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钢筋混凝土剪力墙连梁钢筋间距不足,连梁承载能力相对于其刚度严重失衡是当前两大设计通病。以解决剪力墙连梁钢筋间距不足问题为基础,对提高连梁抗剪能力和延性进行探索,提出解决方案。
Reinforced concrete shear wall beams with less than steel spacing, beam carrying capacity relative to its serious imbalance in stiffness is the current two major design common problems. Based on the problem of insufficient spacing between the two beams of shear walls, the research on improving the shear resistance and ductility of the beam is proposed and the solution is put forward.