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考虑上部结构作用箱基整体弯矩实用计算法

A Practical Method for Calculating Integral Moment of Box Foundation Considering the Influence of Superstructure Rigidity

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【作者】 黄强

【Author】 Huang Qiang( Institute of Foundation Engineering, China Academy of Building Research)

【机构】 中国建筑科学研究院地基所

【摘要】 根据箱形基础底板钢筋应力的实测资料,结合相应的沉降及地基反力实测结果,本文分析了上部结构作用对箱基整体弯矩的主要影响因素,提出了箱基应力包络线的概念,将上部结构刚度对箱基整体弯矩影响的计算转化为上部结构荷载重分配的计算,给出了物理概念明确且易为一般工程设计人员应用的建议计算公式。

【Abstract】 Based on a number of measurements of stresses in the reinforcements of box foundation base slabs, relative settlement of the building, and its subsoil reactions, the main influence factors of the superstructure rigidity on the integral moment of box foundation are analyzed. This paper presents a concept of box foundation stresses envelope curve, converts the calculation of the superstructure rigidity effect on box foundation into the calculation of redistribation of the loads above, and finally suggests a formula which is clear in physics conception and easily applicable to designers.

  • 【文献出处】 建筑结构学报 ,Journal of Building Structures , 编辑部邮箱 ,1988年01期
  • 【被引频次】8
  • 【下载频次】67
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