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CONSTRUCTION WORK FOR ROUND UNDERGROUND CONTINUOUS WALL

机译:地下连续墙的建筑工程

摘要

PURPOSE:To increase the strength of a round underground continuous wall by a method in which the ground is excavated by a hollow rotary rod having an excavator on its tip to form an annular pit, a cylindrical reinforcing bar cage is erected into the pit, and concrete is then placed into the pit. CONSTITUTION:A driver 8 is actuated to penetrated a hollow rotary rod 6 into the ground while being turned. At the same time, a stabilizer liquid (b) is reversely circulated through a circulation hose 11, and excavated soil is discharged, together with the stabilizer liquid (b) rising in the hollow of the rod 6, to the ground's surface to form an annular pit (a). A reinforcing bar cage (c) is then erected into the pit (a) and concrete (d) is placed into the pit (a) to replace with the stabilizer liquid (b).
机译:目的:通过一种方法来增加圆形地下连续墙的强度,在这种方法中,用空心的旋转杆开挖地面,该旋转杆的前端有一个挖掘机,形成一个环形坑,在该坑中竖立一个圆柱形钢筋笼,并然后将混凝土放入坑中。构成:驱动器8被驱动以在旋转时将空心旋转杆6刺入地面。同时,稳定剂液体(b)通过循环软管11反向循环,并且将挖掘出的土壤与在杆6的空心中上升的稳定剂液体(b)一起排放到地面,形成地面。环形凹坑(a)。然后将钢筋笼(c)竖立在坑(a)中,将混凝土(d)放入坑(a)中,以代替稳定剂液体(b)。

著录项

  • 公开/公告号JPS6263720A

    专利类型

  • 公开/公告日1987-03-20

    原文格式PDF

  • 申请/专利权人 OSAKA BOSUI KENSETSUSHIYA:KK;

    申请/专利号JP19850202918

  • 发明设计人 MIYAZAKI YASUO;KAMIIDE AKIRA;

    申请日1985-09-12

  • 分类号E02D5/18;

  • 国家 JP

  • 入库时间 2022-08-22 07:23:50

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