| ID | 原文 | 译文 |
| 163 | 1 As for enlarged section strengthening, it can only be used for engineering with existing structure members of ordinary concrete or masonry; it shall not be used for engineering with existing structure members of high strength concrete. | 1 对增大截面加固，仅允许用于原构件为普通混凝土或砌体的工程；不得用于原构件为高强混凝土的工程。 |
| 164 | 1 As for every time effective entering, the system shall be stored the relevant information of the entering personnel and shall give off-site alarm for non-effective entering and forced entering; | 1 每一次有效的进入，系统应储存进入人员的相关信息，对非有效进入及胁迫进入应有异地报警功能； |
| 165 | 1 As for floors with girders and secondary beams, the construction joints shall be set within the range of 1/3 in middle of secondary beam span; | 1 有主次梁的楼板施工缝应留设在次梁跨度中间1/3范围内； |
| 166 | 1 As for general structural members, the bend angle of stirrup hook shall not be less than 90° and the length of straight segment after bending shall not be less than 5 times of diameter of the stirrup. As for structural members with requirements for seismic resistance or special design requirements, the bend angle of stirrup hook shall not be less than 135° and the length of straight segment after bending shall not be less than 10 times of diameter of the stirrup or 75mm, whichever is larger; | 1 对一般结构构件，箍筋弯钩的弯折角度不应小于90°，弯折后平直段长度不应小于箍筋直径的5倍；对有抗震设防要求或设计有专门要求的结构构件，箍筋弯钩的弯折角度不应小于135°，弯折后平直段长度不应小于箍筋直径的10倍和75mm两者之中的较大值； |
| 167 | 1 As for measurement and correction for erection of steel structure, measuring process and correction scheme shall be prepared in advance according to engineering characteristics. | 1 钢结构安装的测量和校正，应事前根据工程特点编制测量工艺和校正方案。 |
| 168 | 1 As for plastering mortar, the relevant application standard shall provide the minimum requirements for the compressive strength grade, adhesive strength and the shrinkage index; | 1 相关应用标准应给出抹灰砂浆的抗压强度等级及粘结强度最低限值和收缩率指标； |
| 169 | 1 As for post-tensioned prestressed structural members, quantity of prestressing tendons with fracture or slipping must not exceed 3% of the total prestressing tendons on the same section and shall not exceed one in each bundle of steel wires or each stick of steel strands; as for multi-span two-way continuous slab, fracture or slipping shall be counted on the same section for each span; | 1 对后张法预应力结构构件，断裂或滑脱的数量严禁超过同一截面预应力筋总根数的3%，且每束钢丝或每根钢绞线不得超过一丝；对多跨双向连续板，其同一截面应按每跨计算； |
| 170 | 1 As for selecting building materials, the transportation distance shall be minimized, so as to minimize the energy consumption. | 1 建筑材料的选用应缩短运输距离，减少能源消耗。 |
| 171 | 1 As for steam-cured precast members, prestressing tendons shall penetrate ducts after the steam curing is completed; | 1 对采用蒸汽养护的预制构件，预应力筋应在蒸汽养护结束后穿入孔道； |
| 172 | 1 As for supports with bowl buckle, plate lock or plate pin couplers, the horizontal tubes and upright tubes shall be firmly fastened and shall not slip; | 1 碗扣架、盘扣架或盘销架的水平杆与立柱的扣接应牢靠，不应滑脱； |