ID 原文 译文
2965 13.4 Welds for Members 13.4 构件焊缝
2966 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. 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。
2967 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. 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。
2968 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. 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。
2969 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. 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。
2970 13.4.1 The integrated test of interlocking equipment shall meet the following requirements: 13.4.1 联锁综合试验应符合下列要求：
2971 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. 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。
2972 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. 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。
2973 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. 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。
2974 13.4.2 Material for external mesh shall include steel reinforcement mesh, steel wire mesh, composite fabric mesh. 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。