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中国浦东干部学院钢结构设计及研究
引用本文:张伟育,花更生,陈春晖,陈伟煜,丁生根,朱莹,张猛,关海涛.中国浦东干部学院钢结构设计及研究[J].建筑结构,2007(5).
作者姓名:张伟育  花更生  陈春晖  陈伟煜  丁生根  朱莹  张猛  关海涛
作者单位:华东建筑设计研究院有限公司 上海200002
摘    要:中国浦东干部学院是国家干部培训基地之一,钢结构屋盖的最大跨度近63m,采用了双向正交钢桁架体系。钢屋盖主要支承在钢柱-支撑上,并运用了多种滑动支座、摇摆柱、梭形钢结构桁架柱,以减少屋盖的跨度并丰富建筑的表现手段。主要介绍了大跨度钢结构的结构布置、其动力特性及各工况下的内力分布、基础拉梁、摇摆柱、梭形钢结构桁架柱、滑动支座的设计等内容。

关 键 词:大跨度钢结构  滑动支座  摇摆柱  梭形钢结构桁架柱  铸钢件

Steel Structural Design and Study for China Executive Leadship Academy Pudong
Zhang Weiyu,Hua Gengsheng,Chen Chunhui,Chen Weiyu,Ding Shenggen,Zhu Ying,Zhang Meng,Guan Haitao.Steel Structural Design and Study for China Executive Leadship Academy Pudong[J].Building Structure,2007(5).
Authors:Zhang Weiyu  Hua Gengsheng  Chen Chunhui  Chen Weiyu  Ding Shenggen  Zhu Ying  Zhang Meng  Guan Haitao
Abstract:China Executive Leadship Academy Pudong is one of the national bases for training cadre.The maximum span of the roof truss being applied with two-way orthogonal steel truss system almost reaches 63m.The roof structure is mainly supported by steel column.Meanwhile,various sliding bearings,swinging columns and steel shuttle-shaped truss columns are put into application to reduce the roof span and enrich the architectural image as well.The design of the big-span steel structure is introduced for structural layout,and its dynamical characteristics and internal forces distribution under different load cases,foundation tie bar,swinging column,steel shuttle-shaped truss column and sliding bearing etc,are presented.
Keywords:big-span steel structure  sliding bearing  swinging column  shuttle-shaped steel truss column  cast-steel member
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