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DESIGN METHOD OF FOUNDATION STRUCTURE, AND FOUNDATION STRUCTURE

机译:基础结构的设计方法及基础结构

摘要

PROBLEM TO BE SOLVED: To suppress damaging of a pile head part while transmitting horizontal force from a superstructure body to a ground improvement body at a time of earthquake, in consideration of the above fact.;SOLUTION: A design method is for a foundation structure having a pile 22 buried in a ground 18 for supporting a superstructure body 14 on the ground 18, and a grid-form ground improvement body 30 provided in the ground 18 to surround the pile 22, and having horizontal force transmitted thereto from the superstructure body 14. Specifications of the pile 22 and the grid-form ground improvement body 30 are set so that a total value ε of axial force edge distortion εN and a bending edge distortion εM is less than allowable edge distortion of a pile head part 22U, the axial force edge distortion generating on the pile head part 22U by axial force Ne transmitted to the pile head 22U of the pile 22 from the superstructure body 14, and the bending edge distortion generating on the pile head part 22U due to horizontal displacement δ generating breaking shear distortion γmax on the grid-form ground improvement body 30.;SELECTED DRAWING: Figure 6;COPYRIGHT: (C)2018,JPO&INPIT
机译:解决的问题:考虑到上述事实,在将水平力从地震发生时的上部结构传递到地面改善体的同时,抑制桩头部分的损坏。解决方案:一种设计方法用于基础结构具有埋入地面18中以将上部结构体14支撑在地面18上的桩22,以及设置在地面18中以围绕桩22并从上部结构体传递至其上的水平力的网格状地面改善体30 14.设置桩22和网格状地面改良体30的规格,以使轴向力边缘变形ε N 与弯曲边缘变形ε M 小于桩头部分22U的容许边缘变形,通过从上部结构体14传递至桩22的桩头22U的轴向力Ne而在桩头部分22U上产生的轴向力边缘变形和弯曲边缘变形由于水平位移δ而在桩头部分22U上产生离子,在网格状地面改善体30上产生断裂剪切变形γ max .;选图,图6;版权:(C)2018,日本特许厅

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