| 扣件式钢管脚手架计算模型讨论与思考 |
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| 引用本文： | 魏銮新,曾志兴.扣件式钢管脚手架计算模型讨论与思考[J].福建建筑,2010(6):113-116. |
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| 作者姓名： | 魏銮新 曾志兴 |
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| 作者单位： | 华侨大学土木工程学院,362021 |
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| 摘 要： | 扣件式钢管脚手架是目前国内建筑施工中使用最广的脚手架形式。对比了钢管脚手架现有的几种计算模型,认为半刚性节点模型最能反映扣件连接的特点,但应该同时考虑对其他因素的影响,开展进行更多的钢管脚手架的稳定承载力试验,以对该计算模型进行检验和修正。
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| 关 键 词： | 扣件式钢管脚手架 铰接架模型 无侧移刚架模型 节点半刚性模型 排架模型 |
Study on the Calculation Models of Steel Tubular Scaffold with Couplers |
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| Wei Luanxin Zeng Zhixing.Study on the Calculation Models of Steel Tubular Scaffold with Couplers[J].Fujian Architecture & Construction,2010(6):113-116. |
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| Authors: | Wei Luanxin Zeng Zhixing |
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| Affiliation: | Wei Luanxin Zeng Zhixing(College of Civil Engineering,Huaqiao University,Quanzhou 362021) |
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| Abstract: | Steel tubular scaffold with couplers is the most widely used scaffold in China＇s construction industry.Based on the comparison on various existing calculation models of steel tubular scaffold with couplers,it is suggested that the semi-rigid node model is considered most adjacent to actual scaffold,taking other factors into account,and more stable load test should be carried out on steel tubular scaffold with couplers support to check and revise the calculation model. |
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| Keywords: | Steel tubular scaffold with couplers Hinged frame model Rigid frame model with lateral restraint Semi-rigid node model Bent model |
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