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2019北京世园会生活体验馆结构设计

Structural design on Living Experience Pavilion of International Horticultural Exhibition 2019, Beijing, China
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摘要 2019北京世园会生活体验馆地上采用钢框架结构体系,基础形式为筏板基础及独立柱基。两种不同基础形式间有较大的沉降差,故采用CFG桩复合地基。对上部结构中楼板大开洞及不连续处进行楼板应力分析,采取相应加强措施处理。因施工难度大,将双向曲线屋面由现浇楼板改为钢筋桁架楼承板,进行楼板应力分析并提供相应节点细节设计,以保证施工及使用阶段安全。 Steel frame structural system was adopted on the ground of Living Experience Pavilion of International Horticultural Exhibition 2019,Beijing,China.The foundation forms were raft foundation and independent column foundation.CFG pile composite foundation was adopted because of the large settlement difference between the two kinds of foundations.Stress analysis was conducted on floors with large openings and discontinuities in the upper structure,and corresponding reinforcement measures were taken to deal with them.Because of the difficulty of construction,the hyperbolic roof was changed from cast-in-situ floor to reinforced truss floor slab,and the floor stress analysis was carried out,and the detailed design of the corresponding joints was provided to ensure the safety of construction and use stages.
作者 冯启磊 邵筠 刘文阳 尹胜兰 Feng Qilei;Shao Jun;Liu Wenyang;Yin Shenglan(China Architecture Design&Research Group,Beijing 100044,China)
出处 《建筑结构》 CSCD 北大核心 2019年第17期39-42,共4页 Building Structure
关键词 北京世园会 生活体验馆 钢框架结构 楼板应力分析 CFG桩复合地基 双曲屋面 International Horticultural Exhibition 2019,Beijing,China Living Experience Pavilion steel frame structure stress analysis of floor CFG pile composite foundation hyperbolic roof
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  • 1扶长生.抗震设计中的平扭耦联问题[J].建筑结构学报,2006,27(2):40-46. 被引量:17
  • 2FARZAD NAEIM, BOPPANA R RAO. Seismic Design of Floor Diaphragm, Chapter 8 of the Seismic Design Handbook edited by Farzad Naeim[ M]. Boston : Klower Academic Publishers, 2001.
  • 3Computers & Structures Inc. ETABS Users Manual[ M]. 1999.
  • 4Applied Technology Council. Seismic Evaluation and Retrofit of Concrete Buildings(ATC 40) [ S]. 1996.
  • 5中国建筑科学研究院.PUSH&EPDA用户手册及技术条件[M].2005.
  • 6PETER MARTI. Design of concrete slabs for transverse shear[J]. ACI Structural Journal, 1990, 87(2): 180-190.
  • 7International Code Council. International Building Code[ S]. 2003.
  • 8NILSON A H, et al. Design of Concrete Structures [ M ]. New York : Mc Graw-Hin, 2003.
  • 9(GB50010-2002).混凝土结构设计规范[S].[S].中华人民共和国国家标准编写组,[s. L.]:[s.N.],2002..
  • 10(GB50011-2001).建筑抗震设计规范[S].[S].,..

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