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REINFORCEMENT STRUCTURE FOR GROUND AND PREVENTION METHOD FOR SUBSIDENCE IN MINE

机译:矿山地面加固结构及沉降预防方法

摘要

The present invention relates to a ground reinforcing structure and a mine ground stabilization method using the same, and aims to secure sufficient stability without using excessive reinforcing materials and fillers. Ground reinforcement structure according to the present invention, the slab (slab) (100, 101, 102, 103) installed in the weathered rock strata of the underground mining; One or more piles installed under the slab and compressing and reinforcing the ground by a compressive force; It is installed under the slab (slab) and includes one or more anchors 400 for strengthening the ground by the tensile force by the tensile force. Mine ground stabilization method using a ground reinforcing structure according to the present invention, the first step of calculating the settling range of the upper ground mining 10; A second step of securing an installation area of slabs (100, 101, 102, 103) by removing the topsoil (11) of the settleable range calculated through the first step; The slab (100, 101, 102, 103) is installed in the installation area of the slab (100, 101, 102, 103), the slab (slab) Installing a pile (200, 300) and an anchor (400) below the installation area of the (100, 101, 102, 103); .
机译:本发明涉及一种地面增强结构和使用该增强结构的地雷稳定方法,目的是在不使用过多增强材料和填料的情况下确保足够的稳定性。根据本发明的地面加固结构,将所述板(slab)(100、101、102、103)安装在地下采矿的风化岩层中;一个或多个安装在板下方的桩,并通过压缩力对地面进行压缩和加固;它安装在平板(平板)下面,并且包括一个或多个锚固件400,用于通过拉力来通过拉力来加固地面。根据本发明的使用地面加固结构的矿山地面稳定方法,第一步计算上部地面采矿的沉降范围10;第二步骤是通过去除通过第一步计算出的可沉降范围的表土(11)来确保平板(100、101、102、103)的安装区域。平板(100、101、102、103)安装在平板(100、101、102、103)的安装区域中,平板(下方)在下方安装桩(200、300)和锚(400)。 (100、101、102、103)的安装区域; 。

著录项

  • 公开/公告号KR101266184B1

    专利类型

  • 公开/公告日2013-05-21

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR20110020637

  • 申请日2011-03-08

  • 分类号E02D3/08;E02D3;

  • 国家 KR

  • 入库时间 2022-08-21 16:25:10

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