ID |
原文 |
译文 |
2235 |
10.2.5 The installation of the ticketing and checking system shall meet the following provisions: |
10.2.5 售验票系统的安装应符合下列规定: |
2236 |
10.2.5 Where necessary, drilling may be carried out for connecting pieces of nodes that are connected by bolts after the positioning of the test assembling. |
10.2.5 采用螺栓连接的节点连接件,必要时可在预拼装定位后进行钻孔。 |
2237 |
10.2.5 Where the connection of end plate only bear axial force and bending moment coactions with shear perhaps less than its sliding resistance, the friction surface treatment may not be conducted for the end plate surface. |
10.2.5 当端板连接只承受轴向力和弯矩作用或剪力小于其抗滑移承载力时,端板表面可不作摩擦面处理。 |
2238 |
10.2.6 Test method for the basic performance of masonry mortar and plaster mortar for the autoclaved aerated concrete shall be in accordance with the relevant requirements of the current professional standard JC 890 Special Masonry Mortar and Plaster Mortar for Autoclaved Aerated Concrete. |
10.2.6 蒸压加气混凝土砌筑砂浆与抹面砂浆的基本性能试验方法应按现行行业标准《蒸压加气混凝土用砌筑砂浆与抹面砂浆》JC 890的有关规定执行。 |
2239 |
10.2.6 The connection of end plate shall be designed in accordance with the larger one between maximum internal force and a force not less than half of the resistance of smaller section being connected. |
10.2.6 端板连接应按所受最大内力和按能够承受不小于较小被连接截面承载力的一半设计,并取两者的大值。 |
2240 |
10.2.6 The mixing of the concrete for construction in cold weather shall meet the following requirements: |
10.2.6 冬期施工混凝土搅拌应符合下列规定: |
2241 |
10.2.6 Treatment effect of dynamic compaction ground shall be inspected by load test in combination with other in-situ tests methods. The bearing capacity of dynamic compaction displaced ground shall be inspected by load test on single-pier, and the variation of soil density with the depth after construction shall be found out by dynamic sounding and other methods. |
10.2.6 强夯地基的处理效果应采用载荷试验结合其他原位测试方法检验。 |
2242 |
10.2.6 When sandwich panel stacks are connected with high strength bolts or ordinary bolts, at least drift pins of 10% of the total bolt holes should be firstly used for positioning and then they are fastened with temporary bolts. |
10.2.6 当多层板叠采用高强度螺栓或普通螺栓连接时,宜先使用不少于螺栓孔总数10%的冲钉定位,再采用临时螺栓紧固。 |
2243 |
10.2.6 While constructing, trial arrangement shall be carried out for the first hollow brick of wall. |
10.2.6 砌筑时,墙体的第一皮空心砖应进行试摆。 |
2244 |
10.2.7 After the test assembling is qualified in the inspection, center line and control reference line should be marked on the member; where necessary, a positioner may be arranged. |
10.2.7 预拼装检查合格后,宜在构件上标注中心线、控制基准线等标记,必要时可设置定位器。 |