| 扣件式钢管脚手架临界力下限计算方法 |
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| 引用本文： | 刘宗仁,涂新华,丁永胜.扣件式钢管脚手架临界力下限计算方法[J].建筑技术,2001,32(8):541-543. |
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| 作者姓名： | 刘宗仁 涂新华 丁永胜 |
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| 作者单位： | 哈尔滨工业大学 |
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| 摘 要： | 扣件式钢管脚手架临界力下限计算法是指扣件拧紧程度不足或不能保证时，其工作性能可能更接近于排架；整架按排架进行计算其临界力值既能确保安全，又能更好地解释扣件式钢管脚手架最大搭设高度的界定问题。
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| 关 键 词： | 扣件式钢管脚手架 临界力 排架 搭设高度 |
| 文章编号： | 1000-4726(2001)08-0541-03 |
| 修稿时间： | 2001年5月10日 |
METHOD OF CALCULATING LOWER LIMIT OF BUCKLING LOAD OF TUBULAR STEEL SCAFFOLD JOINED BY COUPLERS |
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| LIU Zongren,TU Xinhua,DING Yongsheng.METHOD OF CALCULATING LOWER LIMIT OF BUCKLING LOAD OF TUBULAR STEEL SCAFFOLD JOINED BY COUPLERS[J].Architecture Technology,2001,32(8):541-543. |
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| Authors: | LIU Zongren TU Xinhua DING Yongsheng |
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| Affiliation: | LIU Zongren TU Xinhua DING Yongsheng |
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| Abstract: | Method of calculating lower limit of buckling load of tubular steel scaffold joined by couplers means that it works as a hinged frame if the couplers are not tightened up.Calculating as a hinged frame not only ensure the safety of the scaffolding but well explain the maximum height of it designed by the code of scaffolding. |
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| Keywords: | tubular steel scaffold joined by couplers buckling load hinged frame scaffolding height |
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