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Volume 40 Issue 8
Dec.  2014
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Qu Xiushu, Chen Zhihua, Qiao Wentao. ANALYSIS OF BASIC CHARACTERISTICS OF CABLE SUPPORTED CONCRETE SANDWICH BOARD WITH WIRE MESH[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(8): 30-34. doi: 10.13204/j.gyjz201008008
Citation: Qu Xiushu, Chen Zhihua, Qiao Wentao. ANALYSIS OF BASIC CHARACTERISTICS OF CABLE SUPPORTED CONCRETE SANDWICH BOARD WITH WIRE MESH[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(8): 30-34. doi: 10.13204/j.gyjz201008008

ANALYSIS OF BASIC CHARACTERISTICS OF CABLE SUPPORTED CONCRETE SANDWICH BOARD WITH WIRE MESH

doi: 10.13204/j.gyjz201008008
  • Received Date: 2010-03-10
  • Publish Date: 2010-08-20
  • Based on the tensegrity and cable supported structures,the cable supported concrete roof structure was put forward as a new-style pre-stressed compound steel-concrete roof structure. It has advantages of larger span,simple construction,high industrialization. But using the method of increasing the thickness of precast concrete panel to enhance stiffness can also caused a rise in the structure weight. Concrete sandwich board with wire mesh is a new light building board,which has the features of light weight,high rigidity and good bearing capacity. And thereby,this paper propose the idea of cable supported concrete sandwich board with wire mesh,its basic characteristics,such as the pre-stress design of the cable,the behavior of natural oscillation and the crack control of concrete sandwich board with wire mesh were studied by using the finite element software.
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  • [2] 李砚波,关童,戴自强,等. 均布荷载下混凝土夹芯板的极限承载力[J]. 建筑科学,2005,21(6) : 37-40.
    陈志华,乔文涛,王小盾. 弦支混凝土集成楼盖结构及其施工方法:中国,200810053438. 0[P]. 2008-10-05.
    [3] 朱伯龙. 混凝土结构设计原理(上册) [M]. 上海: 同济大学出版社,1993.
    [4] 沈蒲生. 混凝土结构设计原理[M]. 北京: 高等教育出版社,2002.
    [5] 徐金声,薛立红. 现代预应力混凝土楼盖结构[M]. 北京: 中国建筑工业出版社,1998.
    [6] 李一松,赵彤,戴自强. 轻型混凝土夹芯板的开发研究[J].福建建筑,2003 (1) : 29-30.
    [7] 陈长伟. 预应力混凝土构件张拉前产生裂缝的原因分析及处理方法[J]. 化学工程与装备,2009 (8) : 112-114.
    [8] 白正仙,刘锡良,李义生. 新型空间结构形式张弦梁结构[J]. 空间结构,2001,7(2) :33-38.
    [9] Masao Saitoh,Kurasiro Tosiya. A Study on Structural Behaviors of Beam String Structure[C ]∥ Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan. Tokyo: 1985:280-284.
    [10] Saitoh Masao,Okasa Akira. The Role of String in Hybrid String Structure[J]. Engineering Structures,1999,21(8) :756-769.
    [11] Kawaguchi Mamoru,Abe Masaru,Tatemichi Ikuo. Design Tests and Realization ofSuspen-DomeSystem [J]. Journal of the IASS,1999,40(131) :179-192.
    [12] 陈志华. 弦支穹顶结构体系及其结构特性分析[J]. 建筑结构,2004,34(5) :38-41.
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