（太原清新工程设计审查有限公司， 太原 030400）

[摘要]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。

[关键词]剪力墙连梁； 钢筋间距； 承载能力； 刚度； 对角斜向钢筋

中图分类号： TU375 文献标识码： A文章编号：  1002-848X(2016)S2-0180-03

Solution for common faults on design of shear walls coupling beams 

Liu Jihui

(Taiyuan Qingxin Engineering Design Examination Ltd., Taiyuan 030400, China)

Abstract： The space between steel bar in some coupling beams of shear wall is not enough. And some time, the bearing capacity with coupling beams is mismatching to its angular rigidity. These are common faults on designing of shear walls and coupling beams nowadays. Base of solving coupling beams lack of space betweensteel bar, solutions were put forward to made its bearing capacity powerful and its ductility better.

Keywords： shear walls coupling beams; the space between steel bar; bearing capacity; angular rigidity; steel bar on the cross

作者简介： 刘计辉，工程师，一级注册结构工程师,Email:ljhsxqx@126.com。