptable.
zh-cn	14.5.1 多层及高层钢结构安装前，应对建筑物的定位轴线、底层柱的轴线、柱底基础标高进行复核，合格后再开始安装。

en-us	14.5.1 In addition to the requirements of Article 8.3.4 in the current national standard GB 50339-2003 Code for Acceptance of Quality of Intelligent Building Systems, Chapter 7 in GB 50348-2004 Technical Code for Engineering of Security and Protection System and GB 50395 Code of Design for Video Monitoring System, the inspection of video surveillance & control system shall also meet the following requirements:
zh-cn	14.5.1 视频安防监控系统检验除应按现行国家标准《智能建筑工程质量验收规范》GB 50339-2003第8.3.4条的规定、《安全防范工程技术规范》GB 50348-2004第7章和《视频安防监控系统工程设计规范》GB 50395有关规定执行，尚应符合下列规定：

en-us	14.5.1 The pre-jacking force established by prestressed rods shall not be greater than 90% of the standard value of the constant load carried in each stage of strengthening columns. And the appearance of strengthened masonry columns shall be in good condition and free from cracks caused by over pre-jacking.
zh-cn	14.5.1 预应力撑杆建立的预顶力不应大于加固柱各阶段所承受的恒荷载标准值的90%，且被加固的砌体柱外观应完好，未出现预顶过度所引起的裂纹。

en-us	14.5.2 Bolts of purlins, girts and eaves purlins between rigid frames shall be screwed after calibration excluding two initially-erected rigid frames.
zh-cn	14.5.2 除最初安装的两榀刚架外，其余刚架间檩条、墙梁和檐檩等的螺栓均应在校准后再拧紧。

en-us	14.5.2 In addition to complying with the requirements of Article 8.3.6 in the current national standard GB 50339-2003 Code for Acceptance of Quality of Intelligent Building Systems, the inspection of intrusion alarm system shall also include the inspection of image change alarm function, background change alarm function, behavior analysis and pattern recognition alarm function of the video alarm detector.
zh-cn	14.5.2 入侵报警系统的检验除应执行现行国家标准《智能建筑工程质量验收规范》GB 50339-2003第8.3.6条的规定外，尚应检验视频报警探测器的图像异动报警功能、背景变化报警功能、行为分析、模式识别报警功能等。

en-us	14.5.2 The control axis of each segment of steel column shall be measured from the turning point of the datum control axis and shall not be led from the axis of the column on the lower story.
zh-cn	14.5.2 每节钢柱的控制轴线应从基准控制轴线的转点引测，不得从下层柱的轴线引出。

en-us	14.5.2 The physical surfaces of prestressed rods and their connecting pieces shall be free from rusty stain, oil stain and dirt.
zh-cn	14.5.2 预应力撑杆及其连接件的外观表面不应有锈迹、油渍和污垢。

en-us	14.5.3 Before the installation of the steel beam, the perpendicularity change of the columns at both ends of the steel beam shall be measured and also the perpendicularity change due to the beam connection of adjacent columns shall be monitored. After completion of the integral member installation in certain area, the integral structure re-survey shall be carried out.
zh-cn	14.5.3 安装钢梁前，应测量钢梁两端柱的垂直度变化，还应监测邻近各柱因梁连接而产生的垂直度变化；待一区域整体构件安装完成后，应进行结构整体复测。

en-us	14.5.3 During erection of purlins and girts, stay bar or tensioned rod shall be arranged and tensioned but shall not bend the purlin and girt.
zh-cn	14.5.3 檩条和墙梁安装时，应及时设置撑杆或拉条并拉紧，但不应将檩条和墙梁拉弯。

en-us	14.5.3 In addition to complying with the requirements of Article 8.3.7 in the current national standard GB 50339-2003 Code for Acceptance of Quality of Intelligent Building Systems, the inspection of access control system shall also include the inspection of recognition function, accuracy and linkage function of the biological recognition system and shall meet the requirements of Article 13.4.7 in the current professional standard JGJ 16-2008 Code for Electrical Design of Civil Buildings or the requirements of design document.
zh-cn	14.5.3 出入口控制系统的检验除应执行现行国家标准《智能建筑工程质量验收规范》GB 50339-2003第8.3.7条的规定外，尚应检验生物识别系统的识别功能，准确率及联动控制功能，并应符合现行行业标准《民用建筑电气设计规范》JGJ 16-2008第13.4.7条的规定或者设计文件要求。

en-us	14.5.4 During lifting of cold-formed thin-wall steel member such as purlins and girts, adequate measures shall be taken to avoid permanent deformation, and contact position between cable loop and member shall be well cushioned.
zh-cn	14.5.4 檩条和墙梁等冷弯薄壁型钢构件吊装时应采取适当措施，防止产生永久变形，并应垫好绳扣与构件的接触部位。

en-us	14.5.4 During the installation of the steel structures, the possible member expansion or bending deformation caused by factors such as sunlight and welding shall be analyzed and corresponding measures shall be taken.
zh-cn	14.5.4 钢结构安装时，应分析日照、焊接等因素可能引起构件的伸缩或弯曲变形，并应采取相应措施。

en-us	14.5.4 The inspection of patrol management system shall comply with the requirements of Article 8.3.8 in the current national standard GB 50339-2003 Code for Acceptance of Quality of Intelligent Building Systems.
zh-cn	14.5.4 巡更管理系统的检验应执行现行国家标准《智能建筑工程质量验收规范》GB 50339-2003第8.3.8条的规定。

en-us	14.5.5 Erected and positioned purlin and girt members shall not be used for lifting other heavy objects.
zh-cn	14.5.5 不得利用已安装就位的檩条和墙梁构件起吊其他重物。

en-us	14.5.5 The allowable tolerance for the integral perpendicularity of major structure is H/2500+10mm (His height), and shall be less than or equal to 50.0mm; the allowable tolerance of integral plane bending is L/1500 (Lis width), and shall be less than or equal to 25.0mm.
zh-cn	14.5.5 主体结构整体垂直度的允许偏差为H/2500+10mm（H为高度），但不应大于50.0mm；整体平面弯曲允许偏差为L/1500 （L为宽度），且不应大于25.0mm。

en-us	14.5.5 The inspection of parking garage (lot) management system shall comply with the requirements of Article 8.3.9 in the current national standard GB 50339-2003 Code for Acceptance of Quality of Intelligent Building Systems.
zh-cn	14.5.5 停车库（场）管理系统的检验应执行现行国家标准《智能建筑工程质量验收规范》GB 50339-2003第8.3.9条的规定。

en-us	14.5.6 For over 150m high building steel structures, GPS or corresponding method should be adopted to recheck the integral perpendicularity.
zh-cn	14.5.6 高度在150m以上的建筑钢结构，整体垂直度宜采用GPS或相应方法进行测量复核。

en-us	14.5.6 The inspection of integrated security management system shall comply with the requirements of Article 8.3.10 in the current national standard GB 50339-2003 Code for Acceptance of Quality of Intelligent Building Systems.
zh-cn	14.5.6 安全防范综合管理系统的检验应执行现行国家标准《智能建筑工程质量验收规范》GB 50339-2003第8.3.10条的规定。

en-us	14.6 Erection of Enclosure System
zh-cn	14.6 围护系统安装

en-us	14.6 Quality Record
zh-cn	14.6 质量记录

en-us	14.6 Survey of High-rising Steel Structures
zh-cn	14.6 高耸钢结构施工测量

en-us	14.6.1 During erection of wallboard and roofing, girt and purlin shall be kept straightly and flatly.
zh-cn	14.6.1 在安装墙板和屋面板时，墙梁和檩条应保持平直。

en-us	14.6.1 In addition to complying with the requirements of Section 3.7 in this code, the quality record of security system shall also meet the relevant requirements of the current national standard GB 50348 Technical Code for Engineering of Security and Protection System.
zh-cn	14.6.1 安全防范系统质量记录除应执行本规范的第3.7节的规定外，尚应执行现行国家标准《安全防范工程技术规范》GB 50348的有关规定。

en-us	14.6.1 The construction control network of the high-rising steel structures should be arranged as farmland, round or radial patterns on the ground.
zh-cn	14.6.1 高耸钢结构的施工控制网宜在地面布设成田字形、圆形或辐射形。

en-us	14.6.10 The deviation for erection of profiled steel sheet shall not be greater than permissible deviation specified in Table 14.6.10.
zh-cn	14.6.10 压型钢板安装的偏差不应大于表14.6.10规定的允许偏差。

en-us	14.6.2 Heat preservation material shall be laid flatly and smoothly with both ends fixed to the structure main body; where single-side vapor barrier, if adopted, shall be placed at the inner side of building.
zh-cn	14.6.2 隔热材料应平整铺设，两端应固定到结构主体上，采用单面隔汽层时，隔汽层应置于建筑物的内侧。

en-us	14.6.2 When the construction axis point is directly measured by transferring the plan control point to the upper part, different survey methods shall be adopted for checking and the allowable error for survey is 4mm.
zh-cn	14.6.2 由平面控制点投测到上部直接测定施工轴线点，应采用不同测量法校核，其测量允许误差为4mm。

en-us	14.6.3 The laser plummet apparatus should be used for the survey of tower verticality (the elevation is above±0.000m) and the diameter of the track circle at the laser point which is drawn by the 360° rotation of the laser apparatus received by the receiving target at 100m elevation shall be less than 10mm.
zh-cn	14.6.3 标高±0.000m以上塔身铅垂度的测设宜使用激光铅垂仪，接收靶在标高100m处收到的激光仪旋转360°划出的激光点轨迹圆直径应小于10mm。

en-us	14.6.3 Where fixed roofing is connected with purlin and wallboard is connected with girt, center distance between screws should not be greater than 300mm.
zh-cn	14.6.3 固定式屋面板与檩条连接及墙板与墙梁连接时，螺钉中心距不宜大于300mm。

en-us	14.6.4 Continuous sealing rubber strip shall be arranged at lapped joints along longitudinal and transverse direction of roofing.
zh-cn	14.6.4 在屋面板的纵横方向搭接处，应连续设置密封胶条。

en-us	14.6.4 The laser plummet apparatus should be arranged at the tower center point when the elevation of the high-rising steel structures is less than 100m, four apparatus should be arranged when the elevation is 100m~200m, and five apparatus (including the tower center point) should be arranged when the elevation is above 200m.
zh-cn	14.6.4 高耸钢结构标高低于100m时，宜在塔身中心点设置铅垂仪；标高为100m～200m时，宜设置四台铅垂仪；标高为200m以上时，宜设置包括塔身中心点在内的五台铅垂仪。

en-us	14.6.5 The flashing plate or wrap-edge-plate with favorable sealing performance and appearance shall be arranged around angle section, roof ridge, cornice, roofing opening or protrusion.
zh-cn	14.6.5 在角部、屋脊、檐口、屋面板孔口或突出物周围，应设置具有良好密封性能和外观的泛水板或包边板。

en-us	14.6.5 The permissible error for survey with the laser plummet apparatus transferred to the receiving target shall meet those specified in Table 14. 6.
zh-cn	14.6.5 激光铅垂仪投测到接收靶的测量允许误差应符合表14.6.5的要求。

en-us	14.6.6 During erection of profiled steel roof, effective measures shall be taken to distribute construction load to relatively large area to prevent roofing from local buckling due to construction concentrated load.
zh-cn	14.6.6 安装压型钢板屋面时，应采取有效措施将施工荷载分布至较大面积，防止因施工集中荷载造成屋面板局部压屈。

en-us	14.6.6 When the construction of the high-rising steel structures reaches 100m high, the sunlight deformation observation should be carried out; in addition, the sunlight deformation curve is drawn and the minimum sunlight deformation range is listed.
zh-cn	14.6.6 高耸钢结构施工到100m高度时，宜进行日照变形观测，并绘制出日照变形曲线，列出最小日照变形区间。

en-us	14.6.7 During construction on roof, safety measures such as safety rope shall be adopted, and safety net shall also be adopted where necessary.
zh-cn	14.6.7 在屋面上施工时，应采用安全绳等安全措施，必要时应采用安全网。

en-us	14.6.7 Round-trip survey along the tower direction should be carried out to determine the elevation of the high-rising steel structures with a steel ruler; the survey results should be corrected with regard to ruler length, temperature & tension and their precision shall be greater than 1/10000.
zh-cn	14.6.7 高耸钢结构标高的测定，宜用钢尺沿塔身铅垂方向往返测量，并宜对测量结果进行尺长、温度和拉力修正，精度应高于1/10000。

en-us	14.6.8 During laying of profiled steel sheet, attention shall be paid to perennial wind direction which shall be opposite to that in the lapping of plate rib.
zh-cn	14.6.8 压型钢板铺设要注意常年风向，板肋搭接应与常年风向相背。

en-us	14.6.8 GPS should be adopted to survey and recheck the integral perpendicularity of over 150m high high-rising steel structures.
zh-cn	14.6.8 高度在150m以上的高耸钢结构，整体垂直度宜采用GPS进行测量复核。

en-us	14.6.9 The flatness of plate on both sides shall be inspected for every erection of 5~6 profiled steel sheets, and deviation, if any, shall be timely regulated.
zh-cn	14.6.9 每安装5块～6块压型钢板，应检查板两端的平整度，当有误差时，应及时调整。

en-us	14.7 Acceptance
zh-cn	14.7 验收

en-us	14.7.1 According to the requirements of current national standard GB 50300 Unified Standardfor Constructional Quality Acceptance of Building Engineering, completion acceptance for steel structure shall be conducted based on subsection project while that for large steel structure engineering may be conducted based on several divided sub-subsection projects.
zh-cn	14.7.1 根据现行国家标准《建筑工程施工质量验收统一标准》GB 50300的规定，钢结构应按分部工程竣工验收，大型钢结构工程可划分成若干个子分部工程进行竣工验收。

en-us	14.7.2 Acceptable quality level for subsection project shall meet the following requirements:
zh-cn	14.7.2 钢结构分部工程合格质量标准应符合下列规定：

en-us	14.7.3 The following documents and records shall be provided during completion acceptance for subsection project:
zh-cn	14.7.3 钢结构分部工程竣工验收时，应提供下列文件和记录：

en-us	14.7.4 Quality acceptance record of steel structure engineering shall meet the following requirements:
zh-cn	14.7.4 钢结构工程质量验收记录应符合下列规定：

en-us	15 Automatic Train Protection
zh-cn	15 列车自动防护

en-us	15 Construction Monitoring
zh-cn	15 施工监测

en-us	15 GB 15762 Autoclaved Aerated Concrete Slabs
zh-cn	15 《蒸压加气混凝土板》GB 15762

en-us	15 GB 17896 Limited Values of Energy Efficiency and Evaluating Values of Energy Conservation of Ballasts for Tubular Fluorescent Lamps
zh-cn	15 《管型荧光灯镇流器能效限定值及节能评价值》 GB 17896

en-us	15 GB 8076 Concrete Admixtures
zh-cn	15《混凝土外加剂》GB 8076

en-us	15 GB/T 228 Metallic Materials—Tensile Testing at Ambient Temperature
zh-cn	15 《金属材料室温拉伸试验方法》GB/T 228

en-us	15 GB/T 247 General Rule of Package Mark and Certification for Steel Plates (Sheets) and Strips
zh-cn	15 《钢板和钢带包装、标志及质量证明书的一般规定》 GB/T 247

en-us	15 GB/T 25182 Grouting Admixture for Prestressed Structure
zh-cn	15 《预应力孔道灌浆剂》 GB／T 25182

en-us	15 GB/T 700 Carbon Structural Steels
zh-cn	15 《碳素结构钢》GB/T 700

en-us	15 GB/T 985.2 Recommended Joint Preparation for Submerged Arc Welding
zh-cn	15 《埋弧焊的推荐坡口》GB/T 985.2

en-us	15 Intelligentized Integration System
zh-cn	15 智能化集成系统

en-us	15 JGJ 18 Specification for welding and acceptance of reinforcing steel bars
zh-cn	15《钢筋焊接及验收规程》JGJ 18

en-us	15 Processing schemes and acceptance records of significant projects quality problems;
zh-cn	15 工程的重大质量问题的处理方案和验收记录；

en-us	15 Strengthening Steel Members with Enlarged Section
zh-cn	15 钢构件增大截面工程

en-us	15 The connection of muff-coupling clamping steel pipe shall meet the following requirements:
zh-cn	15 套接紧定式钢管连接应符合下列规定：

en-us	15 The master power input voltage in the machine room shall be measured and when it is confirmed to be normal, it can be tested with power.
zh-cn	15 应测量机房主电源输入电压，确定正常后，方可进行通电测试。

en-us	15. Add the key points for lateral load test of single pile and key points for vertical uplift test of single pile.
zh-cn	15.增加单桩水平载荷试验要点，单桩竖向抗拔载荷试验要点。

en-us	15. Reference temperature data for nationwide cities and isothermal line map are provided based on the statistics of meteorological observation data of the monthly average maximum and minimum air temperature.
zh-cn	15.根据历年月平均最高和月平均最低气温资料，经统计给出全国各气象台站的基本气温，增加了全国基本气温分布图；

en-us	15.1 Construction Preparation
zh-cn	15.1 施工准备

en-us	15.1 General Requirements
zh-cn	15.1 一般规定

en-us	15.1.1 Technical preparation shall meet the following requirements:
zh-cn	15.1.1 技术准备应符合下列规定：

en-us	15.1.1 The inspection of the ATP system functions shall be performed according to the design requirements and relevant technical requirements.
zh-cn	15.1.1 ATP系统功能检验应按设计和相关技术要求进行。

en-us	15.1.1 This Chapter is applicable to the construction monitoring for the large and important steel structures, such as tall structures, long-span spatial structures and high-rising structures according to the design requirements and the contract provisions.
zh-cn	15.1.1 本章适用于高层结构、大跨度空间结构、高耸结构等大型重要钢结构工程，按设计要求和合同约定进行的施工监测。

en-us	15.1.1 This chapter is applicable to the construction process control and construction quality inspection of strengthening steel members with enlarged section under load conditions.
zh-cn	15.1.1 本章适用于负荷状态下钢构件增大截面工程的施工过程控制和施工质量检验。

en-us	15.1.2 Before the inspection of ATP system functions, the completion of single item commissioning of system equipment and the static/dynamic commissioning of the onboard equipment shall be confirmed, and the commissioning and testing data and performance index shall meet the design requirements and relevant technical requirements.
zh-cn	15.1.2 ATP系统功能检验前，应确认系统设备单项调试、车载设备静态/动态调试已完成，调测数据、性能指标应符合设计和相关技术要求。

en-us	15.1.2 The construction monitoring methods shall be selected according to actual engineering situations such as monitoring objects, monitoring purpose, monitoring frequency, monitoring duration and monitoring precision.
zh-cn	15.1.2 施工监测方法应根据工程监测对象、监测目的、监测频度、监测时长、监测精度要求等具体情况选定。

en-us	15.1.2 The preparation of materials and equipment shall meet the following requirements:
zh-cn	15.1.2 材料与设备准备应符合下列规定：

en-us	15.1.2 The strengthening of steel members with enlarged section under unload conditions may be carried out according to the construction procedure of the newly-built steel structure after unloading and cleaning and finishing the existing structures and members.
zh-cn	15.1.2 卸荷状态下钢构件增大截面工程的施工，可在卸荷并清理、修整原结构、构件后按新建钢结构的施工程序进行。

en-us	15.1.3 An integrated testing shall be performed for the trackside equipment clearance before commissioning of the ATP system and the ATP system shall be inspected after the equipment clearance requirements are met.
zh-cn	15.1.3 ATP系统调试前应对线路轨旁设备限界进行一次全面检测，均应在符合设备限界要求时再进行系统检验。

en-us	15.1.3 During the construction of steel structures, the process monitoring may be carried out for items such as structural deformation, structural internal force and environmental capacity.
zh-cn	15.1.3 钢结构施工期间，可对结构变形、结构内力、环境量等内容进行过程监测。

en-us	15.1.3 The construction procedure of the strengthening of steel members with enlarged section under load conditions shall meet the following requirements:
zh-cn	15.1.3 负荷状态下钢构件增大截面工程的施工程序应符合下列规定：

en-us	15.1.3 The integrated subsystem shall be possessed of the relevant acceptance conditions complying with the current national standard GB 50339 Code for Acceptance of Quality of Intelligent Building Systems.
zh-cn	15.1.3 集成子系统具备现行国家标准《智能建筑工程质量验收规范》GB 50339规定的有关验收条件。

en-us	15.1.4 At the beginning of welding procedure of strengthening steel members with enlarged section, the air temperature requirements of construction sites shall comply with those specified in Article 16.1.3 of this code.
zh-cn	15.1.4 钢构件增大截面工程进入焊接工序时，其施工现场的气温要求应按本规范第16.1.3条的规定执行。

en-us	15.1.4 The adopted monitoring instrument and equipment shall meet the data accuracy requirement and guarantee the data stability and accuracy; the sensors with high sensitivity, good corrosion resistance, strong electromagnetic wave interference resistance, small volume and light weight should be adopted.
zh-cn	15.1.4 采用的监测仪器和设备应满足数据精度要求，且应保证数据稳定和准确，宜采用灵敏度高、抗腐蚀性好、抗电磁波干扰强、体积小、重量轻的传感器。

en-us	15.1.4 The connectivity of communication channels applied for the ATP system shall be inspected before commissioning of the ATP system.
zh-cn	15.1.4 ATP系统调试前应检查系统所使用的通信通道畅通。

en-us	15.1.5 ATP system must meet the fail-safe principle.
zh-cn	15.1.5 ATP系统必须符合故障导向安全原则。

en-us	15.1.5 Strengthening steel members with enlarged section under load conditions shall be required tocarry out by professional organization with corresponding technical grade qualification; the welding operation must be conducted by the welder who has obtained the corresponding position welding quality certificate and passed on-site evaluation.
zh-cn	15.1.5 负荷状态下钢构件增大截面工程，应要求由具有相应技术等级资质的专业单位进行施工；其焊接作业必须由取得相应位置施焊的焊接合格证、且经过现场考核合格的焊工施焊。

en-us	15.2 ATP System Function Inspection
zh-cn	15.2 列车自动防护系统功能检验

en-us	15.2 Construction Monitoring
zh-cn	15.2 施工监测

en-us	15.2 Installation of Hardware and Software
zh-cn	15.2 硬件和软件安装

en-us	15.2 Interface Treatment
zh-cn	15.2 界面处理

en-us	15.2.1 After derusting and finishing, the surfaces of the strengthening part of the existing structures and members shall show metallic luster and be free from obvious concave or damage; if scratch exists, its depth shall not be greater than 0.5mm.
zh-cn	15.2.1 原结构、构件的加固部位经除锈和修整后，其表面应显露出金属光泽，且不应有明显的凹面或损伤；若有划痕，其深度不得大于0.5mm。

en-us	15.2.1 System diagram, network topology diagram, equipment layout and wiring diagram shall be drawn according to the network planning and allocation scheme, integration system function and system performance documents.
zh-cn	15.2.1 应依据网络规划和配置方案、集成系统功能和系统性能文件，绘制系统图、网络拓扑图、设备布置接线图。

en-us	15.2.1 The monitoring functions of the train driving mode shall meet the design requirements and shall verify the following items:
zh-cn	15.2.1 驾驶模式监控功能应符合设计要求。驾驶模式监控功能应验证下列内容：

en-us	15.2.1 The special construction monitoring plan shall be prepared for the construction monitoring.
zh-cn	15.2.1 施工监测应编制专项施工监测方案。

en-us	15.2.2 Cracks of the existing structure members shall be repaired according to those specified in Chapter 17 of this code.
zh-cn	15.2.2 原构件的裂纹应按本规范第17章进行修复。

en-us	15.2.2 Reliable protection measures shall be taken for the arrangement of construction monitoring points according to the site installation conditions and cross construction operation.
zh-cn	15.2.2 施工监测点布置应根据现场安装条件和施工交叉作业情况，采取可靠的保护措施。

en-us	15.2.2 The graphical interfaces shall be drawn and communication parameters shall be configured according to the technical documents of integrated subsystem; meanwhile, the subsystem authority management configuration shall be carried out.
zh-cn	15.2.2 应依据集成子系统技术文件进行图形界面绘制和通信参数配置，并应进行子系统权限管理配置。

en-us	15.2.2 The speed control function of the train shall meet the design requirements and shall verify the following items:
zh-cn	15.2.2 列车速度控制功能应符合设计要求。列车速度控制功能应验证下列内容：

en-us	15.2.3 The emergency train stop function of the train shall meet the design requirements.
zh-cn	15.2.3 列车紧急停车功能应符合设计要求。

en-us	15.2.3 The grading and precision requirement of deformation monitoring for steel structures shall meet those specified in Table 15.2.3.
zh-cn	15.2.3 钢结构工程变形监测的等级划分及精度要求，应符合表15.2.3的规定。

en-us	15.2.3 The quality inspection of application software shall be carried out according to the integration system function and system performance documents, integrated subsystem communication interface, switching software of development communication interface as well as the requirements of Article 3.5.4 in this code.
zh-cn	15.2.3 应依据集成系统功能和系统性能文件、集成子系统通信接口，开发通信接口转换软件，并应按本规范第3.5.4条的规定进行应用软件的质量检查。

en-us	15.2.3 The welding surfaces of steels in to-be-welded section shall be free from obvious concave, damage and scratch; the original welding scars, splashes and burrs shall be removed.
zh-cn	15.2.3 待焊区钢材焊接面应无明显凹面、损伤和划痕；对原有的焊疤、飞溅物及毛刺应清除干净。

en-us	15.2.4 Before strengthening welding, the cleaning quality of to-be-welded section and within50mm beyond both ends shall be re-inspected.
zh-cn	15.2.4 加固施焊前应复查待焊区间及其两端以外各50mm范围内的清理质量。

en-us	15.2.4 Installation of such equipment as server, workstation, communication interface converter and media coder shall meet the requirements of Article 6.2.1 in this code.
zh-cn	15.2.4 服务器、工作站、通信接口转换器、视频编解码器等设备安装应符合本规范第6.2.1条的规定。

en-us	15.2.4 The deformation monitoring method may be selected according to those specified in Table15. 2.4 or various methods may be simultaneously adopted for the monitoring.
zh-cn	15.2.4 变形监测方法可按表15.2.4选用，也可同时采用多种方法进行监测。

en-us	15.2.4 The safety control function of the train doors shall meet the design requirements and shall verify the following items:
zh-cn	15.2.4 列车车门安全控制功能应符合设计要求。列车车门安全控制功能应验证下列内容：

en-us	15.2.5 Monitoring data shall be collected and processed in time, particularly in accordance with the frequency. The missed, error or abnormal data shall be monitored, ratified or modified.
zh-cn	15.2.5 监测数据应及时采集和整理，并应按频次要求采集，对漏测、误测或异常数据应及时补测或复测、确认或更正。

en-us	15.2.5 The automatic control function of platform screen doors shall meet the design requirements and shall verify the following items:
zh-cn	15.2.5 站台屏蔽门自动控制功能应符合设计要求。站台屏蔽门自动控制功能应验证下列内容：

en-us	15.2.5 The software installation of server and workstation shall meet the requirements of Article6. 2.2 in this code.
zh-cn	15.2.5 服务器和工作站的软件安装应符合本规范第6.2.2条的规定。

en-us	15.2.6 The monitoring period of stress and strain should be synchronous with that of deformation.
zh-cn	15.2.6 应力应变监测周期，宜与变形监测周期同步。

en-us	15.2.6 The onboard signal receiving function shall meet the design requirements and shall verify the intensity of signal sent from the wayside equipment is able to meet the requirements of receiving sensitivity of onboard equipment.
zh-cn	15.2.6 车载信号接收功能应符合设计要求。车载信号接收功能应验证由地面设备发送的信号强度能够满足车载设备接收灵敏度的要求。

en-us	15.2.6 The software debugging and modification of communication interface shall be carried out on the dedicated computer and be subjected to version control.
zh-cn	15.2.6 通信接口软件调试和修改工作应在专用计算机上进行，并应进行版本控制。

en-us	15.2.7 The software at the service end of integration system shall be configured as automatic operation mode after startup.
zh-cn	15.2.7 应将集成系统的服务端软件配置为开机自动运行方式。

en-us	15.2.7 The turn-back function of the train shall meet the design requirements and shall verify the complete ATP function is provided during the train turn-back operation.
zh-cn	15.2.7 列车折返功能应符合设计要求。列车折返功能验证折返作业应具有完整的ATP功能。

en-us	15.2.7 When the structural deformation and structural internal force are monitored, the environmental variables such as temperature and wind force at the monitoring points should be monitored at the same time.
zh-cn	15.2.7 在进行结构变形和结构内力监测时，宜同时进行监测点的温度、风力等环境量监测。

en-us	15.2.8 The fault alarming function shall meet the design requirements and shall verify the following items:
zh-cn	15.2.8 故障报警功能应符合设计要求。故障报警功能应验证下列内容：

en-us	15.2.8 The quantitative analysis and qualitative analysis shall be timely carried out for the monitoring data.
zh-cn	15.2.8 监测数据应及时进行定量和定性分析。

en-us	15.2.9 Train wayside communication function shall meet the design requirements and shall verify the timeliness and accuracy of information exchange between the wayside equipment and onboard equipment.
zh-cn	15.2.9 车地通信功能应符合设计要求。车地通信功能应验证地面设备与车载设备信息交换的及时与正确性。

en-us	15.2.9 When the monitoring results are required to be used for the tendency forecast, the error range and applicable conditions of the forecast result shall be given.
zh-cn	15.2.9 需要利用监测结果进行趋势预报时，应给出预报结果的误差范围和适用条件。

en-us	15.3 Fabrication of Steel Elements
zh-cn	15.3 新增钢部件加工

en-us	15.3 Quality Control
zh-cn	15.3 质量控制

en-us	15.3.1 The cut surface or shear surface of steels shall be free from cracks, slag inclusions, sub-layers and edge defect larger than 1mm.
zh-cn	15.3.1 钢材的切割面或剪切面应无裂纹、夹渣、分层和大于1mm的缺棱。

en-us	15.3.1 The dominant items shall meet the following requirements:
zh-cn	15.3.1 主控项目应符合下列规定：

en-us	15.3.2 The general items shall meet the following requirements:
zh-cn	15.3.2 一般项目应符合下列规定：

en-us	15.3.2 When gas cutting or mechanical shearing spare parts require edge processing, the planning quantity shall not be less than 2.0mm.
zh-cn	15.3.2 气割或机械剪切的零部件，需要进行边缘加工时，其刨削量不应小于2.0mm。

en-us	15.3.3 Where high strength bolts are adopted for connecting, the fabrication and installation organizations of steel structures shall respectively carry out test and repeat test on the antiskid coefficient of the connection friction surface of high-strength bolts according to those specified in Appendix B of the national standard GB 50205-2001Code for Acceptance of Construction Quality of Steel Structures: on-site processed friction surfaces of members shall be carried out friction surface antiskid coefficient test separately; and the results shall meet the design requirements.
zh-cn	15.3.3 当采用高强度螺栓连接时，钢结构制作和安装单位应按国家标准《钢结构工程施工质量验收规范》GB 502052001附录B的规定分别进行高强度螺栓连接摩擦面的抗滑移系数试验和复验；现场处理的构件摩擦面应单独进行摩擦面抗滑移系数试验；其结果应符合设计要求。

en-us	15.3.4 Level A and B bolt holes (Class I holes) shall be provided with the accuracy of H12; The allowable diameter deviation of Level C bolt holes (Class Ⅱholes) mm.
zh-cn	15.3.4 A、B级螺栓孔 （Ⅰ类孔）应具有H12的精度；C级螺栓孔 （Ⅱ类孔）的孔径允许偏差为 mm。

en-us	15.3.5 Gas cutting deviation shall not be greater than the requirements on allowable deviation specified in Table 15.3.5.
zh-cn	15.3.5 气割的偏差不应大于表15.3.5对允许偏差的规定。

en-us	15.3.6 Mechanical shearing deviation shall not be greater than the specified value of allowable deviation specified in Table 15.3.6.
zh-cn	15.3.6 机械剪切的偏差不应大于表15.3.6对允许偏差的规定值。

en-us	15.3.7 Edge processing deviation shall not be greater than the requirements on allowable deviation specified in Table 15.3.7.
zh-cn	15.3.7 边缘加工偏差不应大于表15.3.7对允许偏差的规定。

en-us	15.3.8 The distance deviation of bolt holes shall meet the requirements of allowable deviation specified in the current national standard GB 50205 Code for Acceptance of Construction Quality of Steel Structures.
zh-cn	15.3.8 螺栓孔孔距的偏差应符合现行国家标准 《钢结构工程施工质量验收规范》GB 50205对允许偏差的规定。

en-us	15.4 Installation and Slicing Construction of Newly-added Steel Elements
zh-cn	15.4 新增部件安装、拼接施工

en-us	15.4 System Debugging
zh-cn	15.4 系统调试

en-us	15.4.1 The debugging preparation shall meet the following requirements:
zh-cn	15.4.1 调试准备应符合下列规定：

en-us	15.4.1 When strengthening steel structures under load, detailed construction technical scheme mustbe formulated and effective safety measures must be taken with a view to preventing structural performance of strengthened steel members from being damaged by welding heating, supplement drilling and hole enlarging etc.
zh-cn	15.4.1 在负荷下进行钢结构加固时，必须制定详细的施工技术方案，并采取有效的安全措施，防止被加固钢构件的结构性能受到焊接加热、补加钻孔、扩孔等作业的损害。

en-us	15.4.2 After the network parameters have been configured, the equipment and software of the integration system and subsystem shall be able to be connected to each other.
zh-cn	15.4.2 网络参数配置完成后，集成系统和子系统的设备和软件之间应能相互连通。

en-us	15.4.2 Reasonable welding sequence and welding process must be formulated when the connection of newly-added steel members and the existing structures is achieved by welding.
zh-cn	15.4.2 新增钢构件与原结构的连接采用焊接时，必须制定合理的焊接顺序和施焊工艺。

en-us	15.4.3 The software which requires continuous operation in the system debugging process shall always be in operation state.
zh-cn	15.4.3 系统调试过程中，要求不间断运行的软件应始终处于运行状态。

en-us	15.4.3 Where the steel structure members is strengthened through welding under load, firstly the strengthening and strengthened members shall be mutually compressed along the overall length, then shall be welded from the ends of strengthening members to inward divided sections (each section shall not be greater than 70mm) after welding with positioning welded joints with the length of 20mm and the spacing of 300mm~500mm. Pause 3min~5min after welding each section.
zh-cn	15.4.3 在负荷下采用焊接方法对钢结构构件进行加固时，应先将加固件与被加固件沿全长互相压紧，并用长20mm、间距300mm～500mm的定位焊缝焊接后，再由加固件端部向内划分区段 （每段不大于70mm）进行施焊。

en-us	15.4.4 If adopting bolts (or rivets) to connect newly-added steel plate members, the existing structure members and strengthened plate members shall be mutually compressed first. Then holes shall be drilled one by one from the end to the middle part of the strengthening plate members and the bolts (or rivets) shall be installed and tightened immediately.
zh-cn	15.4.4 采用螺栓 （或铆钉）连接新增钢板件时，应先将原构件与被加固板件相互压紧，然后从加固板件端部向中间逐个制孔并随即安装、拧紧螺栓 （或铆钉）。

en-us	15.4.4 The working state and operating log of the software shall be inspected every day and the error shall be corrected.
zh-cn	15.4.4 应每天检查软件的工作状态和运行日志，并应修改错误。

en-us	15.4.5 After the system has been debugged, the following inspections shall be carried out and errors be corrected:
zh-cn	15.4.5 系统调试运行后，应进行下列检查并修改错误：

en-us	15.4.5 The screwing order and torsion moment of primary screwing and rescrewing for high strength bolt connectors shall meet the design requirements and those specified in the current professional standard JGJ 82 Code for Design, Construction and Acceptance of High Strength Bolts Connection for Steel Structure of the nation.
zh-cn	15.4.5 高强度螺栓连接副的施拧顺序和初拧、复拧扭矩应符合设计要求和国家现行行业标准 《钢结构高强度螺栓连接的设计、施工及验收规程》JGJ 82的规定。

en-us	15.4.6 After the data have been checked, functional test shall be carried out one by one according to the integration system function documents as approved through joint review.
zh-cn	15.4.6 数据核对完成后，应按照经会审批准的集成系统功能文件逐条进行功能测试。

en-us	15.4.6 If adopting enlarged section to strengthen statically indeterminate structure, the whole strengthening members and strengthened structure members shall be compressed and positioned by spot welding first; and then the strengthening connection shall be carried out from the maximum-pressure member successively and continuously according to the requirements of Article 15.4.3.
zh-cn	15.4.6 采用增大截面法加固静不定结构时，应首先将全部加固件与被加固构件压紧并点焊定位，然后按第15.4.3条的要求从受力最大构件依次连续地进行加固连接。

en-us	15.4.7 After the functional test has been finished, performance test shall be carried out one by one according to the integration system function documents as approved through joint review.
zh-cn	15.4.7 功能测试完成后，应按照经会审批准的集成系统性能文件逐条进行性能测试。

en-us	15.4.7 The splicing dimensional deviation of newly-added steel components and the existing structures shall be inspected and evaluated according to the requirements of the current national standard GB 50205 Code for Acceptance of Construction Quality of Steel Structures.
zh-cn	15.4.7 新增钢部件与原结构拼接的尺寸偏差，应按现行国家标准《钢结构工程施工质量验收规范》GB 50205的规定进行检查和评定。

en-us	15.4.8 If operation error occurs, or system function or performance fails to meet the design requirements in the debugging process, these shall be recorded completely, and the error shall be corrected and the function shall be enhanced.
zh-cn	15.4.8 调试过程中出现运行错误、系统功能或性能不能满足设计要求时，应完整记录，并应修改错误和完善功能。

en-us	15.4.9 Before the end of system debugging, all problem reports shall be treated and recorded.
zh-cn	15.4.9 系统调试结束前应对所有问题报告进行处理，并应作记录。

en-us	15.5 Inspection of Construction Quality
zh-cn	15.5 施工质量检验

en-us	15.5 Self-examination and Test
zh-cn	15.5 自检自验

en-us	15.5.1 As for Grade 1 and 2 welded joints which the design requires to fully weld, internal defecttest shall be conducted through ultrasonic inspection; if ultrasonic inspection cannot make a judgment of the defects, radiographic inspection shall be adopted.
zh-cn	15.5.1 设计要求全焊透的一、二级焊缝应采用超声波探伤进行内部缺陷的检验；超声波探伤不能对缺陷作出判断时，应采用射线探伤。

en-us	15.5.1 The system shall be inspected according to the integration system function and performance documents as approved through joint review; the system shall meet the requirements of documents.
zh-cn	15.5.1 应按照经会审批准的集成系统功能和性能文件对系统进行检测，系统应能达到文件要求。

en-us	15.5.2 Inspection and evaluation of weld appearance quality shall be in accordance with those specified in Table 15.5.2.
zh-cn	15.5.2 焊缝外观质量的检查与评定应符合表15.5.2的规定。

en-us	15.5.2 The system network security shall be inspected according to the network planning and allocation scheme of intelligentized integration system and the system shall meet the requirements of documents.
zh-cn	15.5.2 应按照智能化集成系统的网络规划和配置方案对系统进行网络安全检测，系统应能达到文件要求。

en-us	15.5.3 Final screwing torsion moment inspection shall be carried out within 48h after the final screwing of high strength large hexagon head bolts connector has been completed for 1h. The inspection result shall meet the requirements of the current national standard GB 50205 Code for Acceptance of Construction Quality of Steel Structures.
zh-cn	15.5.3 高强度大六角头螺栓连接副终拧完成1h后的48h内应进行终拧扭矩检查；检查结果应符合现行国家标准 《钢结构工程施工质量验收规范》GB 50205的规定。

en-us	15.5.3 The allocation scheme and configuration documentation of the equipment and software shall be complete.
zh-cn	15.5.3 设备及软件的配置方案和配置说明文档应齐全。

en-us	15.5.4 After final screwing of torsion-shear high-strength bolt connector, the number of bolts, whose wabblers are not be wrung off in the final screwing except for the wabblers which cannot be wrung off by using special spanner because of the structure, shall not be greater than 5% of the bolts number at the node.
zh-cn	15.5.4 扭剪型高强度螺栓连接副终拧后，除因构造原因无法使用专门扳手拧掉梅花头外，未在终拧中拧掉梅花头的螺栓数不应多于该节点螺栓数的5%。

en-us	15.5.4 After self-examination and test, all test users and test data shall be deleted.
zh-cn	15.5.4 自检自验后应将所有测试用户和测试数据删除。

en-us	15.5.5 The dimensional error of weld shall meet the requirements of the current national standard GB 50205 Code for Acceptance of Construction Quality of Steel Structures.
zh-cn	15.5.5 焊缝的尺寸偏差应符合现行国家标准 《钢结构工程施工质量验收规范》GB 50205的规定。

en-us	15.5.6 The ripples of weld shall be even; the transition between welding beads as well as the transition between welding bead and base metal shall be relatively smooth; the welding slag and spatters shall be basically cleaned up.
zh-cn	15.5.6 焊缝的焊波应均匀；焊道与焊道、焊道与基本金属间过渡应较平滑；焊渣和飞溅物应基本清除干净。

en-us	15.5.7 The screwing order and torsion moment of primary screwing and rescrewing for high strength bolt connector shall meet the design requirements and those specified in the current professional standard JGJ 82 Code for Design, Construction and Acceptance of High Strength Bolts Connection for Steel Structure.
zh-cn	15.5.7 高强度螺栓连接副的施拧顺序和初拧、复拧扭矩应符合设计要求和现行行业标准《钢结构高强度螺栓连接的设计、施工及验收规程》JGJ 82的规定。

en-us	15.5.8 After final screwing of the high strength bolt connector, 2 or 3 threads of the bolt shall be exposed, thereinto 10% of bolt screw threads that exposed 1~4 threads are allowed to exist.
zh-cn	15.5.8 高强度螺栓连接副终拧后，螺栓丝扣外露应为2扣或3扣，其中允许有10%的螺栓丝扣外露1扣至4扣。

en-us	15.6 Quality Record
zh-cn	15.6 质量记录

en-us	15.6.1 Table B. 0.22 in this code shall be filled in for the Linkage Function Demand List of Intelligentized Integration System.
zh-cn	15.6.1 智能化集成系统联动功能需求表应填写本规范表B.0.22。

en-us	15.6.2 Table B. 0.23 in this code shall be filled in for the Equipment Parameter List of Integrated Subsystem.
zh-cn	15.6.2 被集成子系统设备参数表应填写本规范表B.0.23。

en-us	15.6.3 Table B. 0.24 in this code shall be filled in for the Communication Interface List of Integrated Subsystem.
zh-cn	15.6.3 被集成子系统通信接口表应填写本规范表B.0.24。

en-us	15.6.4 Table B. 0.25 in this code shall be filled in for the Network Planning and Configuration Table of Intelligentized Integration System.
zh-cn	15.6.4 智能化集成系统网络规划和配置表应填写本规范表B.0.25。

en-us	16 Automatic Train Supervision
zh-cn	16 列车自动监控

en-us	16 Construction Safety and Environmental Protection
zh-cn	16 施工安全和环境保护

en-us	16 GB 1499.1 Steel for the Reinforcement of Concrete-Part 1: Hot Rolled Plain Bars
zh-cn	16 《钢筋混凝土用钢 第1部分：热轧光圆钢筋》GB 1499.1

en-us	16 GB 18613 Minimum Allowable Values of Energy Efficiency and the Energy Efficiency Grades for Small and Medium Three-phase Asynchronous Motors
zh-cn	16 《中小型三相异步电动机能效限定值及能效等级》 GB 18613

en-us	16 GB 8239 Normal Concrete Small-sized Hollow Block
zh-cn	16《普通混凝土小型空心砌块》GB 8239

en-us	16 GB/T 1228 High Strength Bolts with Large Hexagon Head for Steel Structures
zh-cn	16 《钢结构用高强度大六角头螺栓》GB/T 1228

en-us	16 GB/T 17431.1 Lightweight Aggregates and Its Test Methods-Part 1: Lightweight Aggregates
zh-cn	16 《轻集料及其试验方法 第1部分：轻集料》GB/T 17431.1

en-us	16 GB/T 324 Weld Symbolic Representation on Drawings
zh-cn	16 《焊缝符号表示法》 GB/T 324

en-us	16 GB/T 343 Low Carbon Steel Wire for General Uses
zh-cn	16 《一般用途低碳钢丝》GB/T 343

en-us	16 JGJ 18 Specification for Welding and Acceptance of Reinforcing Steel Bars
zh-cn	16 《钢筋焊接及验收规程》 JGJ 18

en-us	16 JGJ/T 23 Technical specification for inspecting of concrete compressive strength by rebound method
zh-cn	16《回弹法检测混凝土抗压强度技术规程》JGJ/T 23

en-us	16 Lightning Protection and Grounding
zh-cn	16 防雷与接地

en-us	16 Other necessary documents and records.
zh-cn	16 其他必要的文件和记录。

en-us	16 Strengthening Welds in Steel Structures
zh-cn	16 钢构件焊缝补强工程

en-us	16 The laying of outdoor wire pipe shall meet the following requirements:
zh-cn	16室外线管敷设应符合下列规定：

en-us	16. Appendix H "Equivalent wind load of across wind and torsional wind induced vibration" is added.
zh-cn	16.增加了附录H“横风向及扭转风振的等效风荷载”；

en-us	16.1 Equipment Installation
zh-cn	16.1 设备安装

en-us	16.1 General Requirement
zh-cn	16.1 一般规定

en-us	16.1 General Requirements
zh-cn	16.1 一般规定

en-us	16.1.1 In addition to complying with the requirements of Section 6.2 in the current national standard GB 50343-2004 Technical Code for Protection Against Lightning of Building Electronic Information System and Chapter 24 in GB 50303-2002 Code of Acceptance of Construction Quality of Electrical Installation in Building, the installation of grounding body shall also meet the following requirements:
zh-cn	16.1.1 接地体安装除应执行现行国家标准《建筑物电子信息系统防雷技术规范》GB 50343-2004第6.2节和《建筑电气工程施工质量验收规范》GB 50303-2002第24章的规定外，尚应符合下列规定：

en-us	16.1.1 The ATS system function inspection shall be performed according to the design requirements and relevant technical requirements.
zh-cn	16.1.1 ATS系统功能检验应按设计和相关技术要求进行。

en-us	16.1.1 This Chapter is applicable to the construction safety and environmental protection of the steel structures.
zh-cn	16.1.1 本章适用于钢结构工程的施工安全和环境保护。

en-us	16.1.1 This chapter is applicable to the construction process control and construction quality inspection of strengthening welds in steel structures under load conditions.
zh-cn	16.1.1 本章适用于负荷状态下钢构件焊缝补强的施工过程控制与施工质量检验。

en-us	16.1.10 The lightning protection and grounding of information facility system shall comply with the requirements of Article 5.4.4 in the current national standard GB 50343-2004 Technical Code for Protection Against Lightning of Building Electronic Information System.
zh-cn	16.1.10 信息设施系统的防雷与接地应执行现行国家标准《建筑物电子信息系统防雷技术规范》GB 50343-2004第5.4.4条的规定。

en-us	16.1.11 The lightning protection and grounding of information network system shall comply with the requirements of Article 5.4.5 in the current national standard GB 50343-2004 Technical Code for Protection Against Lightning of Building Electronic Information System.
zh-cn	16.1.11 信息网络系统的防雷与接地除应执行现行国家标准《建筑物电子信息系统防雷技术规范》GB 50343-2004第5.4.5条的规定。

en-us	16.1.12 The lightning protection and grounding of broadcasting system shall comply with the requirements of Article 5.4.8 in the current national standard GB 50343-2004 Technical Code for Protection Against Lightning of Building Electronic Information System.
zh-cn	16.1.12 广播系统的防雷与接地应执行现行国家标准《建筑物电子信息系统防雷技术规范》GB 50343-2004第5.4.8条的规定。

en-us	16.1.13 In addition to complying with the relevant requirements of the current national standard GB 50343 Technical Code for Protection Against Lightning of Building Electronic Information System, the lightning protection and grounding of generic cabling system shall also meet the following requirements:
zh-cn	16.1.13 综合布线系统的防雷与接地除应执行现行国家标准《建筑物电子信息系统防雷技术规范》GB 50343的有关规定外，尚应符合下列规定：

en-us	16.1.2 Before the construction of steel structures, the special construction safety & environmental protection plan and safety emergency plan shall be prepared.
zh-cn	16.1.2 钢结构施工前，应编制施工安全、环境保护专项方案和安全应急预案。

en-us	16.1.2 Before the inspection of ATS system functions, the completion of single item commissioning of the system equipment and the static/dynamic commissioning of the onboard equipment shall be confirmed, and the commissioning and testing data and performance index shall meet the design requirements and relevant technical requirements.
zh-cn	16.1.2 ATS系统功能检验前，应确认系统设备单项调试、车载设备静态/动态调试已完成，调测数据、性能指标应符合设计和相关技术要求。

en-us	16.1.2 In addition to complying with the requirements of Section 6.3 in the current national standard GB 50343-2004 Technical Code for Protection Against Lightning of Building Electronic Information System and Chapter 25 in GB 50303-2002 Code of Acceptance of Construction Quality of Electrical Installation in Building, the installation of grounding wire shall also meet the following requirements:
zh-cn	16.1.2 接地线的安装除应执行现行国家标准《建筑物电子信息系统防雷技术规范》GB 50343-2004第6.3节和《建筑电气工程施工质量验收规范》GB 50303-2002第25章的规定外，尚应符合下列规定：

en-us	16.1.2 The construction procedure of strengthening welds in steel structures under load conditions shall meet the following requirements:
zh-cn	16.1.2 负荷状态下钢构件焊缝补强工程的施工程序应符合下列规定：

en-us	16.1.3 As for weld connection and reinforcement under load conditions, the site environmental temperature shall meet the following requirements:
zh-cn	16.1.3 负荷状态下焊缝连接补强施工，其现场环境气温应符合下列规定：

en-us	16.1.3 In addition to complying with the requirements of Section 6.4 in the current national standard GB 50343-2004 Technical Code for Protection Against Lightning of Building Electronic Information System and Chapter 27 in GB 50303-2002 Code of Acceptance of Construction Quality of Electrical Installation in Building, the equipotential connection installation shall also meet the following requirements:
zh-cn	16.1.3 等电位联结安装除应执行现行国家标准《建筑物电子信息系统防雷技术规范》GB 50343-2004第6.4节和《建筑电气工程施工质量验收规范》GB 50303-2002第27章的规定外，尚应符合下列规定：

en-us	16.1.3 The connectivity of communication channel applied by the ATS system shall be inspected before commissioning of the ATS system.
zh-cn	16.1.3 ATS系统调试前应检查系统所使用的通信通道畅通。

en-us	16.1.3 The safety production education and training shall be carried out for operation personnel.
zh-cn	16.1.3 作业人员应进行安全生产教育和培训。

en-us	16.1.4 In addition to complying with the requirements of Section 6.5 in the current national standard GB 50343-2004 Technical Code for Protection Against Lightning of Building Electronic Information System, the installation of surge protective device shall also meet the following requirements:
zh-cn	16.1.4 浪涌保护器安装除应执行现行国家标准《建筑物电子信息系统防雷技术规范》GB 50343-2004第6.5节的规定外，尚应符合下列规定：

en-us	16.1.4 In rainy and snowy days, it must not be welded in the open air; in the days with Scale 4wind or above, there shall be wind-shielding measures in welding area.
zh-cn	16.1.4 雨雪天气时，严禁露天焊接；4级以上风力时，焊接作业区应有挡风措施。

en-us	16.1.4 New operation personnel shall receive the three-level safety education.
zh-cn	16.1.4 新上岗的作业人员应经过三级安全教育。

en-us	16.1.5 During the construction, the qualified labor protection articles in accordance with the requirements of the current relevant standards of the nation shall be provided for the operation personnel; and the operation personnel shall be trained and supervised to use them correctly.
zh-cn	16.1.5 施工时，应为作业人员提供符合国家现行有关标准规定的合格劳动保护用品，并应培训和监督作业人员正确使用。

en-us	16.1.5 In addition to complying with the requirements of Section 6.6 in the current national standard GB 50343-2004 Technical Code for Protection Against Lightning of Building Electronic Information System, Articles 3.4.6, 3.4.7 and 3.8.9 in GB 50169-2006 Code for Construction and Acceptance of Grounding Connection Electric Equipment Installation Engineering and Articles 12.1.1 and 14.1.1 in GB 50303-2002 Code of Acceptance of Construction Quality of Electrical Installation in Building, the lightning protection and grounding of comprehensive pipeline shall also meet the following requirements:
zh-cn	16.1.5 综合管线的防雷与接地除应执行现行国家标准《建筑物电子信息系统防雷技术规范》GB 50343-2004第6.6节和《电气装置安装工程接地装置施工及验收规范》GB 50169-2006第3.4.6条、第3.4.7条、第3.8.9条及《建筑电气工程施工质量验收规范》GB 50303-2002第12.1.1条、第14.1.1条的规定外，尚应符合下列规定：

en-us	16.1.5 The requirements on welders for strengthening welds under load conditions must meet thosespecified in Article 15.1.5 in this code.
zh-cn	16.1.5 对负荷状态下焊缝补强施焊的焊工要求，必须符合本规范第15.1.5的规定。

en-us	16.1.6 For the operation easy to cause an occupational disease, the special protection measures shall be taken for the operation personnel.
zh-cn	16.1.6 对易发生职业病的作业，应对作业人员采取专项保护措施。

en-us	16.1.6 The lightning protection and grounding of fire alarm and control system shall comply with the requirements of Article 5.4.7 in the current national standard GB 50343-2004 Technical Code for Protection Against Lightning of Building Electronic Information System and Section 3.11 in GB 50166-2007 Code for Installation and Acceptance of Fire Alarm System.
zh-cn	16.1.6 火灾自动报警系统的防雷与接地应执行现行国家标准《建筑物电子信息系统防雷技术规范》GB 50343-2004第5.4.7条和《火灾自动报警系统施工及验收规范》GB 50166-2007第3.11节的规定。

en-us	16.1.7 In addition to complying with the requirements of Article 5.4.6 in the current national standard GB 50343-2004 Technical Code for Protection Against Lightning of Building Electronic Information System and Article 6.3.6 in GB 50348-2004 Technical Code for Engineering of Security and Protection System, the lightning protection and grounding of security system shall also meet the following requirements:
zh-cn	16.1.7 安全防范系统的防雷与接地除应执行现行国家标准《建筑物电子信息系统防雷技术规范》GB 50343-2004第5.4.6条和《安全防范工程技术规范》GB 50348-2004第6.3.6条的规定外，尚应符合下列规定：

en-us	16.1.7 The high-altitude operation must not be carried out when all safety measures are unqualified in the inspection.
zh-cn	16.1.7 当高空作业的各项安全措施经检查不合格时，严禁高空作业。

en-us	16.1.8 The lightning protection and grounding of building automation system shall comply with the relevant requirements of the current national standard GB 50343 Technical Code for Protection Against Lightning of Building Electronic Information System.
zh-cn	16.1.8 建筑设备监控系统的防雷与接地应执行现行国家标准《建筑物电子信息系统防雷技术规范》GB 50343的有关规定。

en-us	16.1.9 The lightning protection and grounding of cable television system shall comply with the requirements of Article 5.4.8 in the current national standard GB 50343-2004 Technical Code for Protection Against Lightning of Building Electronic Information System and Article 6.3.6 in GB 50200-94 Technical Code for Regulation of CATV System.
zh-cn	16.1.9 有线电视系统的防雷与接地应执行现行国家标准《建筑物电子信息系统防雷技术规范》GB 50343-2004第5.4.8条和《有线电视系统工程技术规范》GB 50200-94第6.3.6条的规定。

en-us	16.2 ATS System Function Inspection
zh-cn	16.2 列车自动监控系统功能检验

en-us	16.2 Climb Up
zh-cn	16.2 登高作业

en-us	16.2 Quality Control
zh-cn	16.2 质量控制

en-us	16.2 Treatment of Welding Surface
zh-cn	16.2 焊区表面处理

en-us	16.2.1 Before strengthening welds in steel structures, the dust, paint skin, paint coat, iron rust and other dirt in the to-be-welded section and the area within 50mm from the both ends shall be cleaned up and polished until they show metallic luster.
zh-cn	16.2.1 钢构件焊缝补强工程施焊前，应清除待焊区间及其两端以外各50mm范围内的尘土、漆皮、涂料层、铁锈及其他污垢，并打磨至露出金属光泽。

en-us	16.2.1 Dominant items shall meet the relevant requirements of the current national standard GB50339 Code for Acceptance of Quality of Intelligent Building Systems.
zh-cn	16.2.1 主控项目应符合现行国家标准《智能建筑工程质量验收规范》GB 50339的有关规定。

en-us	16.2.1 Scaffold erection shall meet the relevant requirements of the current professional standards JGJ 130 Technical Code for Safety of Steel Tubular Scaffold with Couplers in Construction and JGJ 166 Technical Code for Safety of Cuplok Steel Tubular Scaffolding in Construction. When other climb-up measures are adopted, the structural safety calculation shall be carried out.
zh-cn	16.2.1 搭设登高脚手架应符合现行行业标准 《建筑施工扣件式钢管脚手架安全技术规范》JGJ 130和《建筑施工碗扣式钢管脚手架安全技术规范》JGJ 166的有关规定；当采用其他登高措施时，应进行结构安全计算。

en-us	16.2.1 The operation mode function shall meet the design requirements and shall verify the following items:
zh-cn	16.2.1 操作模式功能应符合设计要求。操作模式功能应验证下列内容：

en-us	16.2.10 The platform control function shall meet the design requirements and shall verify the following items:
zh-cn	16.2.10 站台控制功能应符合设计要求。站台控制功能应验证下列内容：

en-us	16.2.11 Station skipping functions of the train shall meet the design requirements and shall verify the stations with station skipping setting shall be able to be passed through automatically without stop.
zh-cn	16.2.11 列车跳停功能应符合设计要求。列车跳停功能验证列车对已设置了跳停的车站应能自动通过。

en-us	16.2.12 The printing function of various operation reports shall meet the design requirements and shall verify the following items:
zh-cn	16.2.12 各种运营报告的打印功能应符合设计要求。运营报告打印应验证下列内容：

en-us	16.2.13 The management function of alarms and events shall meet the design requirements.
zh-cn	16.2.13 对报警和事件管理功能应符合设计要求。

en-us	16.2.14 According to the scope of authority of users of different categories and at different levels, the provision of log-in management function for different users shall meet the design requirements.
zh-cn	16.2.14 根据不同类别和等级的职权范围，对不同用户提供可登录管理功能应符合设计要求。

en-us	16.2.15 The switchover function of control center control/station control shall meet the design requirements and shall verify the following items:
zh-cn	16.2.15 中央/车站控制权转换功能应符合设计要求。控制权转换功能应验证下列内容：

en-us	16.2.16 The function inspection of interfaces between ATS system and other systems shall meet the design requirements.
zh-cn	16.2.16 ATS与其他系统的接口功能检验应符合设计要求。

en-us	16.2.17 The inspection of system simulation training functions shall meet the design requirements.
zh-cn	16.2.17 系统模拟培训功能的检验应符合设计要求。

en-us	16.2.2 The automatic and manual adjustment function of train operation shall meet the design requirements and shall verity the following items:
zh-cn	16.2.2 列车运行自动和人工调整功能应符合设计要求。列车运行调整功能应验证下列内容：

en-us	16.2.2 The general items shall meet the following requirements:
zh-cn	16.2.2 一般项目应符合下列规定：

en-us	16.2.2 The person-and-cargo elevator shall be adopted for the climbing up during the construction of multi-story and tall steel structures. And reasonable safety climb-up facilities shall be erected for the stories inaccessible by the elevator.
zh-cn	16.2.2 多层及高层钢结构施工应采用人货两用电梯登高，对电梯尚未到达的楼层应搭设合理的安全登高设施。

en-us	16.2.2 Where old welds or cracks are discovered on substrate, they shall be repaired according to the method specified in this code.
zh-cn	16.2.2 当发现旧焊缝或其母材有裂纹时，应按本规范规定的修补方法进行修复。

en-us	16.2.3 Before welding, the welding personnel shall reinspect the quality of welding surface treatment in steel structures and make inspection records.
zh-cn	16.2.3 施焊前，焊接作业人员应复查钢构件焊区表面处理的质量，并做好检查记录。

en-us	16.2.3 The workstation operation mode function shall meet the design requirements and shall verify the following items:
zh-cn	16.2.3 工作站运行模式功能应符合设计要求。工作站运行模式功能应验证下列内容：

en-us	16.2.3 When the hook for the hoisting of the steel column loosens, construction personnel should climb up through a steel hook ladder and shall adopt a safety catcher to protect themselves.
zh-cn	16.2.3 钢柱吊装松钩时，施工人员宜通过钢挂梯登高，并应采用防坠器进行人身保护。

en-us	16.2.4 The signal control function shall meet the design requirements and shall verify the following items:
zh-cn	16.2.4 信号控制功能应符合设计要求。信号控制功能应验证下列内容：

en-us	16.2.5 The automatic route control function shall meet the design requirements and shall verify the following items:
zh-cn	16.2.5 自动进路控制功能应符合设计要求。自动进路控制功能应验证下列内容：

en-us	16.2.6 The train description function shall meet the design requirements and shall verify the setting, modification, movement, cancellation and tracking of the train numbers.
zh-cn	16.2.6 列车描述功能应符合设计要求。列车描述功能应验证车次号的设置、修改、移动、取消以及对车次号的跟踪等。

en-us	16.2.7 The train turn-back function of the train shall meet the design requirements and shall verify the following items:
zh-cn	16.2.7 列车折返功能应符合设计要求。列车折返功能应验证下列内容：

en-us	16.2.8 The train headway and turn-back time testing function shall meet the design requirements.
zh-cn	16.2.8 列车运行间隔和折返时间测试功能应符合设计要求。

en-us	16.2.9 The preparation and management function of the train timetable shall meet the design requirements.
zh-cn	16.2.9 列车运行时刻表的编制及管理功能应符合设计要求。

en-us	16.3 Safety Channel
zh-cn	16.3 安全通道

en-us	16.3 Strengthening of Welding
zh-cn	16.3 焊缝补强施工

en-us	16.3 System Debugging
zh-cn	16.3 系统测试

en-us	16.3.1 After the lighting protection and grounding system has been installed, the ground resistance shall be tested and shall meet the requirements of Article 16.2.1 in this code.
zh-cn	16.3.1 防雷及接地系统安装完毕，应测试接地电阻，接地电阻应符合本规范第16.2.1条的要求。

en-us	16.3.1 Plane safety channel required for the installation of steel structures shall be continuously erected story by story.
zh-cn	16.3.1 钢结构安装所需的平面安全通道应分层平面连续搭设。

en-us	16.3.1 Under the following cases, the test on welding process shall be carried out for strengthening welds.
zh-cn	16.3.1 在下列情况下，焊接补强施工，应先进行焊接工艺试验：

en-us	16.3.2 After the equipotential bonding installation has been completed, conductivity test shall be carried out.
zh-cn	16.3.2 等电位联结安装完毕，应进行导通性测试。

en-us	16.3.2 As for welding under load conditions, the most vulnerable parts of structures and structure members shall be strengthened and the following measures shall be taken:
zh-cn	16.3.2 负荷状态下的焊接施工，应先对结构、构件最薄弱部位进行补强，并应采取下列措施：

en-us	16.3.2 The plane safety channel width for the construction of steel structures should be greater than or equal to 600mm, and both sides shall be arranged with safety guardrail or protective wire rope.
zh-cn	16.3.2 钢结构施工的平面安全通道宽度不宜小于600mm，且两侧应设置安全护栏或防护钢丝绳。

en-us	16.3.3 The operation personnel walking on the steel beam or steel truss shall wear double hook safety belt.
zh-cn	16.3.3 在钢梁或钢桁架上行走的作业人员应佩戴双钩安全带。

en-us	16.3.3 Where weld (Figure 16.3.3) is strengthened by fillet joint between biangular steel and gusset plate, the welding shall be started from acropodium "1" at one end of angle steel along the direction of the arrow, and then acropodium "2" at the other end of the same angle steel; then the notopodium welds "3" and "4" as well as the welds "5", "6", "7" and "8" of the other angle steel shall be welded according to the sequence described in the Figure.
zh-cn	16.3.3 当用双角钢与节点板角焊缝连接加固焊接时 （图16.3.3），应先从一角钢一端的肢尖 “1”开始，沿箭头方向施焊，继而施焊同一角钢另一端 “2”的肢尖焊缝；再按图中顺序施焊角钢的肢背焊缝 “3”和 “4”，以及另一角钢的焊缝 “5”、“6”、“7”和 “8”。

en-us	16.3.4 Experienced professional welding engineers shall be assigned to guide on-site weld strengthening under load conditions and shall sign on the construction records.
zh-cn	16.3.4 负荷状态下焊缝补强的焊接施工，应指派有经验的焊接专业工程师在场指导，并应在施工记录上签字。

en-us	16.4 Protection of Portals and Sides
zh-cn	16.4 洞口和临边防护

en-us	16.4 Quality Inspection of Welding
zh-cn	16.4 焊接质量检验

en-us	16.4 Self-examination and Test
zh-cn	16.4 自检自验

en-us	16.4.1 The Grade 1 and Grade 2 weld shall be subject to flaw detection; the grading of detection method and detection results shall meet the requirements of the current national standard GB 50205 Code for Acceptance of Construction Quality of Steel Structures.
zh-cn	16.4.1 对一级、二级焊缝应进行焊缝探伤，其探伤方法及探伤结果分级应符合现行国家标准 《钢结构工程施工质量验收规范》GB 50205的规定。

en-us	16.4.1 The exposed parts of the grounding grid in equipotential bonding of the building shall be connected reliably; their specification shall be correct, paint is in good condition and marks are complete and obvious.
zh-cn	16.4.1 建筑物等电位连接的接地网外露部分应连接可靠、规格正确、油漆完好、标志齐全明显。

en-us	16.4.1 The rigid cover plate shall be adopted for fixation and protection of the portal whose side length or diameter is 20cm~40cm, the steel pipe scaffold shall be erected for the portal whose side length or diameter is 40cm~150cm, and the dense mesh safety network protection and guardrail shall be erected for the portal whose side length or diameter is above 150cm.
zh-cn	16.4.1 边长或直径为20cm～40cm的洞口应采用刚性盖板固定防护；边长或直径为40cm～150cm的洞口应架设钢管脚手架、满铺脚手板等；边长或直径在150cm以上的洞口应张设密目安全网防护并加护栏。

en-us	16.4.2 After hoisting of the steel beam in building stories, the safety net shall be timely laid zone by zone.
zh-cn	16.4.2 建筑物楼层钢梁吊装完毕后，应及时分区铺设安全网。

en-us	16.4.2 The inspection of grounding device shall meet the following requirements:
zh-cn	16.4.2 接地装置检验应符合下列规定：

en-us	16.4.2 The inspection results for appearance quality and dimensional error of weld shall meet the requirements of Article 15.5.2 and Article 15.5.5 in this code.
zh-cn	16.4.2 焊缝的外观质量以及焊缝尺寸偏差的检查结果应符合本规范第15.5.2条及第15.5.5条的规定。

en-us	16.4.3 After hoisting of the steel beam around the story, the guardrail shall be arranged near the edge of each story, and its height shall not be less than 1.2m.
zh-cn	16.4.3 楼层周边钢梁吊装完成后，应在每层临边设置防护栏，且防护栏高度不应低于1.2m。

en-us	16.4.3 The construction quality of weld ripple and weld bead shall meet the requirements of Article 15.5.6 in this code; After welding, the welding slag and splash shall be cleaned up.
zh-cn	16.4.3 焊缝的焊波、焊道的施工质量应符合本规范第15.5.6条的要求。焊接完成后，应将焊渣和飞溅物清理干净。

en-us	16.4.3 The specification of grounding wire and its connection with the equipotential grounding terminal board shall be inspected.
zh-cn	16.4.3 应检查接地线的规格及其与等电位接地端子板的连接。

en-us	16.4.4 The edge scaffolds, operation platforms, and safety nets shall be reliably fixed on the structures during their erection.
zh-cn	16.4.4 搭设临边脚手架、操作平台、安全挑网等应可靠固定在结构上。

en-us	16.4.4 The installation position, material specification and connection of equipotential grounding terminal board shall be inspected.
zh-cn	16.4.4 应检查等电位接地端子板安装位置、材料规格和连接。

en-us	16.4.5 The parameter selection, installation position and connecting wire specification of surge protective device shall be inspected.
zh-cn	16.4.5 应检查浪涌保护器的参数选择、安装位置及连接导线规格。

en-us	16.5 Construction Machinery and Equipment
zh-cn	16.5 施工机械和设备

en-us	16.5 Quality Record
zh-cn	16.5 质量记录

en-us	16.5.1 All construction machineries used for the construction of steel structures shall meet the relevant requirements of the current professional standard JGJ 33 Technical Specification for Safety Operation of Construction Machinery.
zh-cn	16.5.1 钢结构施工使用的各类施工机械，应符合现行行业标准《建筑机械使用安全技术规程》JGJ 33的有关规定。

en-us	16.5.1 Table B. 0.26 in this code shall be filled in for the Inspection Record of Electrical Grounding Device.
zh-cn	16.5.1 电气接地装置检验记录应填写本规范表B.0.26。

en-us	16.5.2 Table B. 0.27 in this code shall be filled in for the Ground resistance Test Record.
zh-cn	16.5.2 接地电阻测试记录应填写本规范表B.0.27。

en-us	16.5.2 The hoisting machinery shall be equipped with limiting device and regularly inspected.
zh-cn	16.5.2 起重吊装机械应安装限位装置，并应定期检查。

en-us	16.5.3 The special technical plan shall be provided during the installation and dismantling of tower cranes.
zh-cn	16.5.3 安装和拆除塔式起重机时，应有专项技术方案。

en-us	16.5.4 The measures to prevent tower cranes from mutual impact shall be adopted for the operation of group towers.
zh-cn	16.5.4 群塔作业应采取防止塔吊相互碰撞措施。

en-us	16.5.5 Good grounding device shall be provided for the tower cranes.
zh-cn	16.5.5 塔吊应有良好的接地装置。

en-us	16.5.6 When the hoisting machinery (non-approved product) is adopted, the design calculation must be conducted and the safety checking shall be conducted.
zh-cn	16.5.6 采用非定型产品的吊装机械时，必须进行设计计算，并应进行安全验算。

en-us	16.6 Safety of Site Hoisting Area
zh-cn	16.6 吊装区安全

en-us	16.6.1 The security cordon shall be arranged around the hoisting area and non-operation personnel must not enter into it.
zh-cn	16.6.1 吊装区域应设置安全警戒线，非作业人员严禁入内。

en-us	16.6.2 When the hoisting object is hoisted 200mm~300mm away from the ground, the overall inspection shall be carried out. The object shall be hoisted again after it is confirmed without any error.
zh-cn	16.6.2 吊装物吊离地面200mm～300mm时，应进行全面检查，并应确认无误后再正式起吊。

en-us	16.6.3 When the air speed reaches 10m/s, the hoisting operation should be stopped and when the air speed reaches 15m/s, the hoisting operation shall not be carried out.
zh-cn	16.6.3 当风速达到10m/s时，宜停止吊装作业；当风速达到15m/s时，不得吊装作业。

en-us	16.6.4 Anti-falling measures shall be taken for the small hand tools and small parts used for the high-altitude operation.
zh-cn	16.6.4 高空作业使用的小型手持工具和小型零部件应采取防止坠落措施。

en-us	16.6.5 The construction power supply shall meet the requirements of the current professional standard JGJ 46 Technical Code for Safety of Temporary Electrification on Construction Site.
zh-cn	16.6.5 施工用电应符合现行行业标准 《施工现场临时用电安全技术规范》JGJ 46的有关规定。

en-us	16.6.6 Professional personnel shall be assigned to be responsible for the installation, maintenance and management of electric equipment and electric wire at the construction site.
zh-cn	16.6.6 施工现场应有专业人员负责安装、维护和管理用电设备和电线路。

en-us	16.6.7 Before the installation of members hoisted to the story or the roof is finished, the reliable temporary fixation measures shall be taken.
zh-cn	16.6.7 每天吊至楼层或屋面上的构件未安装完时，应采取牢靠的临时固定措施。

en-us	16.6.8 In case of any water, ice, frost or snow on the surface of the profiled steel plate, it shall be cleaned up in time and the relevant anti-skidding measures shall be taken.
zh-cn	16.6.8 压型钢板表面有水、冰、霜或雪时，应及时清除，并应采取相应的防滑保护措施。

en-us	16.7 Fire Safety Measures
zh-cn	16.7 消防安全措施

en-us	16.7.1 The relevant fire safety management system shall be provided before the construction of steel structures.
zh-cn	16.7.1 钢结构施工前，应有相应的消防安全管理制度。

en-us	16.7.2 The use of fire in the site construction operation shall be approved by the relevant departments.
zh-cn	16.7.2 现场施工作业用火应经相关部门批准。

en-us	16.7.3 Fire protection facilities and evacuation facilities shall be arranged at the construction site, and the fire patrolling shall be organized regularly.
zh-cn	16.7.3 施工现场应设置安全消防设施及安全疏散设施，并应定期进行防火巡查。

en-us	16.7.4 During the gas cutting and high-altitude welding, the hazardous substances and combustibles in the operating area shall be cleaned up and fire measures shall be taken.
zh-cn	16.7.4 气体切割和高空焊接作业时，应清除作业区危险易燃物，并应采取防火措施。

en-us	16.7.5 During the construction of site painting and fire-retardant coating, the product storage and fire protection shall be in accordance with the requirements of product instruction.
zh-cn	16.7.5 现场油漆涂装和防火涂料施工时，应按产品说明书的要求进行产品存放和防火保护。

en-us	16.8 Environmental Protection Measures
zh-cn	16.8 环境保护措施

en-us	16.8.1 During the construction, the noise shall be controlled, the construction time shall be arranged properly, and the influence on the surroundings shall be minimized.
zh-cn	16.8.1 施工期间应控制噪声，应合理安排施工时间，并应减少对周边环境的影响。

en-us	16.8.2 The construction area shall be maintained clean.
zh-cn	16.8.2 施工区域应保持清洁。

en-us	16.8.3 Night construction light shall be illuminated toward the inside site and protection measures shall be taken for the welding arc.
zh-cn	16.8.3 夜间施工灯光应向场内照射；焊接电弧应采取防护措施。

en-us	16.8.4 The declaration formalities shall be well conducted for the night construction and the construction shall be in accordance with the requirements of relevant government departments.
zh-cn	16.8.4 夜间施工应做好申报手续，应按政府相关部门批准的要求施工。

en-us	16.8.5 During the construction of site painting and fire-retardant coating, anti-pollution measures shall be taken.
zh-cn	16.8.5 现场油漆涂装和防火涂料施工时，应采取防污染措施。

en-us	16.8.6 The waste and leftover materials at the installation site of steel structures shall be properly collected by classification and be uniformly recovered and recycled, and shall not be disposed and stacked randomly.
zh-cn	16.8.6 钢结构安装现场剩下的废料和余料应妥善分类收集，并应统一处理和回收利用，不得随意搁置、堆放。

en-us	17 Automatic Train Operation
zh-cn	17 列车自动运行

en-us	17 GB 11945 Autoclaved Lime-sand Brick
zh-cn	17《蒸压灰砂砖》GB 11945

en-us	17 GB 1499.2 Steel for the Reinforcement of Concrete-Part 2: Hot Rolled Ribbed Bars
zh-cn	17 《钢筋混凝土用钢 第2部分：热轧带肋钢筋》GB 1499.2

en-us	17 GB 19043 Limited Values of Energy Efficiency and Rating Criteria of Double-capped Fluorescent Lamps for General Lighting Service
zh-cn	17 《普通照明用双端荧光灯能效限定值及能效等级》 GB 19043

en-us	17 GB/T 1229 High Strength Large Hexagon Nuts for Steel Structures
zh-cn	17 《钢结构用高强度大六角螺母》GB/T 1229

en-us	17 GB/T 17671 Method of Testing Cements-Determination of Strength
zh-cn	17 《水泥胶砂强度检验方法》 GB/T 17671

en-us	17 GB/T 699 Quality Carbon Structural Steels
zh-cn	17 《优质碳素结构钢》 GB/T 699

en-us	17 GB/T 700 Carbon Structural Steels
zh-cn	17 《碳素结构钢》GB/T 700

en-us	17 JGJ 52 Standard for technical requirements and test method of sand and crushed stone (or gravel) for ordinary concrete
zh-cn	17《普通混凝土用砂、石质量及检验方法标准》JGJ 52

en-us	17 Machine Room Engineering
zh-cn	17 机房工程

en-us	17 Repair Cracks in Steel Structures
zh-cn	17 钢结构裂纹修复工程

en-us	17. Appendix J "Calculation of wind induced vibration accelerations for high-rise building" is added.
zh-cn	17.增加附录J“高层建筑顺风向和横风向风振加速度计算”。

en-us	17. Where exceeding the permissible limit, effective measures like temporary support shall be taken.
zh-cn	当超过允许限值时，应采用临时支撑等有效措施。

en-us	17.1 Construction Preparation
zh-cn	17.1 施工准备

en-us	17.1 General Requirement
zh-cn	17.1 一般规定

en-us	17.1 General Requirements
zh-cn	17.1 一般规定

en-us	17.1.1 ATO system function inspections shall be performed according to the design requirements and relevant technical requirements.
zh-cn	17.1.1 ATO系统功能检验应按设计和相关技术要求进行。

en-us	17.1.1 The construction preparation shall not only comply with Section 3.3 in this code, but also meet the following requirements:
zh-cn	17.1.1 施工准备除应按本规范第3.3节的规定执行外，尚应符合下列规定：

en-us	17.1.1 This chapter is applicable to construction process control and construction quality inspection of crack repairing in steel structures.
zh-cn	17.1.1 本章适用于修复钢结构裂纹的施工过程控制和施工质量检验。

en-us	17.1.2 Before the inspection of ATO system function, the completion of the single item commissioning of the system equipment and the static/dynamic commissioning of the onboard equipment shall be confirmed, and the commissioning and testing data and performance index shall meet the design requirements and relevant technical requirements.
zh-cn	17.1.2 ATO系统功能检验前，应确认系统设备单项调试、车载设备静态/动态调试已完成，调测数据、性能指标应符合设计和相关技术要求。

en-us	17.1.2 Where there is crack on the steel structure members, "crack-arrest holes" shall be immediately drilled at 0.5t~1.0t (t refers to the plate thickness) away from crack tip as emergency measures (Figure 17.1.2) to prevent its further expansion; then repairing measures shall be taken according to the property of crack.
zh-cn	17.1.2 当发现钢结构构件上有裂纹时，应立即在裂纹端点外0.5t～1.0t （t为板厚）处钻制 ‘止裂孔’作为应急措施 （图17.1.2），以防其继续发展；然后再根据裂纹的性质采取修复措施。

en-us	17.1.3 An integrated testing shall be performed for the wayside equipment clearance before commissioning of the ATO system and the system inspection shall be performed only if the equipment clearance requirements are met.
zh-cn	17.1.3 ATO系统调试前应对线路轨旁设备限界进行一次全面检测，均应符合设备限界要求后再进行系统检验。

en-us	17.1.3 Whether through butt plug welding, replacing and panelling as well as additional plate covering, the crack of steel structures and structure members shall be repaired in strict accordance with the requirements of design and construction drawing as well as special technical scheme on welding.
zh-cn	17.1.3 钢结构、构件裂纹的修复，不论采用对接堵焊法、挖补嵌板法，还是采用附加盖板法进行修复，均须严格按设计、施工图的要求和专门制定的焊接施工技术方案进行施工。

en-us	17.1.4 The connectivity of communication channels applied by the ATO system shall be inspected before commissioning of the ATO system.
zh-cn	17.1.4 ATO系统调试前应检查系统所使用的通信通道畅通。

en-us	17.1.4 Where the welding methods are adopted to repair cracks, the on-site air temperature and weather condition shall meet the requirements of Article 16.1.4 and Article 16.1.5 in this code.
zh-cn	17.1.4 裂纹修复工程，当采用焊接方法时，其施工现场气温及天气条件，应符合本规范第16.1.4条及第16.1.5条的要求。

en-us	17.2 ATO System Function Inspection
zh-cn	17.2 列车自动运行系统功能检验

en-us	17.2 Equipment Installation
zh-cn	17.2 设备安装

en-us	17.2 Strengthening of Welds and Quality Inspection
zh-cn	17.2 焊缝补强施工及质量检验

en-us	17.2.1 In addition to complying with the requirements of Chapter 10 in the current national standard GB 50462-2008 Code for Construction and Acceptance of Electronic Information System Room, the construction of the indoor decoration engineering of machine room shall also meet the following requirements:
zh-cn	17.2.1 机房室内装饰装修工程的施工除应执行现行国家标准《电子信息系统机房施工及验收规范》GB 50462-2008第10章的规定外，尚应符合下列规定：

en-us	17.2.1 The ATO system shall operate normally when onboard ATP host computer or standby computer operates.
zh-cn	17.2.1 ATO系统在车载ATP主机或备机运行时均应正常使用。

en-us	17.2.1 Where plug welding is adopted to repair cracks, it shall be carried out according to the following procedures:
zh-cn	17.2.1 当采用堵焊法修复裂纹时，应按下列程序进行：

en-us	17.2.10 The construction of secrete-involved network computer room shall meet the relevant national technical requirements for the gradational protection of information system involving state secrets.
zh-cn	17.2.10 涉密网络机房的施工应符合国家有关涉及国家秘密的信息系统分级保护技术要求的规定。

en-us	17.2.2 1 The train operation speed shall be automatically adjusted within the specified permissible range.
zh-cn	17.2.2 1 在规定允许的范围内自动调节列车运行速度。

en-us	17.2.2 As for weblike and bifid cracking zone as well as web positions of girder and pillar with rupture, over burning and burning through, paneling should be used to repair them; the repairing procedures is as follows:
zh-cn	17.2.2 对网状、分叉状裂纹区和有破裂、过烧、烧穿等缺陷的梁、柱腹板部位，宜采用嵌板修补，修补程序为：

en-us	17.2.2 In addition to complying with the requirements of Chapter 3 in the national standard GB50462-2008 Code for Construction and Acceptance of Electronic Information System Room, the construction of the power supply and distribution system engineering of machine room shall also meet the following requirements:
zh-cn	17.2.2 机房供配电系统工程的施工除应执行国家标准《电子信息系统机房施工及验收规范》GB 50462-2008第3章的规定外，尚应符合下列规定：

en-us	17.2.3 The automatic turn-back function of the train shall meet the design requirements and shall verify the accuracy of train stop is able to meet the requirements of station train stopping, turn-back and storage operations.
zh-cn	17.2.3 列车自动折返功能应符合设计要求。列车自动折返功能应验证停车精度能满足停站、折返和存车作业的要求。

en-us	17.2.3 The construction of lightning protection and grounding system engineering shall comply with the requirements of Chapter 4 in the current national standard GB 50462-2008 Code for Construction and Acceptance of Electronic Information System Room and Chapter 16 in this code.
zh-cn	17.2.3 防雷与接地系统工程的施工应执行现行国家标准《电子信息系统机房施工及验收规范》GB 50462-2008第4章和本规范第16章的规定。

en-us	17.2.3 Where additional cover plate is used to repair cracks, double-layer cover plate should be adopted; its thickness shall be the same as that of the existing plate.
zh-cn	17.2.3 采用附加盖板修补裂纹时，宜采用双层盖板；其厚度应与原板等厚。

en-us	17.2.4 The automatic control function of the train doors/platform screen doors shall meet the design requirements and shall verify the following items:
zh-cn	17.2.4 车门/屏蔽门自动控制功能应符合设计要求。车门/屏蔽门自动控制功能应验证下列内容：

en-us	17.2.4 The construction of generic cabling system engineering shall comply with the requirements of Chapter 7 in the current national standard GB 50462-2008 Code for Construction and Acceptance of Electronic Information System Room and Chapter 5 in this code.
zh-cn	17.2.4 综合布线系统工程的施工应执行现行国家标准《电子信息系统机房施工及验收规范》GB 50462-2008第7章和本规范第5章的规定。

en-us	17.2.4 Where there is crack on the upper part of crane girder web, construction measures (like adjusting rail eccentricity) shall be taken according to the inspection conditions, then cracks shall be repaired according to the requirements of Article 17.2.1 in this code.
zh-cn	17.2.4 当吊车梁腹板上部出现裂纹时，应根据检查的情况先采取构造措施（如调整轨道偏心等），再按本规范第17.2.1条的规定修补裂纹。

en-us	17.2.5 The construction of security system engineering shall comply with the requirements of Chapter 8 in the current national standard GB 50462-2008 Code for Construction and Acceptance of Electronic Information System Room and Chapter 14 in this code.
zh-cn	17.2.5 安全防范系统工程的施工应执行现行国家标准《电子信息系统机房施工及验收规范》GB 50462-2008第8章和本规范14章的规定。

en-us	17.2.5 The quality inspection of repairing cracks in steel structures and structure members shall meet the requirements of Section 16.4 in this code.
zh-cn	17.2.5 钢结构、构件裂缝修复工程的施工质量检验，应符合本规范第16.4节的规定。

en-us	17.2.5 The statistical testing index of on-schedule train operation rate of automatic train operation shall meet the design requirements.
zh-cn	17.2.5 列车自动运行正点率的统计测试指标应符合设计要求。

en-us	17.2.6 17.2.7 Train wayside communication function shall meet the design requirements and shall verify the timeliness and accuracy of information exchange between the wayside equipment and onboard equipment.
zh-cn	17.2.6 17.2.7 车地通信功能应符合设计要求。车地通信功能应验证车载设备与地面设备信息交换的及时与正确性。

en-us	17.2.6 The construction of air conditioning system engineering shall comply with the requirements of Chapter 5 in the current national standard GB 50462-2008 Code for Construction and Acceptance of Electronic Information System Room.
zh-cn	17.2.6 空调系统工程的施工应执行现行国家标准《电子信息系统机房施工及验收规范》GB 50462-2008第5章的规定。

en-us	17.2.7 The construction of water supply and drainage system engineering shall comply with the requirements of Chapter 6 in the current national standard GB 50462-2008 Code for Construction and Acceptance of Electronic Information System Room.
zh-cn	17.2.7 给排水系统工程应的施工应执行现行国家标准《电子信息系统机房施工及验收规范》GB 50462-2008第6章的规定。

en-us	17.2.8 The construction of electromagnetic shielding engineering shall comply with the requirements of Chapter 10 in the current national standard GB 50462-2008 Code for Construction and Acceptance of Electronic Information System Room.
zh-cn	17.2.8 电磁屏蔽工程的施工应执行现行国家标准《电子信息系统机房施工及验收规范》GB 50462-2008第10章的规定。

en-us	17.2.9 The construction of fire-fighting system engineering shall comply with the relevant requirements of the current national standard GB 50263 Code for Installation and Acceptance of Gas Extinguishing Systems, Chapter 9 in GB 50462-2008 Code for Construction and Acceptance of Electronic Information System Room and Chapter 13 in this code.
zh-cn	17.2.9 消防系统工程的施工应执行现行国家标准《气体灭火系统施工及验收规范》GB 50263的有关规定及《电子信息系统机房施工及验收规范》GB 50462-2008第9章和本规范第13章的规定。

en-us	17.3 Quality Control
zh-cn	17.3 质量控制

en-us	17.3.1 The dominant items shall meet the following requirements:
zh-cn	17.3.1 主控项目应符合下列规定：

en-us	17.3.2 The general items shall meet the following requirements:
zh-cn	17.3.2 一般项目应符合下列规定：

en-us	17.4 System Debugging
zh-cn	17.4 系统调试

en-us	17.4.1 The debugging of generic cabling system shall comply with the requirements of Chapter 7in the current national standard GB 50462-2008 Code for Construction and Acceptance of Electronic Information System Room and Chapter 5 in this code.
zh-cn	17.4.1 综合布线系统的调试应执行现行国家标准《电子信息系统机房施工及验收规范》GB 50462-2008第7章和本规范第5章的规定。

en-us	17.4.2 The debugging of security system shall comply with the requirements of Chapter 8 in the current national standard GB 50462-2008 Code for Construction and Acceptance of Electronic Information System Room and Chapter 14 in this code.
zh-cn	17.4.2 安全防范系统的调试应执行现行国家标准《电子信息系统机房施工及验收规范》GB 50462-2008第8章和本规范14章的规定。

en-us	17.4.3 The debugging of air conditioning system shall comply with the requirements of Chapter 5in the current national standard GB 50462-2008 Code for Construction and Acceptance of Electronic Information System Room.
zh-cn	17.4.3 空调系统的调试应执行现行国家标准《电子信息系统机房施工及验收规范》GB 50462-2008第5章的规定。

en-us	17.4.4 The debugging of fire-fighting system shall comply with the requirements of Chapter 9 in the current national standard GB 50462-2008 Code for Construction and Acceptance of Electronic Information System Room, GB 50263 Code for Installation and Acceptance of Gas Extinguishing Systems and Chapter 13 in this code.
zh-cn	17.4.4 消防系统的调试应执行现行国家标准《电子信息系统机房施工及验收规范》GB 50462-2008第9章、《气体灭火系统施工及验收规范》GB 50263和本规范第13章的规定。

en-us	17.5 Self-examination and Test
zh-cn	17.5 自检自验

en-us	17.5.1 The air conditioning environment in the machine room shall meet the requirements of Article 12.2.2 in the current national standard GB 50339-2003 Code for Acceptance of Quality of Intelligent Building Systems.
zh-cn	17.5.1 机房内的空调环境应符合现行国家标准《智能建筑工程质量验收规范》GB 50339-2003第12.2.2条的规定。

en-us	17.5.2 The noise inspection shall meet the following requirements:
zh-cn	17.5.2 噪声的检验应符合下列规定：

en-us	17.5.3 The inspection of the power supply and distribution system shall meet the following requirements:
zh-cn	17.5.3 供配电系统的检验应符合下列规定：

en-us	17.5.4 The illuminance inspection shall meet the following requirements:
zh-cn	17.5.4 照度的检验应符合下列规定：

en-us	17.5.5 The electromagnetic shielding inspection shall meet the following requirements:
zh-cn	17.5.5 电磁屏蔽的检验应符合下列规定：

en-us	17.5.6 The grounding of machine room engineering shall meet the requirements of Article 23.4.2in the current professional standard JGJ 16-2008 Code for Electrical Design of Civil Buildings.
zh-cn	17.5.6 机房工程的接地应符合现行行业标准《民用建筑电气设计规范》JGJ 16-2008第23.4.2条的规定。

en-us	17.6 Quality Record
zh-cn	17.6 质量记录

en-us	17.6.1 The machine room engineering quality record shall not only comply with the requirements of Section 3.7 in this code, but also comply with the relevant requirements of the current national standard GB 50462 Code for Construction and Acceptance of Electronic Information System Room.
zh-cn	17.6.1 机房工程质量记录除应执行本规范第3.7节的规定外，尚应执行现行国家标准《电子信息系统机房施工及验收规范》GB 50462的有关规定。

en-us	18 Automatic Train Control
zh-cn	18 列车自动控制

en-us	18 GB 11968 Autoclaved Aerated Concrete Blocks
zh-cn	18《蒸压加气混凝土砌块》GB 11968

en-us	18 GB 1499.3 Steel for the Reinforcement of Concrete-Part 3: Welded Fabric
zh-cn	18 《钢筋混凝土用钢 第3部分：钢筋焊接网》GB 1499.3

en-us	18 GB 19044 Limited Values of Energy Efficiency and Rating Criteria of Self-ballasted Fluorescent Lamps for General Lighting Service
zh-cn	18 《普通照明用自镇流荧光灯能效限定值及能效等级》 GB 19044

en-us	18 GB/T 1230 High strength Plain Washers for Steel Structures
zh-cn	18 《钢结构用高强度垫圈》GB/T 1230

en-us	18 GB/T 19631 Glassfiber Reinforced Cement Lightweight Hollow Panel for Partition
zh-cn	18 《玻璃纤维增强水泥轻质多孔隔条板》 GB/T 19631

en-us	18 GB/T 700 Carbon Structural Steels
zh-cn	18 《碳素结构钢》 GB/T 700

en-us	18 GB/T 985 Basic Forms and Sizes of Weld Grooves for Gas Welding, Manual Arc Welding and Gas-shielded Arc Welding
zh-cn	18 《气焊、手工电弧焊及气体保护焊焊缝坡口的基本形式与尺寸》GB/T 985

en-us	18 JGJ 63 Standard of water for concrete
zh-cn	18《混凝土用水标准》JGJ 63

en-us	18 Repair Cracks in Concrete and Masonry Structures
zh-cn	18 混凝土及砌体裂缝修补工程

en-us	18.1 General Requirement
zh-cn	18.1 一般规定

en-us	18.1 General Requirements
zh-cn	18.1 一般规定

en-us	18.1.1 The inspection of the ATC system function shall be performed according to the design requirements and relevant technical requirements.
zh-cn	18.1.1 ATC系统功能检验应按设计和相关技术要求进行。

en-us	18.1.1 This chapter is applicable to construction process control and construction quality inspection of crack repairing in concrete or masonry structures and structure members.
zh-cn	18.1.1 本章适用于混凝土或砌体结构、构件中裂缝修补的施工过程控制和施工质量检验。

en-us	18.1.2 Before the inspection of ATC system function, the completion of the inspection of ATP, ATS and ATO system functions shall be confirmed and the inspection results shall meet the design requirements and relevant technical requirements.
zh-cn	18.1.2 ATC系统功能检验前，应确认ATP、ATS、ATO系统功能检验已完成，检验结果应符合设计和相关技术要求。

en-us	18.1.2 The crack repairing procedures shall meet the following requirements:
zh-cn	18.1.2 裂缝修补的施工程序应符合下列规定：

en-us	18.1.3 Provision of the relevant safety certificates of the system by the supplier shall be confirmed before the inspection of ATC system functions.
zh-cn	18.1.3 ATC系统功能检验前应确认供应商已提供系统相关安全认证证书。

en-us	18.1.3 The on-site air temperature for repairing cracks shall meet the requirements of operation instruction on crack repairing materials; if there is no specific requirement, it shall be greater than or equal to 15℃ . During repairing, the cracks shall not be exposed to sunshine and rain; and the repairing construction shall not be carried out outdoors on sand-stormy, rainy and snowy days.
zh-cn	18.1.3 修补裂缝现场的气温，应符合裂缝修补材料使用说明书的规定；若无具体规定，不应低于15℃；修补过程不得遭受日晒雨淋，并严禁在风沙和雨雪天气条件下进行露天修补施工。

en-us	18.1.4 The connectivity of communication channels applied by the system shall be inspected before commissioning of the ATC system.
zh-cn	18.1.4 ATC系统调试前应检查系统所使用的通信通道畅通。

en-us	18.2 ATC System Function Inspection
zh-cn	18.2 列车自动控制系统功能检验

en-us	18.2 Surface Treatment
zh-cn	18.2 界面处理

en-us	18.2.1 An integrated inspection of the following items of the ATC system shall be performed and the ATC system shall meet the design requirements and relevant technical requirements:
zh-cn	18.2.1 ATC系统应进行下列项目的综合检验，并应符合设计和相关技术要求：

en-us	18.2.1 The existing structures and structure members shall not only be cleaned up and finished according to the requirements of Article 3.0.4 and Article 3.0.5 in this code, but also be subject to surface treatment according to the following requirements:
zh-cn	18.2.1 原结构、构件除应按本规范第3.0.4条和第3.0.5条的要求清理、修整外，尚应按下列规定进行界面处理：

en-us	18.2.2 The degraded operation function of the ATC system shall meet the design requirements.
zh-cn	18.2.2 ATC系统降级运行功能应符合设计要求。

en-us	18.2.2 The interface water content of existing structure members shall be controlled according to the adhesive instruction.
zh-cn	18.2.2 原构件界面含水率应按胶粘剂使用说明书的要求进行控制。

en-us	18.3 Seal Crack Surfaces
zh-cn	18.3 表面封闭法施工

en-us	18.3.1 Before repairing cracks by bonding sealing materials, the surface polishing quality of existing structure members on both sides of cracks shall be reinspected on whether it is qualified; if it is qualified, acetone for industrial use shall be adopted to wipe the surface once.
zh-cn	18.3.1 粘贴封闭材料修补裂缝前，应复查裂缝两侧原构件表面打磨的质量是否合格。若已合格，应采用工业丙酮擦拭一遍。

en-us	18.3.2 If primary coat is required for bonding fabrics, it shall prepare and mix primers as required; the mixed primer shall have uniform color and luster, low viscosity, good permeability, no agglomeration and shall be free from the pollution of dust, moisture and lampblack.
zh-cn	18.3.2 若粘贴纤维织物的施工工艺有底涂要求时，应按规定配制和拌合底胶。拌合后的底胶，其色泽应均匀，黏度低、渗透性好，无结块，且不受尘土、水分和油烟的污染。

en-us	18.3.3 As for structural adhesive for dipping and bonding fabrics, its preparation and mixture shall be carried out according to the manufacturer's instruction; the mixed liquid adhesive shall have uniform color and luster and be free of agglomeration and bubbles; then it shall be brushed on the surface of primer layer uniformly.
zh-cn	18.3.3 浸渍、粘结纤维织物用的结构胶粘剂，其配制和拌合应按产品使用说明书进行。拌合后的胶液色泽应均匀，无结块和气泡；随即将其均匀涂抹于底胶层的面上。

en-us	18.3.4 The fabrics shall be bonded according to the following procedures and requirements:
zh-cn	18.3.4 粘贴纤维织物时，应按下列步骤和要求进行：

en-us	18.3.5 Where bonding fabrics, the distance between its edge and the crack central line shall be greater than or equal to 50mm and there shall be no negative error.
zh-cn	18.3.5 粘贴织物时，其边缘距裂缝中心线的距离应不小于50mm，且不允许有负偏差。

en-us	18.3.6 Where bonding more than one layer of fabrics, the bonding process shall meet the requirements of Item 5 in Article 10.3.2 of this code.
zh-cn	18.3.6 当粘贴织物不止一层时，其粘贴工艺应符合本规范第10.3.2条第5款的规定。

en-us	18.3.7 The fabric surface of the uppermost layer shall be brushed with adhesive and then scattered with quartz sand or pisolite.
zh-cn	18.3.7 在纤维织物最上一层的面上应涂刷胶粘剂一遍，并随即撒上石英砂或豆石。

en-us	18.4 Fill Cracks with Flexible Materials
zh-cn	18.4 柔性密封法施工

en-us	18.4.1 U-shaped groove or V-shaped wooden groove shall be cut according to the dimension specified in the design; and it shall carefully inspect the quality of groove chiseling.
zh-cn	18.4.1 按设计规定的尺寸开凿U形槽或V形木槽，并仔细检查凿槽质量。

en-us	18.4.2 Where isolating course is required, the bottom of U-shaped groove shall be smooth and flat.
zh-cn	18.4.2 当需设置隔离层时，U形槽的槽底应为光滑的平底。

en-us	18.4.3 Where flexible or elastic sealing materials are filled into the grooves, liquid adhesive shall be brushed on wall surfaces of both roughened sides inside the groove, and then the selected sealing materials may be filled.
zh-cn	18.4.3 当在槽内填充柔性或弹性密封材料时，应先在槽内凿毛的两侧壁表面上涂刷一层胶液，方可填充所选用的密封材料。

en-us	18.4.4 After filling sealing materials, alkali-free glassfabric or non-woven cloth shall be bonded at the groove opening and also within 50mm away from its both sides for sealing protection.
zh-cn	18.4.4 密封材料填充完毕后，应在裂缝槽口及其两侧各50mm范围内粘贴无碱玻璃纤维织物或无纺布封护。

en-us	18.5 Inject Cracks with Epoxy
zh-cn	18.5 压力灌注法施工

en-us	18.5.1 Where the cracks in concrete and masonry are repaired by injecting low-viscosity liquid adhesive or grout by pressure, the automatic adhesive casting method by constant-pressure injector and adhesive casting method by mechanical-control pressure shall be selected according to the width, depth and internal condition of cracks.
zh-cn	18.5.1 采用压力灌注法注入低黏度胶液或注浆料修补混凝土、砌体裂缝时，应根据裂缝宽度、深度和内部情况，选用定压注射器自动注胶法或机控压力注浆法。

en-us	18.5.2 The installation and pressure test inspection of pressure injection device shall meet the following requirements:
zh-cn	18.5.2 压力灌注装置的安装和试压检验应符合下列要求：

en-us	18.5.3 Before construction, the variety, model and site reinspection report of liquid repairing adhesive (motor) for concrete crack as well as initial viscosity of prepared liquid adhesive (motor) shall be rechecked.
zh-cn	18.5.3 施工前应复查裂缝修补胶 （浆）液的品种、型号及进场复验报告，以及所配制胶 （浆）液的初始黏度。

en-us	18.5.4 The adhesive (motor)-casting pressure control and operation shall meet the following requirements:
zh-cn	18.5.4 注胶 （浆）压力控制与注胶 （浆）作业应符合下列规定：

en-us	18.5.5 Where liquid adhesive (motor) outflows from upper adhesive (motor)-casting port or exhaust nozzle, the upper adhesive (motor)-casting port shall be closed in time and the pressure shall be maintained for 1min~2min.
zh-cn	18.5.5 当上部注胶 （浆）嘴或排气嘴有胶 （浆）液流出时，应及时关闭上部注胶 （浆）嘴，并维持压力1min～2min。

en-us	18.6 Quality Inspection
zh-cn	18.6 施工质量检验

en-us	18.6.1 Where the setting time of liquid adhesive (motor) reaches 7d, the grouting quality inspection shall be immediately carried out by one of the following methods:
zh-cn	18.6.1 胶 （浆）液固化时间达到7d时，应立即采用下列方法之一进行灌注质量检验：

en-us	19 GB 13544 Fired Perforated Brick and Block
zh-cn	19《烧结多孔砖和多孔砌块》GB 13544

en-us	19 GB 1446 The Generals of Test Methods for Properties of Fiber-reinforced Plastics
zh-cn	19 《纤维增强塑料性能试验方法 总则》GB/T 1446

en-us	19 GB 19210 Cleaning Code for Air Duct System in Heating, Ventilating and Air-conditioning Systems
zh-cn	19 《空调通风系统清洗规范》 GB 19210

en-us	19 GB/T 1231 Specifications of High Strength Bolts with Large Hexagon Head, Large Hexagon Nuts, Plain Washers for Steel Structures
zh-cn	19 《钢结构用高强度大六角头螺栓、大六角螺母、垫圈技术条件》GB/T 1231

en-us	19 GB/T 1591 High Strength Low Alloy Structural Steels
zh-cn	19 《低合金高强度结构钢》GB/T 1591

en-us	19 GB/T 23451 Light Weight Panels for Partition Wall Used in Buildings
zh-cn	19 《建筑用轻质隔墙条板》GB/T 23451

en-us	19 GB/T 706 Hot Rolled Section Steel
zh-cn	19 《热轧型钢》 GB/T 706

en-us	19 JGJ 85 Technical specification for application of anchorage, grip and coupler for prestressing tendons
zh-cn	19《预应力筋用锚具、夹具和连接器应用技术规程》JGJ 85

en-us	19 Plant Rebars
zh-cn	19 植筋工程

en-us	19 Quality of Appearance of Unit Works
zh-cn	19 单位工程观感质量

en-us	19.1 General Requirement
zh-cn	19.1 一般规定

en-us	19.1 General Requirements
zh-cn	19.1 一般规定

en-us	19.1.1 The client shall organize the supervision firm and contractor to conduct on-site appearance quality evaluation.
zh-cn	19.1.1 观感质量评定应由建设单位组织监理单位、施工单位共同进行现场评定。

en-us	19.1.1 This chapter is applicable to construction process control and construction quality inspection of planting steel bar with rib (including tie bar) and full-thread screw rod with anchorage-type structural adhesive in concrete bearing structure and masonry bearing structure.
zh-cn	19.1.1 本章适用于混凝土承重结构和砌体承重结构以锚固型结构胶粘剂种植带肋钢筋 （包括拉结筋）和全螺纹螺杆的施工过程控制和施工质量检验。

en-us	19.1.2 The construction procedure of rebar planting (including full-thread screw rod, the same hereinafter) shall be in accordance with those the procedure (Figure 19.1.2) specified in construction design.
zh-cn	19.1.2 植筋 （包括全螺纹螺杆，以下同）工程施工程序应按施工设计规定的工序 （图19.1.2）进行。

en-us	19.1.2 With respect to the items of the appearance quality inspection evaluation determined to be substandard, repair shall be performed.
zh-cn	19.1.2 观感质量检查项目评定达不到合格标准，应进行返修。

en-us	19.1.3 The construction environment of rebar planting shall meet the following requirements:
zh-cn	19.1.3 植筋工程的施工环境应符合下列要求：

en-us	19.1.4 The rebar planting position shall be calibrated after paying off and detecting the steel bar position.
zh-cn	19.1.4 植筋位置应经放线并探测钢筋位置后标定。

en-us	19.1.5 The planted rebars shall be welded before adhesive-casting.
zh-cn	19.1.5 植筋焊接应在注胶前进行。

en-us	19.1.6 After finishing the hole cleaning of substrate as well as the derusting, degreasing and decontamination of steel bar, it shall carry out inspection and acceptance according to the requirements of concealed work.
zh-cn	19.1.6 基材清孔及钢筋除锈、除油和除污的工序完成后，应按隐蔽工程的要求进行检查和验收。

en-us	19.2 Electrical (Optical) Cable Line
zh-cn	19.2 电（光）缆线路

en-us	19.2 Surface Treatment
zh-cn	19.2 界面处理

en-us	19.2.1 After the rebar planting holes are drilled, it shall clean the holes with wire brush and then remove the inside dust with oilless compressed air or manual air inflator repeatedly for at least 3 times.
zh-cn	19.2.1 植筋孔洞钻好后应先用钢丝刷进行清孔，再用洁净无油的压缩空气或手动吹气筒清除孔内粉尘，如此反复处理不应少于3次。

en-us	19.2.1 The quality of appearance of brackets and cable trays shall meet the following requirements:
zh-cn	19.2.1 支架、线槽观感质量应符合下列要求：

en-us	19.2.2 The appearance quality of electrical (optical) cable laying shall meet the following requirements:
zh-cn	19.2.2 电（光）缆敷设观感质量应符合下列要求：

en-us	19.2.2 Where planting rebars, it shall make daily inspection on the dryness of hole wall.
zh-cn	19.2.2 植筋工程施工过程中，应每日检查其孔壁的干燥程度。

en-us	19.2.3 The protection pipelines or cable trays shall be arranged tidily and smoothly and shall be installed stably and firmly.
zh-cn	19.2.3 防护管路或线槽应排列整齐、平顺，并应安装稳定、牢固。

en-us	19.2.3 The wall of rebar planting hole shall be complete and free of crack and other local damages.
zh-cn	19.2.3 植筋孔壁应完整，不得有裂缝和其他局部损伤。

en-us	19.2.4 The appearance quality of electrical (optical) cable splicing shall meet the following requirements:
zh-cn	19.2.4 电（光）缆接续观感质量应符合下列要求：

en-us	19.2.4 The steel bar or screw rod for rebar planting shall be rechecked before being planted to see whether there is left unpolished old and new rust; if there is, it shall be wiped up with sand paper.
zh-cn	19.2.4 植筋用的钢筋或螺杆在植入前应复查有无未打磨干净的旧锈和新锈。若有新旧锈斑，应用砂纸擦净。

en-us	19.2.5 After cleaning up the wall of rebar planting hole, it shall temporarily seal the opening to prevent dust, chippings, oil stain and moisture from falling into the hole and affecting the anchorage quality if the steel bar is not planted immediately.
zh-cn	19.2.5 植筋孔壁清理洁净后，若不立即种植钢筋，应暂时封闭其孔口，防止尘土、碎屑、油污和水分等落入孔中影响锚固质量。

en-us	19.2.5 The appearance quality of cases and boxes shall meet the following requirements:
zh-cn	19.2.5 箱盒观感质量应符合下列要求：

en-us	19.3 Outdoor Equipment
zh-cn	19.3 室外设备

en-us	19.3 Plant Rebars
zh-cn	19.3 植筋工程施工

en-us	19.3.1 The appearance quality of fixed signal, train departure indicator and button devices shall meet the following requirements:
zh-cn	19.3.1 固定信号机、发车指示器及按钮装置观感质量应符合下列要求：

en-us	19.3.1 Where adopting adhesive packed with automatic mixing syringe, it may select hard packaging products or flexible packaging products.
zh-cn	19.3.1 当采用自动搅拌注射筒包装的胶粘剂时，可选用硬包装产品，也可采用软包装产品。

en-us	19.3.2 The appearance quality of switching equipment shall meet the following requirements:
zh-cn	19.3.2 转辙设备观感质量应符合下列要求：

en-us	19.3.2 Where injecting adhesive, the injecting mode shall have no effect on the air discharge in the hole; the injecting quantity shall be determined according to the manufacturer's instruction and there shall be a little overflown liquid adhesive after planting rebar.
zh-cn	19.3.2 注入胶粘剂时，其灌注方式应不妨碍孔中的空气排出，灌注量应按产品使用说明书确定，并以植入钢筋后有少许胶液溢出为度。

en-us	19.3.3 After injecting rebar planting adhesive, it shall immediately insert steel bar while rotating along the single direction until reaching the specified depth.
zh-cn	19.3.3 注入植筋胶后，应立即插入钢筋，并按单一方向边转边插，直至达到规定的深度。

en-us	19.3.3 The appearance quality of train detection and train wayside communication equipment shall meet the following requirements:
zh-cn	19.3.3 列车检测与车地通信设备观感质量应符合下列要求：

en-us	19.3.4 The appearance quality of lightning protection and earthing shall meet the following requirements:
zh-cn	19.3.4 防雷及接地观感质量应符合下列要求：

en-us	19.3.4 The direction of planted steel bar must be corrected immediately to make the space between planted steel bar and hole wall be uniform.
zh-cn	19.3.4 植入的钢筋必须立即校正方向，使植入的钢筋与孔壁间的间隙均匀。

en-us	19.3.5 The appearance quality of outdoor equipment marking and reinforcement shall meet the following requirements:
zh-cn	19.3.5 室外设备标识及硬面化观感质量应符合下列要求：

en-us	19.3.5 The error of the diameter of rebar planting hole shall be in accordance with those specified in Table 19.3.5-1 .
zh-cn	19.3.5 植筋钻孔孔径的偏差应符合表19.3.5-1的规定。

en-us	19.4 Onboard Equipment
zh-cn	19.4 车载设备

en-us	19.4 Quality Inspection of Construction
zh-cn	19.4 施工质量检验

en-us	19.4.1 On the day where the setting period of adhesive for rebar planting reaches 7d, samples shall be taken and site anchorage bearing capacity inspection shall be conducted.
zh-cn	19.4.1 植筋的胶粘剂固化时间达到7d的当日，应抽样进行现场锚固承载力检验。

en-us	19.4.1 [NONE]
zh-cn	19.4.1 [None]

en-us	19.4.2 If the site drawing of rebar planting fails to pass the inspection, it shall entrust local independent testing organization to make systemic laboratory inspection and evaluation on the safety performance of adhesive where the field investigation proves that it is related to the adhesive quality and the owner organization requires ascertaining the responsibility.
zh-cn	19.4.2 对现场拉拔检验不合格的植筋工程，若现场考察认为与胶粘剂质量有关且业主单位要求追究责任时，应委托当地独立检测机构对胶粘剂安全性能进行系统的试验室检验与评定。

en-us	19.4.2 The appearance quality of man-machine interface shall meet the following requirements:
zh-cn	19.4.2 人机界面观感质量应符合下列要求：

en-us	19.4.3 The onboard antennas and sensing devices shall be installed correctly, stably and firmly.
zh-cn	19.4.3 车载天线及传感装置应安装正确、稳固牢靠。

en-us	19.4.4 The appearance quality of equipment wiring and marking shall meet the following requirements:
zh-cn	19.4.4 设备配线及标识观感质量应符合下列要求：

en-us	19.5 Indoor Equipment
zh-cn	19.5 室内设备

en-us	19.5.1 Appearance quality of the cabinets (racks) shall meet the following requirements:
zh-cn	19.5.1 机柜（架）观感质量应符合下列要求：

en-us	19.5.2 The appearance quality of wiring shall meet the following requirements:
zh-cn	19.5.2 配线观感质量应符合下列要求：

en-us	19.5.3 The appearance quality of power supply equipment shall meet the following requirements:
zh-cn	19.5.3 电源设备观感质量应符合下列要求：

en-us	19.5.4 The appearance quality of various operation and display equipment shall meet the following requirements:
zh-cn	19.5.4 各种操作显示设备观感质量应符合下列要求：

en-us	1MPa-1≤a1-2<0. 5MPa-1, it is the medium compressibility soil;
zh-cn	2 当0.1MPa-1≤a1-2<0.5MPa-1时，为中压缩性土；

en-us	1—Bearing plate (force-transmission top plate); 2—Brace rod; 3—Batten plate; 4—Widened batten plate; 5—Erection bolt; 6—Tightening bolt
zh-cn	1—抵承板 （传力顶板）；2—撑杆；3—缀板；4—加宽缀板；5—安装螺栓；6—拉紧螺栓

en-us	1—Brace rod of angle steel; 2—Ferrule plate at notch; 3—Strengthening steel plate; 4—Tightening bolt
zh-cn	1—角钢撑杆；2—剖口处箍板；3—补强钢板；4—拉紧螺栓

en-us	1—Center of luminaires; 2—Sight line; 3—Horizontal plane; 4—The observer
zh-cn	1-灯具中心；2-视线；3-水平面；4-观测者

en-us	1—Cutting line; 2—Defect borderline; 3—Preheating position
zh-cn	图17.2.2 缺陷切除后的修补（mm）

en-us	1—Groove shape pressure-bearing plate;
zh-cn	1—槽形承压板；

en-us	1—Luminous part; 2—The observer's line of sight; 3—The connection between luminaire luminous center and observer eyes attachment; 4—The observer; 5—The normal line of the luminous part of a luminaire
zh-cn	1-灯具发光部分；2-观察者眼睛方向；3-灯具发光中心与观察者眼睛连线；4-观察者；5-灯具发光表面法线

en-us	1—Pressure-bearing plate (pressure-bearing angle steel); 2—Short angle steel; 3—Connection plate; 4—Widened connection plate; 5—Bearing plate (force-transmission top plate); 6—Batten plate; 7—Erection bolt; 8—Tightening bolt
zh-cn	1—承压板 （承压角钢）；2—短角钢；3—连接板；4—加宽连接板；5—抵承板 （传力顶板）；6—缀板；7—安装螺栓；8—拉紧螺栓

en-us	1—Pressure-bearing plate made of angle steel; 2—Force-transmission top plate; 3—Bolts for installation; 4—Ferrule plate; 5—Glue line; 6—Existing column
zh-cn	1—角钢制承压板；2—传力顶板；3—安装用螺栓；4—箍板；5—胶缝；6—原柱

en-us	1—Strengthened masonry columns; 2—Enclosed reinforced concrete; 3—Reinforcement stirrup; 4—Constructional steel bar; 5—Rubble foundation; 6—Column base stiffener angle; 7—Ground beam; 8—Strip stone; 9—Plain concrete cushion layer.
zh-cn	1—被加固砌体柱；2—混凝土围套；3—箍筋；4—构造钢筋；5—毛石基础；6—柱脚加劲角钢；7—地梁；8—条石；9—素混凝土垫层

en-us	1—Strengthening steel plate; 2—Tightening bolt; 3—Drilling hole (used for threading tightening bolt); 4—Rods; 5—Strengthened masonry columns
zh-cn	1—补强钢板；2—拉紧螺栓；3—钻孔（供穿拉紧螺栓用）；4—撑杆；5—被加固砌体柱

en-us	1—end zone; 2—performance area
zh-cn	1—达阵区；2—场地区

en-us	1—infield
zh-cn	1—内场

en-us	1—infield grid; 2—borderline; 3—warning line; 4—fence
zh-cn	1—内场网格；2—边界；3—警告线；4—围栏

en-us	1—layout diagram of measurement points of track; 2—layout diagram of measurement points of infield
zh-cn	1—赛道测量点布置图；2—内场测量点布置图

en-us	1—race lane; 2—safety lane; 3—the horizontal plane of infield
zh-cn	1—比赛车道；2—安全车道；3—内场水平面

en-us	1—slip zone; 2—platform area; 3—airfield area; 4—landing area; 5—terminator
zh-cn	1—助滑区；2—跳台区；3—飞行区；4—着陆区；5—终止区

en-us	1—the measurement point layout of whole competition area (track&field); 2—the measurement point layout of field; 3—the finish line position of 100m runway
zh-cn	1—全场测量点（田赛+径赛）布置图；2—径赛测量点布置图；3—100m跑道终点线位置

en-us	2 "Impact" refers to abnormal impact for port and harbor structures.
zh-cn	2 对港口工程结构，“撞击”指非正常撞击。

en-us	2 "Shall comply with..."
zh-cn	2 本规范中指明应按其他有关标准执行的写法为：“应符合……的规定”或“应按……

en-us	2 "Shall comply with..."
zh-cn	4）表示有选择，在一定条件下可以这样做的，采用“可”。

en-us	2 "Shall comply with..." or "Shall meet the requirements of..."
zh-cn	2 条文中指明应按其他有关标准执行的写法为“应符合……

en-us	2 "Shall comply with..." or "Shall meet the requirements of..."
zh-cn	2 条文中指明应按其他有关标准执行的写法为：“应符合……

en-us	2 "Shall comply with..." or "Shall meet the requirements of..."
zh-cn	2条文中指明应按其他有关标准执行的写法为：“应符合……

en-us	2 "Shall comply with..." or "Shall meet the requirements of..." is used in this code to indicate that it is necessary to comply with the requirements stipulated in other relative standards and codes.
zh-cn	2 本标准中指明应按其他有关标准、规范执行的写法为“应符合……的规定”或“应按……执行”。

en-us	2 "Shall comply with..." or "shall meet the requirements of..."
zh-cn	2 本规范中指明应按其他有关标准执行的写法为：“应符合……

en-us	2 "Shall comply with..." or "shall meet the requirements of..."
zh-cn	2 条文中指定应按其他有关标准执行的写法为：“应符合……

en-us	2 "Shall comply with..." or "shall meet the requirements of..."
zh-cn	2 条文中指明应按其他有关标准执行的写法为“应符合……

en-us	2 "Shall comply with..." or "shall meet the requirements of..."
zh-cn	2 条文中指明应按其他有关标准执行的写法为：“应符合……

en-us	2 "Shall comply with..." or "shall meet the requirements of..."
zh-cn	2 条文中指明应按其他标准执行的写法为：“应符合……

en-us	2 "Shall comply with..." or"Shall meet the requirements of..."
zh-cn	2 条文中指明应按其他有关标准执行的写法为∶“应符合……

en-us	2 "Shall comply with…" or "shall meet the requirements of…" is used in this code to indicate that it is necessary to comply with the requirements stipulated in other relative standards and codes.
zh-cn	2 条文中指明应按其他有关标准、规范执行时，写法为：“应符合……的规定”或“应按……执行”。

en-us	2 "Shall comply with…" or "shall meet the requirements of…"is used in this code to indicate that it is necessary to comply with the requirements stipulated in other relative standards and codes.
zh-cn	2 在条文中按指定的标准、规范执行时，写法为“应符合……的规定”或“应按……的规定执行”。

en-us	2 "Shall comply with……" or "shall meet the requirements of……" is used in this code to indicate that it is necessary to comply with the requirements stipulated in other relative standards and codes.
zh-cn	2 条文中指明应按其他有关标准执行的写法为：“应符合……的规定”或“应按……执行”。

en-us	2 "Shall meet the requirements of..." or "Shall be carried out according to..."
zh-cn	2 条文中指明应按其他有关标准执行的写法为：“应符合……

en-us	2 "Shall meet the requirements of…" or "shall comply with…" is used in this code to indicate that it is necessary to comply with the requirements stipulated in other relative standards and codes.
zh-cn	2 条文中指明应按其他有关标准执行的写法为：“应符合……的规定”或“应按……

en-us	2 "shall be in accordance with" or "shall comply with" is used to indicate that it is necessary to implement items in this code according to other relevant standards and codes.
zh-cn	2 本规范中指明应按其他有关标准、规范执行的写法为“应符合……的规定”或“应按……执行。”

en-us	2 0. 25MΩ for other circuits (such as control, lighting and signal, etc.).
zh-cn	2 其他电路（控制、照明、信号等）：0.25MΩ。

en-us	2 0. 25MΩ for other circuits (such as control, lighting, signal, etc.).
zh-cn	2 其他电路（控制、照明、信号等）0.25MΩ。

en-us	2 0.035 may be taken for the open building;
zh-cn	2 敞开式房屋可取0.035；

en-us	2 1.4 should be taken for the partial coefficient γQ of vertical variable load.
zh-cn	2 竖向可变荷载的分项系数γQ应取1.4；

en-us	2 1.8m for one-way stair in public area.
zh-cn	2 单向公共区人行楼梯1.8m。

en-us	2 160kg/m3 is taken for North China and Northwest China, among which 150kg/m3 is taken for Qinghai region;
zh-cn	2 华北及西北地区取160kg/m3，其中青海取150kg/m3；

en-us	2 2~4 accessible guest rooms shall be arranged for commercial service building with 100~400 rooms;
zh-cn	2 100间～400间，应设2间～4间无障碍客房；

en-us	2 50% the calculated value of Tc in Formula (7.4.6) of this Code shall be taken for the primary screwing torque; thereinto, 0.13 shall be taken for k and it may also be selected according to those specified in Table 7.4.7; the secondary screwing torque shall equal to the primary screwing torque;
zh-cn	2 初拧扭矩值应取本规范公式(7.4.6)中Tc计算值的50%，其中k应取0.13，也可按表7.4.7选用；复拧扭矩应等于初拧扭矩；

en-us	2 A certain lighting shall be provided for the spectator seats in order to meet the TV broadcasting requirements and to distinguish the ball hit out of the field.
zh-cn	2 应提供一定的观众席照明，以满足电视转播需要和看清被击出赛场的球。

en-us	2 Above 40% major rooms are oriented south;
zh-cn	2 40%以上的主要房间朝南向；

en-us	2 Acceptance record of sub-item project shall be in accordance with those specified in current national standard GB 50300 Unified Standard for Constructional Quality Acceptance of Building Engineering;
zh-cn	2 分项工程验收记录应按现行国家标准《建筑工程施工质量验收统一标准》GB 50300的有关规定执行；

en-us	2 Acceptance shall be carried out for the type, specification and appearance; random sampling reinspection shall be carried out for important materials or products.
zh-cn	2 应对型号、规格、外观等进行验收，对重要材料或产品应抽样进行复验。

en-us	2 Accessibility design for certain recreation facility shall meet the following requirements:
zh-cn	2 游憩设施的无障碍设计应符合下列规定：

en-us	2 Accessibility sign shall be striking, but not obscured.
zh-cn	2 无障碍标志应醒目，避免遮挡。

en-us	2 Accessible garden bypass shall be able to be connected to main scenic spots and accessible main garden road to form ring routes. Where alley may arrive at partial scenic spots and fails to form ring routes, it shall be convenient for going back.
zh-cn	2 无障碍游览支园路应能连接主要景点，并和无障碍游览主园路相连，形成环路；小路可到达景点局部，不能形成环路时，应便于折返，

en-us	2 Accessible recreation areas shall be convenient for wheelchair to pass through. Where it exists height difference, wheelchair ramp shall be arranged and the ground shall be flat, smooth and non-slip as well as free from looseness;
zh-cn	2 无障碍游憩区应方便轮椅通行，有高差时应设置轮椅坡道，地面应平整、防滑、不松动；

en-us	2 Accessible vehicle parking lot in ground parking space should be arranged near the entrance of parking lot.
zh-cn	2 地面停车场的无障碍机动车停车位宜靠近停车场的出入口设置。

en-us	2 Accidental combination
zh-cn	2 偶然组合

en-us	2 Accidental combination, which is used for accidental design situation;
zh-cn	2 偶然组合，用于偶然设计状况；

en-us	2 Accompanying Documents
zh-cn	2 随机文件

en-us	2 According to variation in space:
zh-cn	2 按随空间的变化分类：

en-us	2 Accumulative allowable measuring deviation refers to the deviation accumulated in measuring each material in each concrete batch, and this index is only applicable to the mixing plant with computer control measuring;
zh-cn	2 累计计量允许偏差指每一运输车中各盘混凝土的每种材料累计称量的偏差，该项指标仅适用于采用计算机控制计量的搅拌站；

en-us	2 Acquire the data and information related to the action on structure and the actual performance and conditions of the structure through survey or detection;
zh-cn	2 通过调查或检测获得与结构上的作用和结构实际的性能和状况相关的数据和信息；

en-us	2 Action effect of the strengthened structure and structure member shall be determined according to the following requirements:
zh-cn	2 被加固结构、构件的作用效应，应按下列要求确定：

en-us	2 Actor activity area shall be equipped with at least one men's room and ladies’ room, and meet the relevant requirements of Section 3.9 of this code; VIP room should be arranged with one individual washroom for wheelchair users.
zh-cn	2 演员活动区域至少有1处男、女公共厕所应满足本规范第3.9节的有关规定的要求，贵宾室宜设1个无障碍厕所。

en-us	2 Adjacent luminaires are connected in different phase sequence.
zh-cn	2 相邻灯具分接在不同相序。

en-us	2 Admixtures of different types that are combined used for the first time shall be tested for concrete compatibility.
zh-cn	2 不同品种外加剂首次复合使用时，应检验混凝土外加剂的相容性。

en-us	2 Adverse slope may be arranged at the base for gravity retaining wall.
zh-cn	2 重力式挡土墙可在基底设置逆坡。

en-us	2 After adjustment is made to the installation of waveguide, the waveguide shall be kept in parallel with the running tracks and always kept in the relatively horizontal state with the rail surface.
zh-cn	2 波导管安装调整后应与走行轨保持平行，并与轨面始终保持相对水平状态。

en-us	2 After being debugged, the central control system shall have the following functions:
zh-cn	2 调试后，中控系统应具有下列功能：

en-us	2 After completing the equipment installation, the construction organization shall conduct self-examination over the system. During the self-examination, the test items shall be tested item by item and the relevant records shall be well done.
zh-cn	2 施工单位在设备安装完成后，应对系统进行自检，自检时应对检测项目逐项检测并做好记录。

en-us	2 After grouting, curing agent or plastic film shall be sprayed in time and then wet gunny or wet straw bag shall be used to cover it.
zh-cn	2 灌注完毕应及时喷洒养护剂或塑料薄膜，然后再加盖湿麻袋或湿草袋。

en-us	2 After solidification of joint sealing adhesive, air injection test shall be carried out to inspect the sealing effect; and the interconnecting condition between adhesive (motor)-casting ports shall be observed.
zh-cn	2 封缝胶固化后，应进行压气试验，检查密封效果；观察注胶(浆)嘴之间的连通情况。

en-us	2 After the alarm signal is simulated input, the linkage function of video monitoring system shall meet the design requirements;
zh-cn	2 模拟输入报警信号后，视频监控系统的联动功能应符合设计要求；

en-us	2 After the anchors and embedment parts are installed in place, they shall be reliably fixed; when the embedding precision of the anchors is relatively high, reserved hole and secondary embedding processes may be adopted;
zh-cn	2 锚栓和预埋件安装到位后，应可靠固定；当锚栓埋设精度较高时，可采用预留孔洞、二次埋设等工艺；

en-us	2 After the equipment and software parameters are well configured and the equipment and software operate normally, inspection, correction and perfection shall be carried out according to the function plan and design table to reach the design requirements.
zh-cn	2 设备、软件参数配置完毕并正常运行后，应按照功能计划、设计表格进行检查、修正与完善，达到设计要求。

en-us	2 After the first section of the steel column is installed, perpendicularity, elevation and axis position calibration shall be timely carried out. The perpendicularity of the steel column may be measured with a theodolite or plumb; after the calibration is qualified, the steel column shall be reliably fixed and secondary grouting shall be carried out for the column bottom.
zh-cn	2 首节钢柱安装后应及时进行垂直度、标高和轴线位置校正，钢柱的垂直度可采用经纬仪或线锤测量；校正合格后钢柱应可靠固定，并应进行柱底二次灌浆，灌浆前应清除柱底板与基础面间杂物；

en-us	2 Aggregate shall be stacked by type and specification respectively, prevented from impurities mixing and kept clean and uniform size grading. The ground for aggregate stocking shall be applied with hardening treatment and measures of drainage, dust control and rain-proof.
zh-cn	2 骨料应按品种、规格分别堆放，不得混入杂物，并应保持洁净和颗粒级配均匀。骨料堆放场地的地面应做硬化处理，并应采取排水、防尘和防雨等措施。

en-us	2 Air supplement type exhaust hood is suggested to be adopted in kitchen hot processing room.
zh-cn	2 厨房热加工间宜采用补风式油烟排气罩。

en-us	2 Air tightness of external windows of the buildingsin less than 10 stories shall not be less than Grade 6;
zh-cn	2 10层以下建筑外窗的气密性不应低于6级；

en-us	2 Alarm accuracy;
zh-cn	2 报警准确性；

en-us	2 All active components shall be subjected to power-on inspection, and confirmed their actual functions and technical indexes shall be consistent with nominal ones;
zh-cn	2 有源部件均应通电检查，并应确认其实际功能和技术指标与标称相符；

en-us	2 All audio inputs shall be adjusted to the appropriate situation; acoustic audition shall be conducted towards each broadcast domain; conduct preliminary debugging according to the inspection result;
zh-cn	2 将所有音源的输入均应调节到适当的大小，并应对各个广播分区进行音质试听，根据检查结果进行初步调试；

en-us	2 All the conclusions in D. 3.2 and D. 3.3 are presented on the basis that the member resistance or the properties consisting of the member resistance following normal distribution or logarithmic normal distribution;
zh-cn	2 D.3.2和D.3.3的所有结论是以构件的抗力或提供构件抗力的性能服从正态分布或对数正态分布给出的；

en-us	2 All the inspection lots included in subdivisional works shall be provided with completed quality acceptance records.
zh-cn	2 分项工程所含的检验批的质量验收记录应完整。

en-us	2 All the items related to the structure safety and application functions shall be inspected by the contractor, and the evidential testing and sampling testing or parallel acceptance testing shall be performed by the supervision firm according to the requirements.
zh-cn	2 凡涉及结构安全和使用功能的，施工单位应进行检验，监理单位应按规定进行见证、取样检测或平行检验。

en-us	2 All the quality control documents shall be completed;
zh-cn	2 应有完整的质量控制资料；

en-us	2 Allowable deviation of armrest belt speed relative to stair, step or rubber belt speed shall be 0~+2%.
zh-cn	2 扶手带的运行速度相对梯级、踏板或胶带的速度允许偏差为0～＋2%。

en-us	2 Allowable deviations of slump and Vebe consistency shall meet the requirements of Table 7.6.8;
zh-cn	2 坍落度、维勃稠度的允许偏差应符合表7.6.8的规定；

en-us	2 Allowable tolerance of the total building height or the height difference at the top of each segmented column in the same story shall meet the requirements of the current national standard GB 50205 Code for Acceptance of Construction Quality of Steel Structures.
zh-cn	2 建筑物总高度的允许偏差和同一层内各节柱的柱顶高度差，应符合现行国家标准《钢结构工程施工质量验收规范》GB 50205的有关规定。

en-us	2 Along line installation direction, front and rear displacement allowance value: after erection of line, the difference between line incline angle value to ground level and design value shall not be over 1°; for special landform when such difference is over 1°, designer shall offer detail stipulations.
zh-cn	2 沿拉线安装方向，其前后允许位移值：当拉线安装后其对地水平夹角值与设计值之差不应超过1°，个别特殊地形需超过1°时应由设计提出具体规定；

en-us	2 An icescape building higher than 12m or a snow landscape building higher than 9m should be used as the monitoring target;
zh-cn	2 应选择建筑高度大于12m的冰景观建筑，或建筑高度大于9m的雪景观建筑作为监测点；