期刊文献+

高大模板扣件式钢管支撑体系试验与数值模拟分析 被引量:1

Test and numerical simulation analysis of fastener type steel pipe support system for large formwork
下载PDF
导出
摘要 基于扣件式钢管支撑架在施工现场的广泛应用和较高的事故发生率,本文就高大模板扣件式钢管支撑体系的安全性能进行分析。通过一高度9.3m、平面尺寸10m×10m的高大模板扣件式钢管支撑体系的足尺试验,结合有限元模拟计算结果,对该支撑体系加载过程的受力情况进行对比分析;同时利用有限元模型对施工现场常见安全隐患如螺栓拧紧力矩不足、扫地杆过早拆除等对支撑体系安全性的影响大小进行计算。结论可为高大模板扣件式支撑体系的施工设计和现场安全管理提供参考依据。 Based on the wide application and high accident rate of fastener type steel pipe support frame in the construction site,this paper analyzes the safety performance of fastener type steel pipe support system for high and large formwork.A full-scale test of high formwork fastener type steel pipe support system with a height of 9.3 m and a plane size of 10m by 10 m is carried out.Combined with the finite element simulation calculation results,the stress of the support system during the loading process are compared and analyzed;meanwhile,the influence of common safety hazards on the safety of support system,such as insufficient tightening torque of bolts and premature removal of sweeping bar,is analyzed by using the finite element model.The conclusion can provide reference for construction design and site safety management of high formwork fastener support system.
作者 林迟 LIN Chi
出处 《福建建设科技》 2021年第2期21-24,共4页 Fujian Construction Science & Technology
关键词 高大模板支撑 扣件式钢管 足尺试验 数值模拟 high formwork support fastener type steel pipe full scale test supervision mode numerical simulation
  • 相关文献

参考文献1

二级参考文献10

  • 1何君毅 林祥都.工程结构非线性问题的数值解法[M].北京:国防工业出版社,1984..
  • 2Huang Y L,Chen H J,Rosowsky D V,et al.Load-carrying capacities and failure modes of scaffold-shoring systems,PartⅠ:Modeling and experiments[J].Structural Engineering and Mechanics,2000,10 (Ⅰ):53-66
  • 3Huang Y L,Kao Y G,Rosowsky D V.Load-carrying capacities and failure modes of scaffold-shoring systems,Part 11:An analytical model and its closed-form solution[J].Structural Engineering and Mechanics,2000,10 (1):66-79
  • 4Peng J L,Pan A D,Chen W F.Approximate analysis method for modular tubular falsework[J].Journal of Structural Engineering,ASCE,2001,127 (3):256-263
  • 5Weesner L B,Jones H L.Experimental and analytical capacity of frame scaffolding[J].Engineering Structures,2001,23(6):592-599
  • 6中华人民共和国行业标准.JGJ 130-2001建筑扣件式钢管脚手架安全技术规范[S].北京:中国建筑工业出版社,2001
  • 7中华人民共和国国家标准.GB50018-2002冷弯薄壁型钢结构技术规范[S].北京:中国计划出版社,2002
  • 8徐崇宝,张铁铮,潘景龙,黄宝魁,陆聚东.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. 被引量:73
  • 9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. 被引量:200
  • 10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. 被引量:70

共引文献123

同被引文献6

引证文献1

二级引证文献1

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部