RESEARCH AND APPLICATION OF ROLL CABLE-STRUT JOINT IN SUSPEND-DOME

Wu Yingjun; Chen Zhihua; LüQing

doi:10.13204/j.gyjz201008007

Volume 40 Issue 8

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(8): 27-29,34

Shi Gang, Liu Zhao, Ban Huiyong, Zhang Yong, Shi Yongjiu, Wang Yuanqing. STUDY ON THE STABILITY DESIGN METHOD OF HIGH STRENGTH STEEL ANGLE MEMBERS UNDER AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(6): 18-21. doi: 10.13204/j.gyjz200906004

Citation:

Wu Yingjun, Chen Zhihua, LüQing. RESEARCH AND APPLICATION OF ROLL CABLE-STRUT JOINT IN SUSPEND-DOME[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(8): 27-29,34. doi: 10.13204/j.gyjz201008007

Citation:

Wu Yingjun, Chen Zhihua, LüQing. RESEARCH AND APPLICATION OF ROLL CABLE-STRUT JOINT IN SUSPEND-DOME[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(8): 27-29,34. doi: 10.13204/j.gyjz201008007

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RESEARCH AND APPLICATION OF ROLL CABLE-STRUT JOINT IN SUSPEND-DOME

doi: 10.13204/j.gyjz201008007

1.
1. School of Civil Engineering,Tianjin University,Tianjin 300072,China;
2.
2. China Jingye Engineering Corporation Limited,Beijing 100088,China

Received Date: 2010-03-10
Publish Date: 2010-08-20

Abstract

Abstract

It is summarized the current methods of suspend-dome construction,the loss of prestress in loop cable caused by friction is studied in this paper. A new kind of roll cable-strut joint with a bearing is put forward to deal with the problem. Loss of prestress is reduced because of gliding friction replaced by roll friction. Two designs of roll cable-strut joint single-part roll cable-strut joint and press broad roll cable-strut joint are given under the concept of roll axis,as well as an actual design based on a suspend-dome model test. A kind of cable-strut joint which allows sliding of cable in prestress process and fixes the cable after construction is declared in different ways.
- suspen-dome,
- cable-strut joint,
- prestress construction,
- friction

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References(8)

References

CECS 212∶ 2006 预应力钢结构技术规程[S].

[2] Kawaguchi M，Abe M，Tatemichi I. Design，Test and Realization of Suspen-Dome System [J]. Journal of the International Association for Shell and Spatial Structures，1999，40 ( 131 ) :179-192.

[3] 王树，张国军，葛家琪. 2008 奥运会羽毛球馆预应力损失对结构体系影响分析[J]. 建筑结构学报，2007，28 (6) : 45-51.

[4] 葛家琪，王树，梁海彤. 2008 奥运会羽毛球馆新型弦支穹顶预应力大跨度钢结构设计研究[J]. 建筑结构学报，2007，28(6) : 10-21.

[5] 郭正兴，王永泉，罗斌. 济南奥体中心体育馆大跨度弦支穹顶预应力拉索施工[J]. 施工技术，2008，37 (5) :133-135.

[6] 王树，张国军，张爱林. 2008 奥运会羽毛球馆索撑节点预应力损失分析研究[J]. 建筑结构学报，2007，28(6) : 39-44.

[7] 陈志华，毋英俊，王小盾，等. 预应力钢结构滚动式张拉索节点:中国，200810052955. 6[P]. 2008-09-17.

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