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Construction manner of the bulkhead retaining wall sedge hat concrete block and the bottom molding box which are used for this

机译:用于此的舱壁挡土墙莎草帽混凝土砌块和底模箱的施工方式

摘要

P To provide a method of constructing a bulkhead retaining wall using a bottom form which can realize easy and assured mounting and dismounting operations. PSOLUTION: When the bulkhead retaining wall is constructed by covering a sheet pile 2 with a coping concrete block 1 formed of side boards 11 lowered vertically and a bottom board 12 extending from the lower edges of the side boards 11, the bottom frame 3 is fitted to the lower surface of the bottom board 12 of the coping concrete block 1 by using the bottom form 3 with a buoyancy for pouring a placement concrete 5 between the side board 11 of the coping concrete block 1 and the side surface of the sheet pile 2 before pouring the placement concrete and to close gap between the front edge of the bottom board 12 of the coping concrete block 1 and the side surface of the sheet pile 2 by the bottom form 3 from the lower side. After pouring the placement concrete 5, the bottom form 3 is separated from the lower surface of the bottom board 12 of the coping concrete block 1, and the bottom form 3 is recovered without allowing them to be submerged under water. PCOPYRIGHT: (C)2009 and JPO& INPIT
机译:

提供一种使用底部模板构造隔壁挡土墙的方法,该方法可以实现容易且确定的安装和拆卸操作。

解决方案:当通过用垂直下降的侧板11和从侧板11的下边缘延伸的底板12形成的应对混凝土块1覆盖板桩2来构造隔板挡土墙时,底部框架通过使用具有浮力的底部模板3将图3所示的混凝土板3的下表面装配在应对混凝土块1的底板12的下表面上,以在应对混凝土块1的侧板11和混凝土的侧面之间注入浇筑混凝土5。在浇筑浇筑混凝土之前,通过从底面3向下覆盖封闭混凝土块1的底板12的前边缘与板桩2的侧面之间的缝隙,使板桩2封闭。在浇筑浇筑混凝土5之后,将底部模板3与顶盖混凝土块1的底板12的下表面分离,并且在不使底部模板3浸入水中的情况下回收底部模板3。

版权:(C)2009和JPO&INPIT

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