（1 长春工程学院土木工程学院， 长春 130012； 2 哈尔滨工业大学土木工程学院， 哈尔滨 150090）

［摘要］针对复合墙板与钢框架的连接，设计了一种新型柔性螺栓连接方式，并对原有复合墙板的构造进行截面优化，形成了新的围护结构体系。采用有限元软件ABAQUS对新的围护结构进行了整体分析，并针对焊接连接方式、螺栓柔性连接方式进行了对比试验，获得了柔性螺栓连接单栓、两栓及焊接连接时的承载力和相应位移。理论分析和试验验证的结果表明，柔性螺栓连接在承载力、延性、对主体结构刚度影响等方面均明显优于刚性焊接连接，对钢框架结构的应用与推广具有重要的价值。

［关键词］钢框架； 围护结构； 复合墙板； 螺栓连接； 焊接

中图分类号：TU392文献标识码：A文章编号：1002-848X(2018)11-0090-04

Research on new connection of composite wall panel with steel frame

Li Jiuyang1, Chen Jian2

(1 School of Civil Engineering, Changchun Institute of Technology, Changchun 130012， China; 2 School of Civil Engineering, Harbin Institute of Technology, Harbin 150090， China)

Abstract:A new flexible connection type of bolt was designed for the connection of composite wall panel with steel frame. The cross-section structure of the composite wall panel was optimized to form a new envelope structural system. The finite element software ABAQUS was used to conduct overall analysis on the new envelope structure. Comparative tests of welding connection and bolt connection were conducted to obtain the bearing capacity and corresponding displacement of single bolt flexible connection, two bolts flexible connection and welding connection. Results of theoretical analysis and experimental verification show that the flexible bolt connection has much better performance than welding rigid connection in bearing capacity, ductility and influence on main structure. Flexible bolt connection has important application and promotion value for steel frame structure.

Keywords:steel frame; envelope structure; composite wall panel; bolt connection; welding connection

*国家自然科学基金面上项目（51478146），吉林省科技厅重大科技攻关项目（20140203014SF，20170204005SF），吉林省发改委产业技术研究与开发项目（2017C048-4）。

作者简介：李九阳，硕士，副教授，Email：429838648@qq.com。