| 设置减压平台的扶壁式钢筋混凝土挡土墙的设计 |
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| 引用本文： | 卢伟煌.设置减压平台的扶壁式钢筋混凝土挡土墙的设计[J].福建建筑,2011(10):15-16. |
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| 作者姓名： | 卢伟煌 |
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| 作者单位： | 福建省建筑设计研究院; |
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| 摘 要： | 对于超高的扶壁式钢筋混凝土挡土墙,其底部弯矩很大,为了减少底部弯矩,采用在墙背处设置减压平台的作法,这种作法扶壁式钢筋混凝土挡土墙的土压力和弯矩有两种算法,本文对两种算法进行比较,结果表明：采用结构力学的方法计算墙身弯矩更可靠、安全和简单。
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| 关 键 词： | 挡土墙 减压平台 |
Design of counterfort concrte retaining wall with reduction platform |
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| Lu Weihuang.Design of counterfort concrte retaining wall with reduction platform[J].Fujian Architecture & Construction,2011(10):15-16. |
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| Authors: | Lu Weihuang |
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| Affiliation: | Lu Weihuang(Fujian Provincial Institute Architectural Design and Research Fuzhou 350001) |
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| Abstract: | Bottom bending moment of counterfort concrte retaining wall is big when wall is high,reduction platform is designed in wall back for reducing bottom bending moment,two method of calculating bottom bending moment is discussed in this paper,result indicates that mechanical method of calculating bottom bending moment is reliable,safe and simple. |
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| Keywords: | Retaining wall Reduction platform |
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