- 摘 要
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(中国建筑设计研究院, 北京 100044)
[摘要]天津海河教育园区体育中心体育馆及公共实训中心的屋盖采用空间异形钢网架结构。考虑下部结构分缝情况,将钢结构屋盖分为8个部分,网架1与网架2通过搭接桁架连接在一起,最大跨度约为80m,最大悬挑约为27m;网架3的跨度约为27m,网架4的跨度约为25.2m。对钢结构屋盖的荷载取值、结构布置、设计参数选取、节点分析与设计、支座设计进行了总结和讨论,可为类似工程提供参考。
[关键词]体育中心; 体育馆; 钢结构; 搭接桁架; 荷载取值; 节点分析; 支座设计
中图分类号:TU393.3 文献标识码:A 文章编号:1002-848X(2014)06-0042-05
Structural design of steel roof of gymnasium and public training center of Tianjin Haihe Education Park Sport Center
Bi Lei, Ren Zhibin, Liu Songhua, You Tianzhi, Yuan Yanmin
(China Architecture Design & Research Group, Beijing 100044, China)
Abstract: Gymnasium and public training center of Tianjin Haihe Education Park Sport Center adopts the roof structure of special shaped spatial steel grid. Based on the partition of substructure, the whole steel roof is divided into 8 parts. Grid 1 and grid 2 are connected together with a lapping truss and the largest span reaches about 80m while the maximum cantilevered length reaches 27m. Grid 3 span reaches about 27m, while grid 4 span reaches about 25.2m. The loading values, structure arrangement, design parameters, node analysis and design, support design of the steel structure roof were summarized and discussed, which can provide reference for similar project.
Keywords: sport center; gymnasium; steel structure; lapping truss; loading value; node analysis; support design
作者简介:毕磊,学士,高级工程师,一级注册结构工程师,Email:bil@cadg.cn。
参考文献
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