首页> 外国专利> In order that inflow of the ground water to the excavation area is prevented

In order that inflow of the ground water to the excavation area is prevented

机译:为了防止地下水流入挖掘区域

摘要

PROBLEM TO BE SOLVED: To provide an estimating method for accurately estimating the existence of a risk of the occurrence of water leakage and a position thereof by confirming the soundness of an earth retaining wall before starting excavation, and to provide a ground excavation method for safe and efficient excavation after previously taking necessary countermeasures, based on the estimation.;SOLUTION: The water leakage position estimating method for the earth retaining wall includes calculating a transmissibility coefficient T and a radius R of influence through an initial water pumping test, performing a confirmation water pumping test before starting excavation into an excavation region 2 inside an earth retaining wall 1 to measure a water pumping amount Q and a ground water level reduction amount s in each observation hole, calculating a distance r from each observation hole 4 to a temporary sump water point, based on these values, and estimating a water leakage site 5, based on the distance r. The distance r is calculated, based on a Thiem's steady well theoretical formula. When the occurrence of water leakage is assumed by the above method after starting excavation, repairing work for the water leakage site 5 is previously performed and the confirmation water pumping test is performed again as required, and then excavation is started after no occurrence of the water leakage is estimated.;COPYRIGHT: (C)2013,JPO&INPIT
机译:解决的问题:提供一种通过在开始挖掘之前确认挡土墙的健全性来准确地估计漏水的风险的存在及其位置的估计方法,并且提供一种安全的地面开挖方法。解决方案:对挡土墙的漏水位置进行估算的方法包括:通过初始抽水试验计算出传递系数T和影响半径R,然后进行确认在开始挖掘到挡土墙1内的挖掘区域2中之前进行水抽水测试,以测量每个观察孔中的抽水量Q和地下水水位降低量s,计算从每个观察孔4到临时集水坑的距离r基于这些值的水位,并基于t估计漏水点5他距离河。距离r是根据蒂姆的稳定井理论公式计算得出的。在开始挖掘后,通过上述方法假设发生了漏水的情况下,预先对漏水部位5进行修理,并根据需要再次进行确认抽水试验,然后在不发生水的情况下开始挖掘。估计泄漏量。;版权所有:(C)2013,日本特许厅&INPIT

著录项

  • 公开/公告号JP5541533B2

    专利类型

  • 公开/公告日2014-07-09

    原文格式PDF

  • 申请/专利权人 清水建設株式会社;

    申请/专利号JP20110062426

  • 发明设计人 柳 英実;高坂 信章;久保 正顕;

    申请日2011-03-22

  • 分类号E02D1/00;G01M3/26;E02D5/00;E02D19/04;

  • 国家 JP

  • 入库时间 2022-08-21 16:12:58

相似文献

  • 专利
  • 外文文献
  • 中文文献
获取专利

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号