ID 原文 译文
2795 12.4.1 Polymer motor strength grade must meet the design requirements. 12.4.1 聚合物砂浆的强度等级必须符合设计要求。
2796 12.4.1 Sectional form of solid-web or closed member easy for coating and maintenance should be adopted and closed section shall be sealed; where the bar with binding section is adopted, the gap width between profiled steel shall meet the requirements of coating construction and maintenance. 12.4.1 宜采用易于涂装和维护的实腹式或闭口构件截面形式，闭口截面应进行封闭；当采用缀合截面的杆件时，型钢间的空隙宽度应满足涂装施工和维护的要求。
2797 12.4.1 The debugging preparation shall meet the following requirements: 12.4.1 调试准备应符合下列规定：
2798 12.4.1 Where partial cracks on the wall have not affected the bearing and safety after the cracking reasons are investigated clearly, the cracked wall may be partially disassembled and bonded with the whole brick of one grade higher mortar strength. 12.4.1 当墙体局部破裂但在查清其破裂原因后尚未影响承重及安全时，可将破裂墙体局部拆除，并按提高一级砂浆强度等级用整砖填砌。
2799 12.4.10 According to the design requirements, the workstation shall verify the graphic display function of each operation parameter of the elevator. 12.4.10 根据设计要求，工作站应对电梯的运行各项参数的图形显示功能进行验证。
2800 12.4.11 The system joint debugging shall meet the following requirements: 12.4.11 系统联调应符合下列规定：
2801 12.4.2 Surface hot-dip galvanizing or aluminizing and galvanizing should be adopted for anti-rust of such cold-formed thin-wall members as roof purlin, wall beam, diagonal brace and tensioned rod, as well as profiled steel sheet. 12.4.2 对于屋面檩条、墙梁、隅撑、拉条等冷弯薄壁构件，以及压型钢板，宜采用表面热浸镀锌或镀铝锌防腐。
2802 12.4.2 The debugging of the field control unit shall meet the following requirements: 12.4.2 现场控制器的调试应符合下列规定：
2803 12.4.2 Where the test blocks are forgotten to take or lost unintentionally, or where there is doubt for the strength test reports on test blocks, supplement measurement shall be carried out according to the on-site test methods specified in Appendix V of this code. 12.4.2 若试块漏取，或不慎丢失，或对试块强度试验报告有怀疑时，应按本规范附录V规定的现场检测方法进行补测。
2804 12.4.2 Where the wall is disassembled and bonded in sections, some reserved rafts shall be firstly bonded and the horizontal reinforcement shall be embedded to tie with the later bonded part. 12.4.2 分段拆砌墙体时，应先砌部分留槎，并埋设水平钢筋与后砌部分拉结。