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双面叠合剪力墙结构力学性能研究*
王平山1,2,崔家春1,2,徐自然1,2,李进军1,2
摘 要

(1 华东建筑设计研究院有限公司, 上海 200041;2 上海装配式建筑技术集成工程技术研究中心, 上海 200011)

[摘要]为了保证双面叠合剪力墙结构体系应用的安全性和可靠性,针对双面叠合剪力墙结构的力学性能开展了深入的试验研究,研究内容包括双面叠合剪力墙抗震性能、竖向连接钢筋锚固性能以及整体结构抗震性能。对比了不同边缘构件区构造、不同桁架筋间距离以及竖向连接钢筋搭接长度是否增加500mm下双面叠合剪力墙的抗震性能,分析了桁架筋和预制层对竖向连接钢筋粘结强度的影响,以及深入探究了整体结构搭接连接影响区域的抗震性能。结果表明,合理设计下的双面叠合剪力墙结构具有优异的抗震性能,该结构体系可以进行广泛应用。

[关键词]双面叠合剪力墙; 抗震性能; 粘结强度; 搭接连接

中图分类号:TU375,  TU317文献标识码:A文章编号:1002-848X(2020)18-0001-08

 

Study on mechanical performances of double-faced superimposed shear wall structure

WANG Pingshan1,2, CUI Jiachun1,2, XU Ziran1,2, LI Jinjun1,2

(1 East China Architectural Design & Research Institute Co., Ltd., Shanghai 200041, China;2 Shanghai Engineering Research Center of Assembly Building Technology Integration, Shanghai 200011, China)

Abstract:In order to ensure the safety and reliability of the application of double-faced superimposed shear wall structural system, in-depth experimental research was conducted on the mechanical performances of double-faced superimposed shear wall structure, and the research content included the seismic performance of double-faced superimposed shear wall, the anchoring performance of vertical connection reinforcement, and the seismic performance of the whole structure. The seismic performances of double-faced superimposed shear walls with different structural details were compared, including different  boundary elements, different distances between reinforcement trusses and whether the lap length of vertical connecting reinforcement is increased by 500mm, and the influences of reinforcement truss and precast layer were analyzed on the bond strength of vertical connection reinforcement, and the seismic performance of the whole structure overlapping connection zone was deeply explored. The results show that the double-faced superimposed shear wall structure with reasonable design has excellent seismic performance and can be widely used.

Keywords:double-faced superimposed shear wall; seismic performance; bond strength; overlapping connection

 

*国家重点研发计划专项项目资助(2018YFD1100903)。

 

作者简介:王平山,博士,教授级高级工程师,Email:pingshan_wang@arcplus.com.cn;通信作者:崔家春,博士,正高级工程师,Email:jiachun_cui@arcplus.com.cn

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