高层钢管混凝土结构节点形式介绍  

Introduction to Joints of CFST High Rise Building

作　　者：向黎明[1] 吕西林[1] 

机构地区：[1]同济大学,上海200092

出　　处：《结构工程师》2000年第4期1-5,共5页Structural Engineers

摘　　要：近年来，钢管混凝土结构在实际工程中应用得越来越多，为了使设计人员对钢管混凝土结构的节点型式有一个全面的了解，本文将节点分成了刚性、半刚性和铰接三种型式，并且简明地介绍了各种节点的受力特点及工程实例，以利钢管混凝土结构的推广应用。In recent years, CFST structures have been gradually adopted in high-rise build- ingr, and achieved a fast development. As we know that joints are very important in design process, it is useful for designer to understand the behavior of the joint. Three types of joints, rigid, semi-rigid and hinged joint of CFST high-rise buildings are introduced in this paper. Ad- vantages and disadvantages are also discussed to each type of them.

关 键 词：钢管混凝土结构 节点 高层建筑 

分 类 号：TU973.12[建筑科学—结构工程]