首页> 外国专利> BRIDGE PIER FOUNDATION SCOUR PREVENTION GEO-TEXTILE METHOD USING THE DREDGED SOIL OF A RIVER BOTTOM AS A FILLER

BRIDGE PIER FOUNDATION SCOUR PREVENTION GEO-TEXTILE METHOD USING THE DREDGED SOIL OF A RIVER BOTTOM AS A FILLER

机译:以河床底土为填料的桥梁墩基冲刷土工布法

摘要

PURPOSE: A bridge pier foundation scour prevention geo-textile method is provided to prevent a bridge pier from being scoured by filling field dredged soil in a container reinforced by the geo-textile.;CONSTITUTION: A bridge pier foundation scour prevention geo-textile method comprises following steps. A protective film is set up on a bridge post foundation plane. A geo-textile mat is built. Field dredged soil is injected into a geo-textile. A polypropylene string having 10mm of diameter is bound at the intervals of 1m.;COPYRIGHT KIPO 2010
机译:目的:提供一种防止桥墩基础冲刷土工布的方法,以防止在填充土工织物的集装箱中填充田间疏soil土壤而冲刷桥墩。;构成:一种防止桥墩基础冲刷土工布的方法包括以下步骤。在桥柱基础平面上设置保护膜。建造了土工织物垫。将田间疏soil的土壤注入土工布中。直径为10mm的聚丙烯绳以1m的间隔装订。; COPYRIGHT KIPO 2010

著录项

  • 公开/公告号KR20090119951A

    专利类型

  • 公开/公告日2009-11-23

    原文格式PDF

  • 申请/专利权人 NAM BONG SOO;

    申请/专利号KR20090101585

  • 发明设计人 NAM BONG SOO;

    申请日2009-10-26

  • 分类号E01D19/02;E02B3/08;E02D37/00;

  • 国家 KR

  • 入库时间 2022-08-21 18:34:02

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