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Construction method of poundation with ground improving and pull-out resistance improving

机译:具有地面改良和抗拔性提高的夯实施工方法

摘要

The present invention relates to a ground improvement pullout resistance foundation construction method. The ground improvement pullout resistance foundation construction method includes: a step (1) of forming a lower expanding part (D) in which injected liquid and excavation soil are mixed and stirred, and an upper expanding part (U) which is larger than the external diameter of a core part (C); a step (2) of installing a metal foundation plate (120) for the formation of the upper surface of a foundation; and a step (3) of constructing the foundation (130) by placing and curing concrete in the lower part of the foundation plate (120). Through the present invention, load carrying capacity, pullout resistance, horizontal force and bending moment resistance performance can be considerably improved.
机译:本发明涉及一种地面改良抗拔性地基的施工方法。地面改良抗拔性地基的施工方法包括:形成下部膨胀部分(D)的步骤(1),在下部膨胀部分(D)中混合并搅拌注入的液体和挖掘土壤;以及大于外部的上部膨胀部分(U)。核心部分的直径(C);步骤(2),安装金属基础板(120)以形成基础的上表面;步骤(3)是通过在基础板(120)的下部放置并固化混凝土来构造基础(130)的步骤。通过本发明,可以显着提高承载能力,抗拔力,水平力和抗弯矩性能。

著录项

  • 公开/公告号KR101995539B1

    专利类型

  • 公开/公告日2019-07-03

    原文格式PDF

  • 申请/专利权人 CL-GEOTECH CO. LTD.;CHOI YOUNG DEOK;

    申请/专利号KR20180136937

  • 发明设计人 CHOI YOUNG DEOK;

    申请日2018-11-08

  • 分类号E02D3/12;

  • 国家 KR

  • 入库时间 2022-08-21 11:48:14

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