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框架顶层柱的钢筋在制作和安装过程中,经常会遇到纵向钢筋未能伸至柱顶及不区别所处情况向节点外弯折的问题,这种做法对结构受力极为不利,应该引起施工人员的注意。
In the process of manufacture and installation, the steel bars of the top pillar of the frame often encounter the problem that the longitudinal reinforcement fails to extend to the top of the pillar and does not distinguish the situation from being bent outside the node. This approach is extremely unfavorable to the structural stress and should cause construction Personnel attention.