A STUDY ON DEFORMATION CHARACTERISTIC OF COUPLER STEEL TUBE FALSEWORK

Hu Changming; Ge Zhaoshen; Wang Lifang; Shen Qin

doi:10.13204/j.gyjz201002008

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Hu Changming, Ge Zhaoshen, Wang Lifang, Shen Qin. A STUDY ON DEFORMATION CHARACTERISTIC OF COUPLER STEEL TUBE FALSEWORK[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 32-35. doi: 10.13204/j.gyjz201002008

Citation:

Hu Changming, Ge Zhaoshen, Wang Lifang, Shen Qin. A STUDY ON DEFORMATION CHARACTERISTIC OF COUPLER STEEL TUBE FALSEWORK[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 32-35. doi: 10.13204/j.gyjz201002008

Hu Changming, Ge Zhaoshen, Wang Lifang, Shen Qin. A STUDY ON DEFORMATION CHARACTERISTIC OF COUPLER STEEL TUBE FALSEWORK[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 32-35. doi: 10.13204/j.gyjz201002008

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A STUDY ON DEFORMATION CHARACTERISTIC OF COUPLER STEEL TUBE FALSEWORK

doi: 10.13204/j.gyjz201002008

1.
1. School of Civil Engineering of Xi’an University of Architecture and Technology,Xi’an 710055,China;
2.
2. Shanghai Baoye Construction Co.Ltd,Shanghai 200941,China

Received Date: 2009-09-10
Publish Date: 2010-02-20

Abstract

Abstract

According to the tracking and monitoring of all course loading of specimens under 5 conditions,it is analysed distortion characteristic of integral frame and local vertical bars.The results show that the support have obvious lateral displacement of double direction,the distortion curve of the vertical bar is mainly b kind that is controled by nodal displacement,so the coupler steel tube falsework should be a frame with lateral displacement and semi-rigid node.In addition,a bridging has a good restriction on torsion and distortion of the falsework special attention should be given to its disposal in constructing.Distortion characteristic of the falsework bears important referrence value on founding theory of analyzing frame stability.
- coupler steel tube false,
- work distortion characteristic,
- test

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References(13)

References

杜荣军.扣件式钢管模板高支撑架的设计和使用安全[J].施工技术,2002,31(3):3-8.

[2] 施炳华.探讨扣件式钢管脚手架的稳定计算问题[J].施工技术,2004,33(2):21-22.

[3] 杜荣军.脚手架结构的稳定承载能力[J].施工技术,2001,30(4):1-5.

[4] 赵滇生,田兴长,章雪峰,等.扣件式钢管模板高支撑架整体稳定分析[J].浙江工业大学学报,2007,35(1):78-81.

[5] L ightfoot E,O liveto G. Collapse Strength of Tubular Steel Scaffold Assemblies[J]. Proceedings of the Institution of Civil Engineers(London). Part l - Design Construction,1977,63(2):311-329.

[6] Huang Y L,Chen H J,Rosowsky D V,et al. Load 2 Carrying Capacities and Failure Modes of Scaffold 2 Shoring Systems,Part Ⅰ:Modeling and Experiments[J]. Structural Engineering and Mechanics,2000,10( l):53-66.

[7] Huang Y L,Kao Y G,Rosowsky D V. Load 2 Carrying Capacities and Failure Modes of Scaffold2Shoring Systems,Part Ⅱ: AnAnalytical Model and Its Closed 2 Form Solution[J]. Structural Engineering and Mechanics,2000,10( l):67-79.

[8] 胡长明,刘洪亮,曾凡奎.等.扣件式钢管高大模板支架研究进展[J].工业建筑,2010,40(2):1-5.

[9] 邢卫晋,郝钧,熊耀莹.关于我国模架事故的普遍性与必然性的讨论[J].中国建筑金属结构,2008(2):47-49.

[10] 曾凡奎,胡长明,闫鑫,等.扣件式钢管模板支架稳定性试验研究[J].工业建筑,2010,40(2):28-31.

[11] 胡长明.扣件联接钢结构试验及其理论研究[D].西安:西安建筑科技大学,2008.

[12] 曾凡奎,胡长明,葛召深,等.扣件式模板支架立杆的计算长度系数取值研究[J].工业建筑,2010,40(2):24-27.

[13] 徐崇宝,张铁铮,潘景龙,等.双排扣件式钢管脚手架工作性能的理论分析与试验研究[J].哈尔滨建筑工程学院学报,1989,22(2):38-55.

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