朱祥麟, 华锦耀. 柱下钢筋混凝土单独基础的设计计算[J]. 工程力学, 1988, 5(1): 52-61.
引用本文: 朱祥麟, 华锦耀. 柱下钢筋混凝土单独基础的设计计算[J]. 工程力学, 1988, 5(1): 52-61.
Zhu Xianglin, Hua Jinyao. CALCULATION AND DESIGN METHOD OF SINGLE REINFORCED CONCRETE COLUMN FOOTING[J]. Engineering Mechanics, 1988, 5(1): 52-61.
Citation: Zhu Xianglin, Hua Jinyao. CALCULATION AND DESIGN METHOD OF SINGLE REINFORCED CONCRETE COLUMN FOOTING[J]. Engineering Mechanics, 1988, 5(1): 52-61.

柱下钢筋混凝土单独基础的设计计算

CALCULATION AND DESIGN METHOD OF SINGLE REINFORCED CONCRETE COLUMN FOOTING

  • 摘要: 现行地基规范和地基与基础教材1,2,关于桩下钢筋混凝土单独基础(以下简称基础)底板的内力计算,均采用简化计算方法,即将单独基础的底板视为固定在桩子周边的四面挑出的悬臂板、把地基反力按对角线划分,而沿基础长宽两个方向的弯矩,假设等于相应梯形基底面积上之地基净反力所产生的力矩,这就是对角破裂面的简化模型。

     

    Abstract: In this paper the accurate formulae for internal force calculation of one way eccentric column footing are discussed.It is based on the current simplified model,which divided the column footig into four block by its diagonal lines.And then the internal force states and the design calcula-tion method of two way eccentric footing are introduced.

     

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