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某电厂的主厂房是多层整体现浇框架结构。在靠近边柱处的楼面,设有一根连续次梁。在主、次梁相交处,主梁和次梁各配有(?)25双层负筋。在钢筋验收时,看到主、次梁节点的配筋方式如图1,次梁双层负筋置于主梁双层负筋之上,这种配筋方法符合典型的主、
The main plant of a power plant is a multi-storey integrated cast-in-place frame structure. There is a continuous secondary beam at the floor near the side column. At the intersection of the main and secondary beams, the main beam and the secondary beam are equipped with (?)25 double negative reinforcements. In the acceptance inspection of steel bars, the reinforcing methods of the primary and secondary beam joints are shown in Figure 1. The negative reinforcement of the secondary beam is placed above the double negative reinforcement of the main beam. This reinforcement method is consistent with the typical primary and secondary reinforcements.