| 型钢悬挑脚手架立杆稳定与最大搭设高度计算 |
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| 引用本文： | 杜曰武.型钢悬挑脚手架立杆稳定与最大搭设高度计算[J].山西建筑,2010,36(33):135-136. |
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| 作者姓名： | 杜曰武 |
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| 作者单位： | 大连海洋大学职业技术学院,辽宁大连116300 |
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| 摘 要： | 结合实践经验，在参阅大量资料的情况下，建立型钢悬挑卸载组合脚手架的力学模型，并对脚手架立杆稳定和最大搭设高度进行了计算，为脚手架的实际应用提供指导。
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| 关 键 词： | 型钢悬挑卸载组合脚手架 立杆稳定 搭设高度 |
The calculation of the maximum tower height and the standing post stability of suspended section steel scaffold |
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| DU Yue-wu.The calculation of the maximum tower height and the standing post stability of suspended section steel scaffold[J].Shanxi Architecture,2010,36(33):135-136. |
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| Authors: | DU Yue-wu |
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| Abstract: | Combined with the practical experience and referred to mass datas to establish the mechanical model of the suspended section steel unloading combination scaffold. It has a calculation of the scaffold standing post stability and the maximum tower height. To provide guidance of the practical application of scaffold. |
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| Keywords: | suspended section steel unloading combination scaffold standing post stability tower height |
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