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RETAINING WALL CONSTRUCTION METHOD USING DECREASED-STRESS TYPE RETAINING WALL ON THE ADVANTAGES TO BACKFILL

机译:降低应力式挡土墙优势的挡土墙回填方法

摘要

A stress-reducing retaining wall good for compacting backfill is provided to obtain a wide space enough to compact backfill by providing one vertical wall portion at the center of a retaining wall unit. A stress-reducing retaining wall good for compacting backfill comprises a wall(200), and support members(310). The wall stands on a foundation plate(100), having stressed points(300). The support member supports the rear part of the wall on the foundation plate. The support members are arranged vertically so that horizontal intervals between the support members become wider. The support member supports the stressed points, which are formed vertically, being supported by the foundation plate. The stressed points are protruded on a vertical wall portion(210) formed from the top to the bottom on the back of the wall.
机译:通过在挡土墙单元的中央设置一个垂直壁部分,提供了一种有利于压实回填的减小应力的挡土墙,以获得足够的空间来压实回填。一种用于压实回填的减小应力的挡土墙,包括壁(200)和支撑构件(310)。该壁立在具有应力点(300)的基础板(100)上。支撑构件将壁的后部支撑在基础板上。支撑构件竖直地布置,使得支撑构件之间的水平间隔变宽。支撑构件支撑由基础板支撑的垂直形成的应力点。应力点在壁的背面上从顶部到底部形成的垂直壁部分(210)上突出。

著录项

  • 公开/公告号KR20080037252A

    专利类型

  • 公开/公告日2008-04-30

    原文格式PDF

  • 申请/专利权人 SEO HYUN CONSTRUCTION TECHNOLOGY;

    申请/专利号KR20060104075

  • 发明设计人 AN CHANG IL;

    申请日2006-10-25

  • 分类号E02D29/02;

  • 国家 KR

  • 入库时间 2022-08-21 19:53:50

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