| 扣件式钢管脚手架极限承载力计算模型的回顾与展望 |
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| 引用本文： | 陆文强,侯飞. 扣件式钢管脚手架极限承载力计算模型的回顾与展望[J]. 价值工程, 2011, 30(4): 63-64 |
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| 作者姓名： | 陆文强 侯飞 |
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| 作者单位： | 四川大学建筑与环境学院,成都,610207 |
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| 摘 要： | 本文回顾了近二十年来扣件式钢管脚手架的各种计算模型,并进行了对比和思考。得出了只有半刚性节点模型才真正触及了扣件连接这一本质特点,建议采用考虑了节点半刚性的框架模型进行扣件式钢管脚手架的研究和计算,同时考虑其它因素的影响。本文同时也对扣件式钢管脚手架极限承载力的进一步研究进行了展望。
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| 关 键 词： | 扣件式钢管脚手架 计算模型 半刚性 展望 |
Review and Prospect on Calculation Models of Steel Tubular Scaffold |
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| Lu Wenqiang,Hou Fei. Review and Prospect on Calculation Models of Steel Tubular Scaffold[J]. Value Engineering, 2011, 30(4): 63-64 |
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| Authors: | Lu Wenqiang Hou Fei |
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| Affiliation: | Lu Wenqiang;Hou Fei(College of Architecture and Environment,Sichuan University,Chengdu 610207,China) |
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| Abstract: | This paper reviews a variety of steel tubular scaffold models,and conducts comparison and reflection,which obtaines that semi-rigid model really touched on the essential characteristics of fastener connection.It recommendes to consider the framework model of the node to research and calculate the semi-rigid steel tubular scaffolding,taking into account other factors.This paper also makes the prospect of further research on the ultimate bearing capacity of steel tubular scaffold. |
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| Keywords: | fastener-style steel pipe scaffold calculation model semi-rigid prospect |
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