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H型钢肋环形、扁五角锥单层折板网壳结构设计

Analysis and Design for Meridional Folded Plate Latticed Shell with the Shape of Flat Five-pyramids Consisting of the H-Shaped Steel Members

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【作者】 肖南程柯董石麟孙彤

【Author】 Xiao Nan~1, Cheng Ke~1, Dong Shilin~1, Sun Tong~2 (1 Research Center of Spatial Structure,Zhejiang University,Hangzhou 310027,China;2 Metallurgical Design Institute of Shandong Province, Jinan 250014,China)

【机构】 浙江大学空间结构研究中心山东省冶金设计院 杭州310027杭州310027济南250014

【摘要】 以山东滨州会展中心钢屋盖结构为工程背景,详细地分析了H型钢组成的肋环形和扁五角锥单层折板网壳结构的受力特性,同时根据变形及内力的分布,介绍了杆件、连接节点和支座节点的设计。指出在大跨度屋盖结构中,H型钢截面杆件的连接可以采用传统的钢结构连接方式,同时肋环形折板结构体系的推力自抗性能使下部结构的负担较小。

【Abstract】 As Shandong Binzhou Conference and Exhibition Center for the engineering background,the force-bearing properties of meridional folded plate latticed shell are analyzed with the shape of flat five-pyramids consisting of the H-shaped steel members.Based on the distribution of deformation and internal force,the design of members,connections and bearings are introduced.It is pointed out that the traditional connection types of H-shaped steel members can be adopted in the large span roof structures,and the performance of thrust self-resistance in the structural system makes the structural design easy.

  • 【文献出处】 建筑结构 ,Building Structure , 编辑部邮箱 ,2005年06期
  • 【分类号】TU398.9
  • 【被引频次】3
  • 【下载频次】157
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