(中船第九设计研究院工程有限公司， 上海 200063)

［摘要］装配整体式混凝土结构是指结构构件在工厂预制，在现场通过节点现浇形成可靠连接的结构。本文以某高层住宅为背景，开展装配整体式剪力墙结构的设计方法研究工作，分别对结构方案设计、计算分析以及预制构件及连接节点设计等过程中有别于传统现浇结构的要点进行阐述探讨。结果表明：装配整体式剪力墙结构可以实现结构的等同现浇设计，但需在结构的方案设计、计算分析以及预制构件及连接节点设计时采取必要措施。

［关键词］装配整体式剪力墙结构； 结构设计； 计算分析； 预制构件； 连接节点

中图分类号： TU375 文献标识码： A文章编号：  1002-848X(2016)S1-0623-05

Research on design method of a high-rise assembled monolithic shear-wall structure

Hu Kai , Li Qingwu, Qu Ge, Chen Yunqi, Ding Jiaqing, Xiao Binghui, Jiang Li

(China Shipbuilding NRDI Engineering Co.， Ltd., Shanghai 200063, China)

Abstract： The assembled monolithic precast concrete structure is the structure with the element precasted in factory and the joints casted in the construction site. The design method of this structure was discussed based on a high-rise residential. The main points of the whole structure design , the analysis, the elements and the joints which are different from the traditional ones were introduced. The results show that the assembled monolithic shear-wall structure can be designed as a cast-in-situ structure, but the necessary measures must be carried in the structure design, structure analysis and elements and joints design.

Keywords： assembled monolithic precast shear-wall structure； structure design, structure analysis； precast element； cast-in-situ joint

作者简介：胡凯，硕士，工程师，主要从事复杂高层设计及结构性能分析研究，Email：whocannet@163.com。