某劇院大跨度有粘結(jié)預(yù)應(yīng)力井字梁設(shè)計(jì)
黃國(guó)輝,王志剛
- 摘 要
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(北京市建筑設(shè)計(jì)研究院,北京 100045)[摘要]介紹了某劇院屋面結(jié)構(gòu)選型和大跨度后張有粘結(jié)預(yù)應(yīng)力井字梁的詳細(xì)設(shè)計(jì)過(guò)程。討論了預(yù)應(yīng)力度、預(yù)應(yīng)力筋束形和支承主梁抗扭等幾個(gè)問(wèn)題,并給出實(shí)際工程中的處理辦法。針對(duì)大跨度預(yù)應(yīng)力井字梁介紹了一些行之有效的構(gòu)造措施,可供類(lèi)似工程參考。[關(guān)鍵詞]劇院建筑;屋面結(jié)構(gòu);預(yù)應(yīng)力井字梁;設(shè)計(jì)Design and analysis of long-span post-tensioned bonded prestressed cross-beams of a theaterHuang Guohui, Wang Zhigang(Beijing Institute of Architectural Design, Beijing 100045, China)Abstract:The detailed design process of floor structure and long-span post-tensioned bonded prestressed cross-beams is introduced. Some problems such as degree of prestress, tendon shape and torsion resistance of side main beam are discussed and the treating methods are put forward. Some construction measures for long-span prestressed cross-beams are suggested, and the design experience can be referred to similar engineering.Keywords:theater architecture; roof structure; prestressed cross-beams; design作者簡(jiǎn)介:黃國(guó)輝,Email:huanggh@biad.com.cn。參考文獻(xiàn)[1]潘立. 后張預(yù)應(yīng)力混凝土結(jié)構(gòu)設(shè)計(jì)中的幾個(gè)概念問(wèn)題[J]. 工業(yè)建筑,1996,26(11):17-19.[2]薛偉辰. 現(xiàn)代預(yù)應(yīng)力結(jié)構(gòu)設(shè)計(jì)[M].北京:中國(guó)建筑工業(yè)出版社,2003.[3]陶學(xué)康. 后張預(yù)應(yīng)力混凝土設(shè)計(jì)手冊(cè)[M].北京:中國(guó)建筑工業(yè)出版社,1996.[4]江峰,李唐寧.大跨預(yù)應(yīng)力次梁樓蓋結(jié)構(gòu)的邊主梁扭矩簡(jiǎn)化計(jì)算[J]. 建筑結(jié)構(gòu),2007,37(7):54-57.[5]大跨度預(yù)應(yīng)力次梁樓蓋結(jié)構(gòu)體系工程實(shí)踐和理論研究總報(bào)告[R].重慶建筑大學(xué)建筑工程學(xué)院,1997.
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