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| 连续刚构边孔现浇段支架设计与稳定性分析 | |
| 引用本文： | 李运涛. 连续刚构边孔现浇段支架设计与稳定性分析[J]. 城市道桥与防洪, 2011, 0(2): 54-56,113 |
| 作者姓名： | 李运涛 |
| 作者单位： | 中铁十五局集团有限公司,河南洛阳,471013 |
| 摘 要： | 该文通过某连续刚构边孔现浇段螺旋钢管框架式满堂支架的设计,介绍了螺旋钢管框架支架的构造和特点,利用Midas2006软件进行验算,得到了其承载力和整体稳定安全系数均满足施工要求。可供同类施工结构设计参考。 |
| 关 键 词： | 现浇段 钢管支架 承载力计算 稳定分析 |
Design and Stability Analysis for Side Span Cast-in-place Section Support of Continuous Rigid Frame |
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| Li Yuntao. Design and Stability Analysis for Side Span Cast-in-place Section Support of Continuous Rigid Frame[J]. Urban Roads Bridges & Flood Control, 2011, 0(2): 54-56,113 | |
| Authors: | Li Yuntao |
| Abstract: | Through the design of the side span cast-in-place section spiral steel tube frame full-space supports of continuous rigid frame,this paper introduces the construction and characteristics of spiral steel tube frame support. Midas2006 software is used to check and give its carrying capacity and the integral stable safe coefficients,which all satisfy the construction requirement and can be referred for the design of same construction structures. |
| Keywords: | cast-in-place section steel tube support bearing capacity calculation stability analysis |
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