ID 原文 译文
2895 13.2 Interface Treatment 13.2 界面处理
2896 13.2 Masonry Crack Repairing by Filler 13.2 填缝法
2897 13.2 Processing of Steel Member 13.2 钢构件加工
2898 13.2 Surface Treatment 13.2 表面处理
2899 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. 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。
2900 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: 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：
2901 13.2.1 Material setting out, marking off, cutting as well as indication shall be in accordance with the design and technology requirements. 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。
2902 13.2.1 Repairing by filler is applicable to treatment of cracks with width greater than 0.5mm in masonry. 13.2.1 填缝法适用于处理砌体中宽度大于0.5mm的裂缝。
2903 13.2.1 The function test of computer and external equipment shall meet the design requirements and relevant technical requirements. 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。
2904 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. 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。