首页> 外国专利> Improved structure of soft ground with lattice type bulkhead for prevention of uneven settlement and leakage of leachate and its construction method

Improved structure of soft ground with lattice type bulkhead for prevention of uneven settlement and leakage of leachate and its construction method

机译:防止渗滤液不均匀沉降和渗漏的格子型舱壁软土地基改良结构及其施工方法

摘要

The present invention relates to an improvement of a soft ground of a wetland or a marsh such as a muddy pile accumulated in a river or a canal such as a waterway, especially a landfill by a dredge of a coastal dredge (reclaimed land), and a reservoir such as a reservoir and a reservoir, The present invention relates to an improved structure of a soft ground having lattice type barrier ribs for preventing settlement and leakage of leachate, and a method of constructing the same. The embedding zone (11) is divided into several unit areas (12) A partition wall 16 having a spacing of preferably 30-50 m, which is partitioned at regular intervals according to the soil condition according to the zones 12, is continuously installed and mixed with cement and mixed solidifying agent in the field soil of the gritted soft ground The agitated modified soil is laid down on the bottom layer 17 and the slope layer 18 as the secondary structure to form a solidification treatment layer and the inside of the partition 16 as a separate structure integrally constructed with the bottom layer 17 By assembling a box-shaped reinforced structure 19 made of a synthetic resin net 20 and filling the modified soil with the formwork, the self-strength of the anchored structure is increased to improve the supporting force against the upper load, And a lattice type partition wall for preventing uneven settlement and leakage of leachate by integrally forming all of the following structures, and an improved construction method of the soft ground.
机译:本发明涉及一种湿地或沼泽的软土地的改良,该湿地或沼泽例如是堆积在河流或水道等运河中的泥堆,特别是通过沿海疏edge(填海土地)的疏dr进行的填埋,以及本发明涉及一种具有用于防止渗滤液的沉降和泄漏的格状隔肋的软土地基的改进结构及其构造方法。埋入区(11)被分成几个单位区域(12)。间隔壁16优选地间隔为30-50m,该间隔壁16根据土壤状况根据区域12以规则的间隔被分隔,该间隔壁16被连续地安装并且在砂砾软土的田间土壤中与水泥和混合的固化剂混合。将搅拌的改性土壤作为次要结构铺设在底层17和斜坡层18上,以形成固化处理层和隔板16的内部作为与底层17一体地构造的单独结构,通过组装由合成树脂网20制成的箱形增强结构19并用模板填充改性土壤,增加了锚定结构的自强度以改善支撑a。通过一体形成以下所有结构来防止渗滤液不均匀沉降和渗漏的格子型隔墙:并改进了软土地基的施工方法。

著录项

  • 公开/公告号KR970075120A

    专利类型

  • 公开/公告日1997-12-10

    原文格式PDF

  • 申请/专利权人 김재은;손덕규;

    申请/专利号KR19960016504

  • 发明设计人 최인규;

    申请日1996-05-16

  • 分类号E02B3/18;

  • 国家 KR

  • 入库时间 2022-08-22 02:45:56

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