ID 原文 译文
2945 13.3.3 When planting T-shaped shear pins, adhesive screw rods or nylon anchor bolts are adopted for tying of steel bar meshes and existing structure members, the hole diameter, hole depth and spacing shall meet the design requirements; the planting quality shall meet the requirements of Chapter 19 of this code. 13.3.3 钢筋网与原构件的拉结采用种植Г形剪切销钉、胶粘螺杆或尼龙锚栓时，其孔径、孔深及间距应符合设计要求；其种植质量应符合本规范第19章的规定。
2946 13.3.4 Machine drilling shall be adopted for all the holes of S-shaped wall-bars and floor-slab bars as well as holes of planting T-shaped shear pins and nylon anchor bolts. 13.3.4 穿墙S形筋的孔洞、楼板穿筋的孔洞以及种植Г形剪切销钉和尼龙锚栓的孔洞，均应采用机械钻孔。
2947 13.3.4 Operation of grouting method shall meet the following requirements: 13.3.4 压浆法的操作应符合下列规定：
2948 13.3.4 Suitable repaint interval time shall be provided for the construction between different coating layers and the maximum/minimum repaint interval time shall meet the requirements of the paints' product instruction. The construction shall be carried out after it exceeds the minimum repaint interval time while the construction shall be carried out according to the paints' product instruction when it exceeds the maximum repaint interval time. 13.3.4 不同涂层间的施工应有适当的重涂间隔时间，最大及最小重涂间隔时间应符合涂料产品说明书的规定，应超过最小重涂间隔再施工，超过最大重涂间隔时应按涂料说明书的指导进行施工。
2949 13.3.4 The deviation for overall dimension of purlin and girt shall not be greater than that specified in Table 13.3.4. 13.3.4 檩条和墙梁外形尺寸的偏差不应大于表13.3.4规定的允许偏差。
2950 13.3.5 During grouting, the pressure shall be controlled strictly, so as not to damage corner and masonry with small section, and temporary supporting shall be carried out where necessary. 13.3.5 压浆时应严格控制压力，防止损坏边角部位和小截面的砌体，必要时，应作临时性支护。
2951 13.3.5 The deviation for profiled metal plate shall not be greater than that specified in Table 13.3.5. 13.3.5 压型金属板的偏差不应大于表13.3.5规定的允许偏差。
2952 13.3.5 The interval time of the surface derusting treatment and coating should be within 4h and it shall not exceed 12h when they are carried out in the workshop or on a fine day with relatively low humidity. 13.3.5 表面除锈处理与涂装的间隔时间宜在4h之内，在车间内作业或湿度较低的晴天不应超过12h。
2953 13.3.5 The steel bar spacing of steel bar meshes shall meet the design requirements; the lapping width of steel bar meshes shall not be less than 100mm; clear distance between steel bar meshes and existing structure members surfaces shall be 5mm and only 1mm positive deviation but not any negative deviation is allowed. 13.3.5 钢筋网片的钢筋间距应符合设计要求；钢筋网片间的搭接宽度不应小于100mm；钢筋网片与原构件表面的净距应取5mm，且仅允许有1mm正偏差，不得有负偏差。
2954 13.3.6 On both sides of the weld at the field welded parts, the area temporarily without coating should be set aside and shall meet those specified in Table 13. 3. 13.3.6 工地焊接部位的焊缝两侧宜留出暂不涂装的区域，应符合表13.3.6的规定，焊缝及焊缝两侧也可涂装不影响焊接质量的防腐涂料。