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內(nèi)蒙古自治區(qū)美術(shù)館復(fù)雜鋼結(jié)構(gòu)設(shè)計(jì)
樊欽鑫1,李冬2,徐瑞1,金來建1,楊超杰1,徐志堅(jiān)1,謝軍1,付錦龍1
摘 要

(1 中國航空規(guī)劃設(shè)計(jì)研究總院有限公司, 北京 100120; 2 內(nèi)蒙古自治區(qū)本級政府投資非經(jīng)營性項(xiàng)目代建管理局, 呼和浩特 010010)

[摘要]內(nèi)蒙古自治區(qū)美術(shù)館總建筑面積約為36 000m2,為呼和浩特市地標(biāo)性建筑。該項(xiàng)目為體型特別復(fù)雜的結(jié)構(gòu),平面呈L形,包含空間傾斜面、扭曲面、吊掛和大懸挑結(jié)構(gòu)。首先介紹了結(jié)構(gòu)體系的確定,重點(diǎn)從滿足外幕墻體系、建筑內(nèi)部空間、建筑水平和豎向交通及樓蓋舒適度要求四個方面介紹了結(jié)構(gòu)如何成就建筑之美。然后從整體設(shè)計(jì)難點(diǎn)與關(guān)鍵部位設(shè)計(jì)兩個方面考慮,對懸挑鋼結(jié)構(gòu)進(jìn)行了整體靜力、抗震性能化、復(fù)雜節(jié)點(diǎn)、整體穩(wěn)定及防連續(xù)倒塌等分析,并采取相應(yīng)措施。結(jié)果表明整體結(jié)構(gòu)安全可靠。

[關(guān)鍵詞]美術(shù)館; 吊掛和大懸挑; 抗震性能化分析; 連續(xù)倒塌

中圖分類號:TU318文獻(xiàn)標(biāo)識碼:A文章編號:1002-848X(2018)23-0085-07

 

Complex steel structural design of Inner Mongolia Autonomous Region Art Museum

Fan Qinxin1, Li Dong2, Xu Rui1, Jin Laijian1, Yang Chaojie1, Xu Zhijian1, Xie Jun1, Fu Jinlong1

(1 China Aviation Planning and Design Institute Co.,  Ltd.,  Beijing 100120, China;2 The Inner Mongolia Autonomous Region Investment Non-operating Project Construction Administration of the Government at the Corresponding Level, Hohhot 010010, China)

Abstract: Inner Mongolia Autonomous Region Art Museum has a construction area of approximately 36 000m2, and is  a landmark building in Hohhot. The project is a particularly complex structure with L-shaped plane, including spatial inclined plane, twisted surface, suspended and large cantilever structures. Firstly, the determination of the structural system was introduced, and it focused on the four aspects to explain how the structure achieved the beauty of architecture, including the external curtain wall system, building interior space, horizontal and vertical traffic of building and floor comfortableness. Secondly, the design difficulties in the overall structure and key parts were considered. Several analyses were conducted on the cantilever steel structure including the overall static analysis, performance-based seismic analysis, complex joint analysis, overall stability analysis and progressive collapse analysis, and corresponding measures were taken. The results show that the overall structure is safe and reliable.

Keywords:art museum; suspended and large cantilever; performance-based seismic analysis; progressive collapse

 

作者簡介:樊欽鑫,碩士,高級工程師,一級注冊結(jié)構(gòu)工程師,Email:191128798@qq.com。

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