柱下单向偏心受压基础基底尺寸简捷计算
- 摘 要
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胡信芳 (信阳华豫发电有限责任公司 464100)胡晓晖 (南昌大学土木工程系 330029)
[提要] 通过理论推导,求出柱基底面积和长宽尺寸的直接计算式,可根据已知条件一次完成计算。还推出基底应力比与基底偏心程度的关系式和基底长宽比计算式,根据已知条件可合理控制基底偏心程度和长宽比。
[关键词] 偏心受压柱基础 基底尺寸 基底应力比长宽比The formula for direct calculation the dimension of footing base is presented through theoretical analysis.The calculation can be completed once according to known condition.The relative formula of unit stress ratio, eccentrical degree and the length to breadth ratio of footing are inferred. So the base eccentrical degree and ratio of length to breadth can be controlled applicably according to known condition.
Keywords: eccentrical compression; column; footing base; dimension; unit stress ratio; length-breadth ratio参 考 文 献
1.郭继武等,房屋地基基础.中国建筑工业出版社,1982
2.建筑地基基础设计规范( GB50007-2002).中国建筑工业出版社,2002.