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Retaining wall construction method using soil cement and rigid geogrid

机译:用土壤水泥和刚性土工格栅挡土墙的施工方法

摘要

The present invention is a first step of preparing a plurality of rigid geogrid (10); A second step of arranging the rigid geogrids 10 in a mesh structure to form a plurality of pour spaces 11; A third step of inserting a horizontal vertical system 20 into the pour space 11 and then inserting a leg of the iron plate 30 into the horizontal vertical system 20; A fourth step of installing a blocking film 40 made of a non-woven material in a pour space 11 located in front of the rigid geogrids 10; A fifth step of introducing reinforcing soil 50 including soil, gravel and soil cement into the pouring space 11; A sixth step of removing the iron plate 30 inserted in the horizontal and vertical system 20; And a seventh step of forming a unit retaining wall by forming an aggregate layer 60 on the back of the rigid geogrids 10. The present invention relates to a retaining wall construction method using soil cement and a rigid geogrid.
机译:本发明是制备多个刚性土工格栅(10)的第一步;第二步,将刚性土工格栅10布置成网状结构,以形成多个浇注空间11;第三步骤:将水平竖直系统20插入到倾倒空间11中,然后将铁板30的支腿插入水平竖直系统20中;第四步骤,将由非织造材料制成的阻挡膜40安装在位于刚性土工格栅10前面的浇注空间11中;第五步骤,将包括土壤,砾石和土壤水泥的增强土壤50引入到浇注空间11中;第六步,取出插入水平和垂直系统20的铁板30;以及通过在刚性土工格栅10的背面上形成骨料层60而形成单元挡土墙的第七步骤。本发明涉及一种使用土壤水泥和刚性土工格栅的挡土墙的建造方法。

著录项

  • 公开/公告号KR102112508B1

    专利类型

  • 公开/公告日2020-06-04

    原文格式PDF

  • 申请/专利权人 수부건설 주식회사;

    申请/专利号KR20180006993

  • 发明设计人 정창화;

    申请日2018-01-19

  • 分类号E02D29/02;

  • 国家 KR

  • 入库时间 2022-08-21 11:04:36

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