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新長沙火車站站臺鋼雨篷結(jié)構(gòu)設(shè)計(jì)
周佳沖1,2,陳興1,余勇1,周德良1,李霆1,郭耀杰2
摘 要

(1 中南建筑設(shè)計(jì)院,武漢 430071; 2 武漢大學(xué),武漢 430072)
[摘要]新長沙火車站站臺鋼雨篷采用樹狀結(jié)構(gòu)的剛架體系。從整體受力體系的角度來設(shè)計(jì)樹狀結(jié)構(gòu),進(jìn)而詳細(xì)分析其受力狀況;通過非線性屈曲分析,跟蹤加載的全過程,可知樹狀結(jié)構(gòu)具有較好的穩(wěn)定性和承載能力;采用有限元軟件對其中的關(guān)鍵節(jié)點(diǎn)進(jìn)行數(shù)值分析,結(jié)果表明節(jié)點(diǎn)具有較強(qiáng)的強(qiáng)度和剛度。整個結(jié)構(gòu)體系滿足規(guī)范要求。
[關(guān)鍵詞]樹狀結(jié)構(gòu);整體受力體系;屈曲分析;節(jié)點(diǎn)分析
Design of the platform roof in Changsha New Railway Station
Zhou Jiachong1,2, Chen Xing1, Yu Yong1, Zhou Deliang1, Li Ting1, Guo Yaojie2(1 Central-south Architectural Design Institute,Wuhan 430071,China; 2 Wuhan University,Wuhan 430072, China)
Abstract:The platform roof of Changsha New Railway Station is made of rigid frame supported by tree structure. The tree structure should be regarded as a whole bearing structure, and detailed analysis was carried out. Then by using the non-linear buckle analysis, the whole loading process of the structure was tracked. Results prove that it has better stability and bearing capacity. At last, key nodes in tree structure were numerically analyzed with FEM software. Results show that the nodes are of enough strength and rigidity. The whole structure meets the regulation of codes.
Keywords:tree structure; whole bearing structure; buckle analysis; node analysis
作者簡介:周佳沖,高級工程師,一級注冊結(jié)構(gòu)工程師,注冊土木工程師(巖土),注冊咨詢
工程師(投資),Email:zny3szjc@sina.com。
參考文獻(xiàn)
[1]GB50017—2003鋼結(jié)構(gòu)設(shè)計(jì)規(guī)范[S].北京:中國計(jì)劃出版社,2003.
[2]CECS235:2008鑄鋼節(jié)點(diǎn)應(yīng)用技術(shù)規(guī)程[S].北京:中國計(jì)劃出版社,2008.
[3]武漢大學(xué)結(jié)構(gòu)風(fēng)工程研究所.長沙火車站風(fēng)洞試驗(yàn)與抗風(fēng)性能分析[R].武漢:2007.
[4]長沙市勘測設(shè)計(jì)院.武廣鐵路新長沙站站房及雨篷巖土工程詳細(xì)勘察報(bào)告[R].長沙:2007.
[5]童根樹.鋼結(jié)構(gòu)設(shè)計(jì)方法[M].北京:中國建筑工業(yè)出版社,2007.
[6]王新敏.ANSYS工程結(jié)構(gòu)數(shù)值分析[M].北京:人民交通出版社,2007.

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