郭丰涛，  蒋国琼
    （中建国际（深圳）设计顾问有限公司，深圳 518048）

[摘要] 当高层结构地下室挡土墙与结构竖向剪力墙重合时，经过计算分析对比后发现，在实际工程设计中挡土墙与剪力墙的配筋存在不合理的情况。针对这种不合理的情况，给出了应采取的措施。
[关键词] 底部加强区；挡土墙；构造配筋
中图分类号：TU432    文献标识码：A  文章编号：1002-848X(2012) Sl-0818-04

    Brief analysis of reinforcing bars when high-level structure basement retaining wall and structural vertical shear wall coincide
    Guo Fengtao, Jiang Guoqiong
    ( China Construction( Shenzhen)  Design International, Shenzhen 518048, China)

Abstract: The brief analysis when high-level structure basement retaining wall and structural vertical shear wall coincide. The reinforcing bars exist irrationality instance on the design of retaining wall and structural vertical shear wall after calculation analysis and contrast in actual projects. Some measures were given for the irrationality instance.
Keywords: bottom of reinforce section; retaining wall; conformation reinforcing bars