摘要
组合钢板剪力墙是指由钢板、混凝土板及边缘框架通过连接构件组成的组合构件,钢板和混凝土板通过剪力连接件连接。从弹性板屈曲理论出发,针对钢板与混凝土板相互作用情况不同将组合钢板墙分成组合型墙和防屈曲型墙,研究钢板承担水平荷载、混凝土板不直接参与受力情况下组合钢板墙混凝土板厚度和剪力连接件间距的设计。对比讨论了混凝土板厚度计算公式的适用性,并给出建议以形成正在编制的广东省标准《钢结构设计技术规程》的有关章节。
Composite steel plate shear walls consist of steel plate,reinforced concrete plate and steel frame used mechanical connectors.According to the interaction differences between steel plate and reinforced concrete plate,there are two kinds of composite steel plate shear walls: combination wall and Buckling-restrained wall.Studies were carried out to estimate the reinforced concrete plate thickness and shear connectors spacing on condition that steel plate directly handle the load with RC plate don't take part in.Discussing and making some suggestions about the formulae for determining the reinforced concrete plate thickness as well as the maximum spacing of the shear connectors in order to make suggestions for Technical specification for steel structure of Guangdong Province.
出处
《土木建筑工程信息技术》
2013年第4期55-60,共6页
Journal of Information Technology in Civil Engineering and Architecture
关键词
组合钢板墙
混凝土板厚度
剪力连接件间距
弹性板屈曲理论
Composite Steel Plate Shear Walls
Shear Connectors Spacing
Concrete Plate Thickness
Theory of Elastic Plate Buckling
