| 混凝土扩展基础关于抗剪承载力的探讨 |
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| 引用本文： | 卢伟煌.混凝土扩展基础关于抗剪承载力的探讨[J].福建建筑,2011(10):3-4. |
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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： | 《建筑地基基础设计规范》GB5007-2002第8.2.7条款中,对混凝土扩展基础计算,应进行冲切和抗弯承载力验算,在正文中未提及抗剪承载力验算,而对混凝土扩展基础和无筋扩展基础（刚性独立基础）,是否需对抗剪和抗弯承载力验算,对这些问题进行探讨。
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| 关 键 词： | 扩展基础 冲切 抗弯 抗剪 |
Discussion to shear capacity for concrete spread foundation |
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| Lu Weihuang.Discussion to shear capacity for concrete spread foundation[J].Fujian Architecture & Construction,2011(10):3-4. |
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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: | Concrete spread foundation must be checked to punching shear capacity and flexual and axial capacity but not be mentioned to shear capacity in code for design of building foundation;in this paper it is discussed to shear capacity and flexual and axial capacity for Concrete spread foundation and non-reinforced spread foundation. |
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| Keywords: | Spread foundation Punching shear capacity Flexual and axial capacity Shear capacity |
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