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高层钢结构组合楼盖的设计研究
引用本文:苏锦中.高层钢结构组合楼盖的设计研究[J].泰州职业技术学院学报,2006,6(3):5-8.
作者姓名:苏锦中
作者单位:泰州市海陵区建筑业管理局,江苏,泰州,225300
摘    要:基于对高层钢结构设计中的三种常见组合楼盖的优缺点分析,论述了适当的连接形式可以保证压型钢板与混凝土可靠连接的机理,组合楼盖的设计验算主要包括施工阶段验算与使用阶段的验算。构造设计包括栓钉的设置、混凝土板的配筋、压型钢板尺寸及表面处理。对组合楼盖的设计研究有利于高层钢结构建筑的长足发展。

关 键 词:高层钢结构  组合楼盖  设计计算  构造设计
文章编号:1671-0142(2006)03-0005-04

Design of the Composite Floor of High-rise Steel Structures
SU Jin-zhong.Design of the Composite Floor of High-rise Steel Structures[J].Journal of Taizhou Polytechnical Institute,2006,6(3):5-8.
Authors:SU Jin-zhong
Institution:Hailing District Construction Industry Management Bureau, Taizhou Jiangsu, 225300,China
Abstract:Based on analysis of advantages and disadvantages of the three common composite floors in the design of high-rise steel structures,this paper discusses the mechanism that proper conjunction pattern can ensure the reliable joints between shaped steel plates and concrete.Checking computations of the design of composite floors mainly include the computations in construction stage and using stage.Computation methods of deflect,crack and self-vibrating frequency have been given in this paper.Structural design includes setting-up of bolts,placing steel bars in concrete slabs,the size and surface treatment of shaped plates.Research and design of the composite floors is helpful to the development of high-rise steel structures.
Keywords:high-rise steel structure  composite floor  design calculation  structural design  
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