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(中国建筑西南设计研究院有限公司,成都 610081)
[摘要] 成都双流国际机场T2航站楼屋盖采用钢拱与网壳组合结构。平面上可分为大厅,左、右连廊,D,E,F,G指廊共七部分。大厅主拱间采用双层网壳相连,连廊及指廊主拱间采用单层网壳相连,形成钢拱与网壳组合结构。主要介绍了该工程屋盖的结构选型,及网壳组合结构的稳定分析。
[关键词] 钢拱; 双层网壳; 单层网壳; 稳定分析Stability of the steel roof system of Chengdu Shuangliu International Airport T2 Terminal Building
Xiao Kejian, Luo Yu, Yang Wen, Wang Liwei, Chen Zhiqiang, Zhao Guangpo, Xia Xun
(China Southwest Architectural Design and Research Institute Co., Ltd., Chengdu 610081, China)
Abstract:The roof system of Chengdu Shuangliu International Airport T2 Terminal Building consists of steel arch elements and steel lattice shell elements.In the plan view,the building is composed of seven parts:a main lobby,left and right connection hallways and five boarding bridges. A double layered lattice steel shell structure is used as the roof of the main lobby part,while a single lattice shell structure is used as the roofs of the connection hallways and the boarding bridges.The selection of the roof structure,the stability analysis of the shell structure and some major problems that should be paid attention to while designing,were introduced.
Keywords:steel arch; double layered lattice shell; single layered lattice shell; stability analysis
作者简介:肖克艰,教授级高级工程师,一级注册结构工程师,Email:xb07@xnjz.com。参考文献
[1] 刘锡良,韩庆华. 网格结构设计与施工[M].天津:天津大学出版社,2004.
[2] 肖克艰,陈志强,王立维,等. 成都双流国际机场T2航站楼结构设计[J].建筑结构,2010,40(9):1-5.
[3] 王勖成,邵敏. 有限单元法基本原理和数值方法[M].北京:清华大学出版社,1997:35-45.
[4] JGJ61—2003网壳结构技术规程[S].北京:中国建筑工业出版社,2003.