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三河文化中心劇院結構設計
趙 曉, 徐佶霆, 陳 雷, 阿拉騰倉
摘 要

    趙  曉,  徐佶霆,  陳  雷,  阿拉騰倉
    (深圳市筑博工程設計有限公司北京分公司,北京 100013)

[摘要] 三河文化中心是集文化、體育、娛樂于一體的公建綜合體。劇院結構體型復雜、結構空曠、樓板不連續(xù)、結構扭轉效應大,通過準確的模擬計算,采取抗震措施和概念性設計加強來控制上述問題。劇院觀眾廳樓座的長懸挑、屋頂?shù)拇罂缍阮A應力井字梁以及臺口的預應力混凝土大梁設計是結構的設計難點,對此分別進行了介紹,為類似工程提供借鑒。
[關鍵詞] 框架-剪力墻;預應力混凝土;長懸挑;大跨度鋼屋架
中圖分類號:TU318    文獻標識碼:A  文章編號:1002-848X(2012) Sl-0383-03

Structural design on theatre of Sanhe Culture Art Centre
Zhao Xiao, Xu Jiting, Chen Lei,A Latengcang
( Zhubo Arclutectural & Engineering Design Co.,  Ltd.,( Beijing),  Beijing 100013,  China)

Abstract: Sanhe Culture Art Centre is a comprehensive pubic building of culture, sports and entertainment. It is a Hulding with many irregular characteristics such as structural hollowness, floor discontinuous, huge torsion effect. By accurate simulation, seisrmc measures and concept design were adopted to control the questions. The design of suspension beams of balcony in auditorium, long span prestressed cross-beams on proof and the big prestressed beam on stage were introduced respectively. The design experience will be good references for sinular project.
Keywords: frame-shear wall; prestressed concrete; long suspension; long-span steel roof truss

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