宿迁某住宅装配式叠合剪力墙结构设计*
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殷宝才, 汪杰, 李宁, 徐澄, 周钟宏（南京长江都市建筑设计股份有限公司， 南京 210002）［摘要］介绍了宿迁某住宅装配式叠合剪力墙结构体系、设计方法，着重阐述了装配式叠合剪力墙结构边缘构件、竖向分布筋连接、水平施工缝及叠合墙体的构造做法。计算结果表明，通过采取构造措施，能使该住宅装配式叠合剪力墙结构的抗震承载力和抗震性能均不低于现浇剪力墙结构，可以将此结构等同为相应的现浇剪力墙结构，抗震设计可以满足8度区的抗震设防要求。［关键词］装配式叠合剪力墙; 竖向分布筋连接; 水平施工缝; 预制构件外墙模中图分类号：TU375 文献标识码：A 文章编号：1002-848X(2013)19-0060-04Structural design on precast composite shear wall of a residential building in SuqianYin Baocai, Wang Jie, Li Ning, Xu Cheng, Zhou Zhonghong(Nanjing Yangze River Urban Architectural Design Co., Ltd., Nanjing 210002, China)Abstract: Structural system and design method of the precast composite shear wall of a residential building in Suqian were introduced, in which connection of vertical distribution reinforcement, details of horizontal construction joints and composite wall were focused on. Calculation results show that structural measures can keep the seismic bearing capacity and seismic performance of the precast composite shear wall structure in the same level as that of the cast-in-place shear wall structure. Precast composite shear wall structure can be viewed as cast-in-place shear wall structure, and satisfy the requirements of seismic fortification intensity region 8.Keywords: precast composite shear wall; vertical distribution reinforcement connection; horizontal construction joint; precast concrete form of exterior wall*国家科技支撑计划：装配式建筑混凝土剪力墙结构关键技术研究（2011BAJ10B03）。作者简介：殷宝才，硕士，高级工程师，Email:8466037@qq.com。参考文献［1］GB 50011—2010 建筑抗震设计规范［S］. 北京：中国建筑工业出版社，2010.［2］JGJ 3—2010 高层建筑混凝土结构技术规程［S］. 北京：中国建筑工业出版社，2011.［3］DB34/T 810—2008 叠合板式混凝土剪力墙结构技术规程［S］.合肥：安徽省质量技术监督局，2008.
