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碗扣式钢管脚手架位移监测系统研制及预警值确定 被引量:8

Research on Displacement Monitoring System of Tubular Steel Scaffold with Cuplok Joint and Determination of Threshold Value
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摘要 为有效防范施工中的钢管脚手架倒塌,最大限度地减小人员伤亡和财产损失,介绍一种新型碗扣式钢管脚手架位移监测系统的研制原理及组成。以马鞍山长江公路大桥施工中的碗扣式脚手架为实际工程背景,为临时支撑40 m跨度整体式箱梁的钢管脚手架设置施工过程中的位移监控系统。通过提取脚手架临时结构的第一阶屈曲模态,考虑初始缺陷的影响,进行几何非线性全过程分析和设计荷载位移计算,给出碗扣式钢管脚手架位移监测系统所需分级预警值。通过在碗扣式钢管脚手架关键部位布设激光发射器,求取激光发射器所发射激光投射在固定参考坐标系内轨迹的变化,获得碗扣式钢管脚手架关键部位的水平方向和竖直方向位移,该系统可通过无线网络将信号传递至管控中心的PC终端。研究表明,新型碗扣式钢管脚手架位移监测系统为支架工程的倒塌预警工作提供了一种可行的方案,且具有操作简单、成本可控之优点。 In case of tubular steel scaffold collapse under construction, a new displacement monitoring system of tubular steel scaffold with cuplok joint is introduced to minimize casualties and property losses. The tubular steel scaffold of a 40 meters long box girder in Maanshan Yangtze River Bridge is taken as an example to propagate structural geometry nonlinear analysis and displacement calculation under design load through scaling and superimposing the lowest eighenmode onto the perfect geometry to create an initial imperfection for displacement graded threshold value. Laser transmitters which are placed in key positions of the tubular steel scaffold are used for trajectory tracking to obtain horizontal and vertical displacements by the reference coordinate system. System signals are transmitted through wireless network to PC terminal in control center. It is shown that the new displacement monitoring system of tubular steel scaffold with cuplok joint is practical and feasible with simple operation and controllable costance.
出处 《公路工程》 北大核心 2014年第6期316-320,共5页 Highway Engineering
关键词 碗扣式 脚手架 施工预警 监测 激光发射器 cuplok scaffold early warning during construction monitoring laser transmitter
作者简介 郭佳(1987-),女,北京人,硕士,主要从事桥梁工程研究。
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  • 1G. Cattledge,S. Hendricks,et al. Fatal occupational falls in the U.S. construction industry [ J ] . Accid. Anal. And Prev.,1996,28(5):647 -654.
  • 2C. C. Kao. Analysis of safety behavior for steel scaffold and verticalshore[ R]. Taiwan:National Taiwan University, 1981.
  • 3S. L. Chan. Geometric and material non-linear analysis of beam -col-umns and frames using the minimum residual displacement method[J], International Journal for Mumerical Methods in Engineering,1988(26) :2657 -2669.
  • 4J. L. Peng. High clearance scaffold systems during construction-I.Structural modeling and modes of failure [ J ] . Engineering Struc-tures,1996,18(3) :247 -257.
  • 5J. L. Feng. High clearance scaffold systems during construction-II.Structural analysis and development of design guidelines [J]. En-gineering Structures, 1996,18(3 ) :258 - 267.
  • 6H. Zhang,T. Chandrangsu,et al. Probabilistic study of the strengthof steel scaffold systems [ J ] . Structural Safety ,2010 (32 ) : 393 -401.
  • 7颜聪.模板支撑倒塌预警系统-钢管架支撑承受非规则荷重之研究[R].台湾:行政院劳委会劳工安全卫生研究所,1994.
  • 8L. B. Weesner, H. L. Jones. Experimental and analytical capacity offrame scaffolding[ J ]. Engineering Structures, 2001 ( 23 ) ; 592 -599.
  • 9J. L. Peng,S. L. Chan,et al. Effects of geometrical shape and incre-mental loads on scaffold systems [ J ] . Journal of ConstructionalSteel Research,2007(63) :448 -459.
  • 10易桂香,辛克贵,高秋利,黄勋.双排碗扣式钢管脚手架稳定承载力分析[J].工业建筑,2009,39(S1):1130-1133. 被引量:9

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