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钢框架内填预制钢筋混凝土剪力墙的连接构造及性能分析
李慧成1, 胡天兵2, 郁银泉2, 张庆江1
摘 要

李慧成1,  胡天兵2,  郁银泉2,  张庆江1
(1 西安建筑科技大学,西安710055;2 中国建筑标准设计研究院,北京100084)

[摘要] 钢框架内填钢筋混凝土剪力墙结构(简称:SRCW)是以钢框架梁柱作为外围构件承担结构重力和大部分倾覆弯矩,而内填RC剪力墙分担大部分水平剪力的一种双重抗侧力组合结构。本文总结了钢框架内填现浇钢筋混凝土剪力墙的性能,提出了采用内置预制钢筋混凝土剪力墙时的连接构造方法,进行了有限元弹性分析,得到了单向荷载作用下的结构变形及应力情况,并结合已有研究结论对比分析了内置剪力墙改为预制墙体后的结构体系性能,得出结论。
[关键词] 钢框架;内填钢筋混凝土剪力墙;预制;连接构造;有限元分析

Construction and Performance Analysis of the Composite Steel Frame-precast Reinforced Concrete Infill Wall
Li Huicheng1, Hu Tianbing2, Yu Yinquan2, Zhang Qingjiang1
(1 Xi' an University of Architecture and technology, Xi' an 710055, China; 2 Chinese Institute of Building Standard Design & Research, Beijing 100084, China)

Abstract: The composite steel frame-reinforced concrete infill wall( SRCW)  is a dual system resisting lateral forces, in which the steel frame bears dead loads and most overturning moment as peripheral members, and the reinforced concrete infill wall resists the majority of lateral shear forces.  In the paper the performance of the composite steel frame-reinforced concrete infill wall in which the wall is cast-in-place is generalized, and the construction method for the composite steel frame-precast reinforced concrete infill wall is proffered, and elastic finite element analysis is performed.  The deformation and distribution of stress under mono-loading are achieved.  And the behavior of the system when the infill wall is precast is analyzed and compared to previous conclusion, the results and some conclusions are achieved.
Keywords: steel frame; reinforced concrete infill wall; precast; construction; finite element analysis

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