ID 原文 译文
5216 2) Column members should not exceed 50% . 2）柱类构件，不宜超过50%。
5217 2) Combination for action effects and the combination factor as well as partial factor for the action shall be determined according to the relevant requirements of the current national standard GB 50009 Load Code for the Design of Building Structures and additional internal force caused by actual load eccentricity, structural deformation and temperature action shall be considered. 2）作用效应组合和组合值系数以及作用的分项系数，应按现行国家标准《建筑结构荷载规范》GB 50009的有关规定确定，并应考虑由于实际荷载偏心、结构变形、温度作用等造成的附加内力。
5218 2) Concrete or mortar may be placed at the joints bearing no internal force and its strength grade shall not be less than C15 or M15; 2）非承受内力的连接处可采用混凝土或砂浆浇筑，其强度等级不应低于C15或M15；
5219 2) Concrete strength grade; 2）混凝土强度等级；
5220 2) Connection from down lead to iron tower. 2)接地引下线与铁塔连接情况。
5221 2) Construction design of screen pipe for drainage well and relief well; 2)疏干井和减压井过滤管的构造设计；
5222 2) Copies of rupture strength certificate for armrest belt of public transportation escalators and automatic conveyors. 2）对公共交通型自动扶梯、自动人行道应有扶手带的断裂强度证书复印件。
5223 2) Damage of cross section area is over 12.5% of that of conduction portion; 2)截面积损伤超过导电部分截面积的12.5%；
5224 2) Deformation and tightness of forms; 2）模板的变形和密封性；
5225 2) Deformation of forms and paste leakage during concrete placing; 2）混凝土浇筑时模板的变形、漏浆等；