期刊文献+

佛山保利商务中心超高空天灯结构设计与研究 被引量:1

Design and study on super high lantern structure of Poly Commercial Central Tower in Foshan
原文传递
导出
摘要 佛山保利商务中心结构高度为250m,建筑顶部采用了中国传统习俗中漂浮的孔明灯造型。因此,如何实现顶部天灯通透轻盈的效果是结构设计的难点。天灯结构采用了空间钢框架-单层双向立体(四面)索网幕墙结构体系,沿天灯外轮廓设置了空间格构柱和钢桁架作为索网幕墙的支承。通过对拉索施加合理的预应力,保证其有足够的刚度承担平面外的风荷载和地震作用。为保证结构的安全性以及降低施工难度,钢结构节点采用设置加劲外环肋的加强方式且部分采用铸钢节点,并对特殊节点进行了有限元分析,分析结果表明此加强方式安全可行。 The structural height of Poly Commercial Central Tower in Foshan is 250m and there is a floating Kongming lantern shape in traditional Chinese custom at the top of this project. Therefore, it is a difficulty in structural design for how to achieve the transparent and light effect of the top lantern. The structural system of the super high lantern adopts spatial steel frame-monolayer-bidirectional-stereoscopic cable curtain wall, and the spatial lattice column and steel truss are set along the outer contour of the lantern to use as supports of cable curtain wall. Reasonable pre-stress was conducted on cables to ensure the strueture has enough stiffness to resist out-of-plane wind load and seismic action. To ensure structural safety and reduction of construction difficulty, the steel joints adopt strengthening method of external annular stiffener and partly adopt cast steel joints. And finite element analysis on special joints was conducted. Analysis results show that this strengthening method is safe and feasible.
出处 《建筑结构》 CSCD 北大核心 2016年第21期95-100,共6页 Building Structure
关键词 佛山保利商务中心 超高空天灯 超高空单层双向立体(四面)索网幕墙 空间钢框架 风振分析 加劲外环肋 铸钢节点 Poly Commercial Central Tower in Foshan super high lantern super high-monolayer-bidirectional-stereoscopic cable curtain wall spatial steel frame wind-induced vibration analysis external annular stiffener cast steel joint
  • 相关文献

参考文献2

二级参考文献11

  • 1石永久,吴丽丽,王元清,罗忆,徐悦.点支式玻璃建筑单层索网柔性支承体系及其工程应用[J].工业建筑,2005,35(2):1-5. 被引量:50
  • 2李国强,沈黎元,罗永峰.索结构形状确定的逆迭代法[J].建筑结构,2006,36(4):74-76. 被引量:15
  • 3冯若强,冀鹏,武岳,沈世钊.单索幕墙中玻璃与索静力协同工作试验[J].哈尔滨工业大学学报,2006,38(12):2065-2069. 被引量:12
  • 4JGJ102-2003玻璃幕墙工程技术规范[S].北京:中国建筑工业出版社,2003.
  • 5Vyzantiadou M A, Avdelas A V. Point fixed glazing systems: technological and morphological aspects [ J ]. Journal of Constructional Steel Research, 2004,60(8):1227-1240.
  • 6Miki M, Kawaguchi K. Extended force density method for form-finding of tension structures [ J ]. Journal of the International Association for Shell and Spatial Structures, 2010,51 (4) :291-300.
  • 7Barnes M R. Form finding and analysis of tension structures by dynamic relaxation [ J 1- International Journal of Space Structures, 1999,14(2) :89-104.
  • 8Bletzinger K U, Ramm E. A general finite element approach to the form finding of tensile structures by the ,updated reference strategy [ J ]. International Journal of Space Structures, 1999,14 ( 2 ) : 131-145.
  • 9Schlaich J, Moschner T. Prestressed cable-net facades [ J ]. Structural Engineering International, 2005,15( 1 ) :36-39.
  • 10翁振江,单建,尹凌峰,黄玮.单层平面索网结构找形分析[J].建筑结构,2011,41(3):14-18. 被引量:11

共引文献7

同被引文献2

引证文献1

二级引证文献3

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部