首页> 外国专利> METHOD OF INSTALLING VERTICAL JOINT FOR PRECAST CONCRETE UNDERGROUND CONTINUOUS WALL

METHOD OF INSTALLING VERTICAL JOINT FOR PRECAST CONCRETE UNDERGROUND CONTINUOUS WALL

机译:地下连续墙预应力混凝土竖向安装方法

摘要

PURPOSE:To provide a joint having high reliability, by a method wherein, after a precast reinforced concrete joint material, having recessed groove lines formed in the central parts of both sides, is erected in a joint part between underground walls, continuous wall elements are erected with the aid of the recessed groove lines serving as a guide. CONSTITUTION:A reference hole 5 in a circle in cros section is excavated in a joint between each of adjoining underground continuous wall elements by means of an auger, and a precast reinforced concrete joint material 1 is erected in the reference hole 5. After a trench hole 8 is excavated between the adjoining reference holes 5, precast concrete underground continuous wall elements 9 are erected in the trench hole 8 with the aid of recessed groove lines 2, formed in the central parts of both sides of the joint material 1, serving as a guide. This enables provision of a highly reliable vertical joint between each of adjacent continuous underground walls.
机译:目的:为了提供一种具有高可靠性的接头,其方法是在地下墙壁之间的接头部分中竖立在两侧中央部分形成有凹槽线的预制钢筋混凝土接头材料之后,形成连续的墙构件借助于作为引导的凹槽线竖起。组成:在cros部分以圆形的基准孔5是通过螺旋钻在相邻的地下连续墙构件之间的接缝中开挖的,并且在基准孔5中竖立了预制的钢筋混凝土接缝材料1。孔8在相邻的基准孔5之间开挖,借助于在连接材料1两侧中央部分形成的凹槽线2,在槽孔8中竖立预制混凝土地下连续墙构件9。指引。这使得能够在每个相邻的连续地下壁之间提供高度可靠的垂直接缝。

著录项

  • 公开/公告号JPS61134424A

    专利类型

  • 公开/公告日1986-06-21

    原文格式PDF

  • 申请/专利权人 FUJITA CORP;

    申请/专利号JP19840254997

  • 发明设计人 YAMAGATA TATSUYA;

    申请日1984-12-04

  • 分类号E02D5/20;

  • 国家 JP

  • 入库时间 2022-08-22 07:50:27

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