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Water stop method of joints of underground continuous wall

机译:地下连续墙缝的止水方法

摘要

An object of the present invention is to prevent the failure of such flood accident to eliminate the lack of strength with to complete the water-stopping at the joint portion in the construction method to build the underground continuous wall is connected by joints the rear row element and the preceding element is, it is an object thereof is to provide a water stop structure and its method of joint rich practical to enhance the workability. A provided a certain interval in the ground is excavated and built the preceding element of predetermined width, in a subsequent underground continuous wall of excavating and building the trailing element 12 between each preceding element 11, the trailing element 12 the preceding element 11 in the cutout portion 16a formed in the joint section 21 of the, underground continuous wall joint by inserting a water stop plate 20 so as to enter into both of the preceding element 11 and the trailing element 12 in the cutout portion 16a and stop water structure of the part, the method I have the basic means. [Selection Figure] Figure 1
机译:本发明的一个目的是防止这种洪水事故的发生,以消除强度不足,并在建造方法中完成在接缝部分处的止水,以建造地下连续墙通过接缝连接后排元件本发明的目的是提供一种实用的止水结构及其接缝方法,以提高可加工性。在地面上提供一定间隔的情况下,开挖并建造预定宽度的先行元件,在随后的地下连续墙中开挖并在每个开孔元件11之间建造拖曳元件12,拖曳元件12和切口中的先行元件11通过插入止水板20而形成在地下连续壁接缝的接缝部分21中的部分16a,以使其在切口部分16a中进入先行元件11和尾随元件12两者,并停止该部分的止水结构,方法我有基本的手段。 [选型图]图1

著录项

  • 公开/公告号JP3616086B1

    专利类型

  • 公开/公告日2005-02-02

    原文格式PDF

  • 申请/专利权人 大容基功工業株式会社;

    申请/专利号JP20030296085

  • 发明设计人 弘瀬 友一朗;

    申请日2003-08-20

  • 分类号E02D5/20;

  • 国家 JP

  • 入库时间 2022-08-21 22:26:37

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