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交错桁架结构抗剪连接件的设计与构造
引用本文:付涛,刘永健,严钧.交错桁架结构抗剪连接件的设计与构造[J].长沙交通学院学报,2007,23(1):10-13,31.
作者姓名:付涛  刘永健  严钧
作者单位:1. 长沙理工大学,桥梁与结构工程学院,湖南,长沙,410076
2. 长沙理工大学,桥梁与结构工程学院,湖南,长沙,410076;长安大学,公路学院,陕西,西安,710064
3. 长沙理工大学,建筑与城规学院,湖南,长沙,410076
摘    要:为推广应用钢结构交错桁架体系,采用理论分析及数值计算方法,分析了交错桁架结构楼板与钢弦杆连接的抗剪连接件的工作机理.通过算例,介绍了抗剪连接件的合理设置方式、类型及数量的确定,并给出了交错桁架结构抗剪连接件的基本设计方法.

关 键 词:钢结构  交错桁架体系  抗剪连接件  设计  构造
文章编号:1000-9779(2007)01-0010-04
收稿时间:2006-10-23
修稿时间:2006-10-23

Design and fabrication of the shear connector of the staggered-truss system
FU Tao,LIU Yong-jian,YAN Jun.Design and fabrication of the shear connector of the staggered-truss system[J].Journal of Changsha Communications University,2007,23(1):10-13,31.
Authors:FU Tao  LIU Yong-jian  YAN Jun
Abstract:The working mechanism of shear connector of the staggered-truss system between reinforced concrete plank and steel chord was analyzed based on theoretical analysis and value computational methods,and details such as reasonable styles,types and quantity of the shear connector were introduced via a calculated example.The fundamental design methods were promoted,so as to promote the application of the steel staggered-truss system in construction.
Keywords:steel structure  staggered-truss system  shear connector  design  fabrication
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