ID 原文 译文
2955 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. 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。
2956 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. 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。
2957 13.3.7 Member repainting shall meet the following requirements: 13.3.7 构件油漆补涂应符合下列规定：
2958 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. 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。
2959 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. 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。
2960 13.4 Inspection of Construction Quality 13.4 施工质量检验
2961 13.4 Integrated Test 13.4 综合试验
2962 13.4 Masonry Crack Repairing by External Mesh 13.4 外加网片法
2963 13.4 Metal Hot Spraying 13.4 金属热喷涂
2964 13.4 System Debugging 13.4 系统调试