首页> 外国专利> COFFER DAM AND IT'S METHOD OF CONSTRUCTION WAS USED PIPE AND TEMPORARY GATE

COFFER DAM AND IT'S METHOD OF CONSTRUCTION WAS USED PIPE AND TEMPORARY GATE

机译:用管子和临时浇口的大坝及其施工方法

摘要

A cofferdam using a pipe and a temporary water gate and a constructing method thereof are provided to desalt the water in the cofferdam and to preclude the cofferdam from being damaged by forming a temporary Watergate structure and a pipe connected with the temporary watergate. A cofferdam(10) is formed by stacking soil. A box type concrete structure has a temporary water gate(21). The temporary water gate is lifted up and down at the center of the front surface of the structure. A temporary Watergate structure(20) is formed to the structure to fix an angle through the medium of a rivet. Belt conveyors are longitudinally installed at four sides of the cofferdam. An impurity removal device is installed by fixing the lifts to be lifted up and down along the belt conveyers. A pipe(40) is connected with the temporary water gate. Excavation holes are formed by forming holes in the four surfaces of the cofferdam. A screen filter layer or a pebble layer, and a foundation concrete layer are formed in the excavation holes.
机译:提供了一种使用管道和临时水闸的围堰及其构造方法,以通过形成临时水闸结构和与临时水闸连接的管道来使围堰中的水脱盐并防止围堰被损坏。围堰(10)是通过堆放土壤而形成的。箱型混凝土结构具有临时水闸(21)。临时水闸在结构前表面的中心上下移动。在该结构上形成临时的水门结构(20),以固定穿过铆钉介质的角度。带式输送机纵向安装在围堰的四个侧面。通过固定要沿着皮带输送机上下升降的升降机来安装杂质去除装置。管道(40)与临时水闸连接。开挖孔是通过在围堰的四个表面上形成孔而形成的。在挖掘孔中形成有滤网层或卵石层以及基础混凝土层。

著录项

  • 公开/公告号KR100766364B1

    专利类型

  • 公开/公告日2007-10-11

    原文格式PDF

  • 申请/专利权人 PYEONG HWA ENGINEERING & CONSULTING CO. LTD.;

    申请/专利号KR20060014354

  • 发明设计人 KIM HEUNG RAE;

    申请日2006-02-14

  • 分类号E02D19/02;E02D19/04;E02D5/04;

  • 国家 KR

  • 入库时间 2022-08-21 20:31:13

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