- 摘 要
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(中國建筑西南設(shè)計(jì)研究院有限公司,成都 610081)
[摘要] 成都雙流國際機(jī)場T2航站樓屋蓋采用鋼拱與網(wǎng)殼組合結(jié)構(gòu)。平面上可分為大廳,左、右連廊,D,E,F(xiàn),G指廊共七部分。大廳主拱間采用雙層網(wǎng)殼相連,連廊及指廊主拱間采用單層網(wǎng)殼相連,形成鋼拱與網(wǎng)殼組合結(jié)構(gòu)。主要介紹了該工程屋蓋的結(jié)構(gòu)選型,及網(wǎng)殼組合結(jié)構(gòu)的穩(wěn)定分析。
[關(guān)鍵詞] 鋼拱; 雙層網(wǎng)殼; 單層網(wǎng)殼; 穩(wěn)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
作者簡介:肖克艱,教授級(jí)高級(jí)工程師,一級(jí)注冊(cè)結(jié)構(gòu)工程師,Email:xb07@xnjz.com。參考文獻(xiàn)
[1] 劉錫良,韓慶華. 網(wǎng)格結(jié)構(gòu)設(shè)計(jì)與施工[M].天津:天津大學(xué)出版社,2004.
[2] 肖克艱,陳志強(qiáng),王立維,等. 成都雙流國際機(jī)場T2航站樓結(jié)構(gòu)設(shè)計(jì)[J].建筑結(jié)構(gòu),2010,40(9):1-5.
[3] 王勖成,邵敏. 有限單元法基本原理和數(shù)值方法[M].北京:清華大學(xué)出版社,1997:35-45.
[4] JGJ61—2003網(wǎng)殼結(jié)構(gòu)技術(shù)規(guī)程[S].北京:中國建筑工業(yè)出版社,2003.
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