首页> 外国专利> EMBANKMENT CONSTUCTION BY BUOYANCY AND WATER PRESSURE ON THE PART PREVENTION OF INJURY AND IN THE FORCE FUNCTIONING BOTTOM, A MAT AND EXECUTION METHOD FOR FILTER

EMBANKMENT CONSTUCTION BY BUOYANCY AND WATER PRESSURE ON THE PART PREVENTION OF INJURY AND IN THE FORCE FUNCTIONING BOTTOM, A MAT AND EXECUTION METHOD FOR FILTER

机译:浮力和压力作用下的浮力和水压路堤施工,滤料的垫子和执行方法

摘要

The present invention relates to a mat for bottom and filter, having a floating prevention function through buoyancy and water pressure in dam body construction and a method for constructing the same, and the mat includes: a mat body (200) disposed inside dam body sand and stone (100a) or a block and caisson (100b); a plurality of perpendicular tubes (300) equally spaced apart from each other on one side surface of the mat body (200) in one body; and a packing material (400) made of any one or more selected from water, sand, gravel, earth and sand, construction site earth, and dredge earth filled into the perpendicular tubes (300) of the mat body (200). Further, the method for constructing the filtering bottom mat includes the steps of: preparing the mat body (200) on which the plurality of perpendicular tubes (300) are equally spaced apart from each other; filling the packing material (400) made of any one or more selected appropriately from water, sand, gravel, earth and sand, construction site earth, and dredge earth in accordance with the site situation into the perpendicular tubes (300) of the mat body (200) in the dam body construction site; and constructing the mat body (200) to allow the perpendicular tubes (300) into which the packing material (400) is filled to be located over the range from the dam body sand and stone (100a) or the block and caisson (100b) to a bottom surface (104) of a reclaimed land.
机译:本发明涉及一种用于底部和过滤器的垫子,该垫子在坝体构造中具有通过浮力和水压的防浮功能及其构造方法,该垫子包括:布置在坝体砂子内部的垫体(200)。石头(100a)或木箱沉箱(100b);多个垂直管(300)在一个垫体内在垫体(200)的一个侧面上彼此等距间隔开;填充材料(400)由填充在垫体(200)的垂直管(300)中的选自水,沙子,砾石,土和沙,施工现场土和挖泥土中的任何一种或多种制成。此外,用于构造过滤底垫的方法包括以下步骤:准备垫体(200),在该垫体上,多个垂直管(300)彼此相等地间隔开;以及填充由任何一种或多种选自水,砂,砾石,土沙,建筑工地大地适当选择的填充材料(400),并疏通大地根据现场情况到垫体的垂直管(300) (200)在坝体施工现场;构造垫体(200),以使填充有填充材料(400)的垂直管(300)位于坝体砂石(100a)或砌块和沉箱(100b)的范围内到填海土地的底面(104)。

著录项

  • 公开/公告号KR101404471B1

    专利类型

  • 公开/公告日2014-06-10

    原文格式PDF

  • 申请/专利权人 SEIL ENGINEERING CO. LTD.;

    申请/专利号KR20130097214

  • 发明设计人 LEE HO SUN;

    申请日2013-08-16

  • 分类号E02B3/04;E02B3/12;

  • 国家 KR

  • 入库时间 2022-08-21 15:40:48

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