| ID | 原文 | 译文 |
| 2575 | 11.4.2 The normal tensile bonding strength between steel plate and the existing structure member concrete shall be in accordance with the requirements of qualified indexes as specified in Article 10.4.2 of this code. | 11.4.2 钢板与原构件混凝土间的正拉粘结强度应符合本规范第10.4.2条规定的合格指标的要求。 |
| 2576 | 11.4.3 Installation of the brace shall meet the following requirements: | 11.4.3 支撑安装应符合下列规定： |
| 2577 | 11.4.3 The bond line shall be uniform without local over-thickness and over-thinness; the bond line thickness shall be controlled in accordance with (2.5±0.5) mm. | 11.4.3 胶层应均匀，无局部过厚、过薄现象；胶层厚度应按（2.5±0.5）mm控制。 |
| 2578 | 11.4.4 Installation of the truss (roof truss) shall be carried out after the calibration of the steel column is qualified; and it shall meet the following requirements: | 11.4.4 桁架 （屋架）安装应在钢柱校正合格后进行，并应符合下列规定： |
| 2579 | 11.4.5 Installation of the steel plate shear wall shall meet the following requirements: | 11.4.5 钢板剪力墙安装应符合下列规定： |
| 2580 | 11.4.6 Installation of joint bearing nodes shall meet the following requirements: | 11.4.6 关节轴承节点安装应符合下列规定： |
| 2581 | 11.4.7 Installation of the steel casting or cast steel node shall meet the following requirements: | 11.4.7 钢铸件或铸钢节点安装应符合下列规定： |
| 2582 | 11.4.8 During the hoisting of the heavy combined member that is assembled of multiple members on the ground, the positions and quantity of the hoisting points shall be determined through calculation. | 11.4.8 由多个构件在地面组拼的重型组合构件吊装时，吊点位置和数量应经计算确定。 |
| 2583 | 11.4.9 Post-installation members shall be installed according to requirements of the design document or hoisting conditions and the processing length should be determined through the on-site actual measurement; when welding connection is adopted for the post-installation members and finished structure, measures to minimize the welding deformation and welding residual stress shall be taken. | 11.4.9 后安装构件应根据设计文件或吊装工况的要求进行安装，其加工长度宜根据现场实际测量确定；当后安装构件与已完成结构采用焊接连接时，应采取减少焊接变形和焊接残余应力措施。 |
| 2584 | 11.5 Single-story Steel Structures | 11.5 单层钢结构 |