| 扣件式钢管脚手架挑架计算数学模型 |
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| 引用本文： | 楼正文. 扣件式钢管脚手架挑架计算数学模型[J]. 建筑技术, 2005, 36(11): 856-857 |
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| 作者姓名： | 楼正文 |
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| 作者单位： | 浙江东阳第三建筑工程有限公司,322100 |
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| 摘 要： | 对扣件式钢管脚手架的2个实例分析结果说明，在确保安全的前提下，可对脚手架计算简图作适当简化和荷载调整，进行近似计算，满足安全使用要求。若施工现场配备电子计算机，建议采用平面杆系电算程序进行严密计算，更为经济、可靠。
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| 关 键 词： | 荷载调整 平面杆系 扣件式钢管脚手架 数学模型 |
| 文章编号： | 1000-4726（2005）11-0856-02 |
| 收稿时间： | 2005-07-20 |
| 修稿时间： | 2005-07-20 |
A MATHEMATICAL MODEL FOR CANTILEVERED STEEL PIPE SCAFFOLD WITH FASTENERS |
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| LOU Zhengwen. A MATHEMATICAL MODEL FOR CANTILEVERED STEEL PIPE SCAFFOLD WITH FASTENERS[J]. Architecture Technology, 2005, 36(11): 856-857 |
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| Authors: | LOU Zhengwen |
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| Affiliation: | LOU Zhengwen |
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| Abstract: | Analysis on 2 cases of steel pipe scaffold with coupler shows that under the precondition of safety, scaffolding calculation draft can be simplified and load adjusted to make approximate calculation so as to satisfy the requirement of safe operation. If computer is equipped with on site, it is suggested that it is more reliable and economical to use plane linkage program to make accurate calculation. |
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| Keywords: | scaffolding load adjustment plane linkage system |
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