ID 原文 译文
2875 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. 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。
2876 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 . 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。
2877 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. 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。
2878 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. 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。
2879 13.1.2 The construction procedures of strengthening concrete or masonry members by steel bar meshes and motor layers shall meet the following requirements: 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：
2880 13.1.2 The interlocking equipment test shall be determined according to the route interlocking table provided during the design and relevant technical requirements. 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。
2881 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. 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。
2882 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. 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。
2883 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. 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。
2884 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. 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。