Source Journal for Chinese Scientific and Technical Papers
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Volume 40 Issue 2
Dec.  2014
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Article Contents
Zeng Fankui, Hu Changming, Ge Zhaoshen, Yan Xin. STUDY ON VALUE OF EFFECTIVE LENGTH COEFFICIENT OF UPRINGT STANCHION OF COUPLER STEEL TUBE FALSEWORK[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 24-27. doi: 10.13204/j.gyjz201002006
Citation: Zeng Fankui, Hu Changming, Ge Zhaoshen, Yan Xin. STUDY ON VALUE OF EFFECTIVE LENGTH COEFFICIENT OF UPRINGT STANCHION OF COUPLER STEEL TUBE FALSEWORK[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 24-27. doi: 10.13204/j.gyjz201002006

STUDY ON VALUE OF EFFECTIVE LENGTH COEFFICIENT OF UPRINGT STANCHION OF COUPLER STEEL TUBE FALSEWORK

doi: 10.13204/j.gyjz201002006
  • Received Date: 2009-09-10
  • Publish Date: 2010-02-20
  • This paper studied the torsional rigidity of couplers for right angle intersection members of falsework,which were characterized by semi-rigid joint.It was showed that initial torsion stiffness R_k and two parameters(M-) logarithmic nonlinear model of falsework joints was obtained,whose bolt tightening torque T=40 Nm.The proposed coefficient for effective length of falsework should consider semi-rigid joint with the calculation based on sway frame theory and then be compared with coefficient for effective length given by the stability carrying capacity test of the overall falsework.The results show that design falsework according to the semi-rigid joint with sway frame theory is safe and reasonable.Which provides a theoretical basis for formulating relevant specifications(rules).
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  • 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] 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.
    [5] 胡长明,车佳玲,张化振,等.节点半刚性对扣件式钢管模板支架稳定承载力的影响分析[J].工业建筑,2010,40(2):20-23.
    [6] 袁雪霞.建筑施工模板支撑体系可靠性研究[D].杭州:浙江大学,2006.
    [7] 陈骥.钢结构稳定理论与设计[M].3版.北京:科学出版社,2006.
    [8] 王静峰,李国强.有侧移半刚性连接组合框架柱的有效长度系数[J].工程力学,2007,24(3):71-79.
    [9] 郭成喜.半刚性钢框架的内力性态分析[J].建筑结构,2002(5):3-6.
    [10] 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实验研究[J].哈尔滨建筑工程学院学报,1989,22(2):38-55.
    [11] 敖鸿斐,李国强.双排扣件式钢管脚手架的极限稳定承载力研究[J].力学季刊,2004,25(2):213-218.
    [12] 葛召深,胡长明,王静,等.扣件式钢管模板支架剪刀撑研究[J].施工技术,2009,39(8):62-65.
    [13] 胡长明,董攀,沈勤,等.扣件式钢管高大模板支架整体稳定试验研究[J].施工技术,2009,39(4):70-72.
    [14] 胡长明,曾凡奎,沈勤,等.构造因素对高支模稳定承载力的影响[J].华中科技大学学报:城市科学版,2008,25(4):57-60.
    [15] 曾凡奎,刘学兵,胡长明.高大模板支架承受的两种特殊荷载分析及建议[J].青岛农业大学学报:自然科学版,2007,24(4):308-309.
    [16] 曾凡奎,李昌华,李新闻,等.扣件式高大模板支架现场试验研究[J].施工技术,2009,39(8):60-61.
    [17] 尹洪冰.扣件式高大模板支撑体系稳定性研究[D].西安:西安建筑科技大学,2008.
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