ID 原文 译文
1223 1 The overlapping length of single-row holes small block shall be 1/2 of masonry block length while that of multi-row holes small block should not be less than 1/3 of masonry block length; 1 单排孔小砌块的搭接长度应为块体长度的1/2，多排孔小砌块的搭接长度不宜小于砌块长度的1/3；
1224 1 The parameter configuration of application software and testing of software function shall be conducted in accordance with the configuration plan, function instructions and operating instructions, and the relevant records shall be made; 1 应按照配置计划、功能说明书、使用说明书进行应用软件参数配置，检测软件功能并应作记录；
1225 1 The parameters such as liquid level and pressure shall be inspected; the monitoring and alarming of water pump operation state shall be tested and recorded; 1 应对液位、压力等参数进行检测及水泵运行状态的监控和报警进行测试，并应作记录；
1226 1 The partial factor of a permanent action γG shall not be larger than 1.0 if the permanent action effect is favorable to the load carrying capacity of the structure; 1 当永久作用效应对结构承载能力起有利作用时，永久作用分项系数γG取值不应大于1.0；
1227 1 The parts which may play the strengthening role immediately and have less effect on the existing structure shall be welded first; 1 对立即能起到补强作用，且对原结构影响较小的部位应先施焊；
1228 1 The pattern of proof load shall be fundamentally accorded with the primary load on the structure, and the proof load shall not cause irreversible deformation or damage to the structure or member; 1 检验荷载的形式应与结构承受的主要作用的情况基本一致，检验荷载不应使结构或构件出现不可逆的变形或损伤；
1229 1 The performance and failure mode of specimens shall be compared with the theoretical predicted value, and the reasons shall be explained and additional test shall be made if great difference exists. 1 在评估试验结果时，应将试件的性能和失效模式与理论预测值进行对比，当偏离预测值过大时，应分析原因，并做补充试验；
1230 1 The perpendicularity error of the column caused by the weld shrinkage of columns and beams; 1 柱、梁焊缝收缩引起柱身垂直度偏差值；
1231 1 The pile shaft strength shall be checked according to the design values of loads at the pile top; 2 桩、土荷载分配应按上部结构与地基共同作用分析确定；
1232 1 The pile-type and wall-type retaining system which may be independent retaining like soldier pile, sheet pile, diaphragm wall and soil-cement wall inserted with section steel, or in combination with internal bracing and anchors, is applicable to excavation engineering with limited construction site, poor geological conditions, relatively deep excavation or strict control to the deformation of retaining structure or to the ground deformation of surroundings around excavations. 1 桩、墙式支护可为柱列式排桩、板桩、地下连续墙、型钢水泥土墙等独立支护或与内支撑、锚杆组合形成的支护体系，适用于施工场地狭窄、地质条件差、基坑较深或需要严格控制支护结构或基坑周边环境地基变形时的基坑工程。