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1.柱子主筋移位框架柱主筋移位表现为基础插筋移位和楼层柱外伸钢筋移位两种情况。由于梁柱节点内钢筋较密,柱筋往往被梁筋挤歪,间距比较难控制。有时在施工中为了减少钢筋搭
1. The displacement of the main bars of the pillar main bars displacement frame column is represented by two cases: the shift of the base bars and the displacement of the floor bars. Due to the tightness of the steel bars in the beam-column joints, the column bars tend to be squeezed by the beam bars and the spacing is difficult to control. Sometimes in order to reduce reinforcement during construction