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Construction method of underground continuous wall joints

机译:地下连续墙缝施工方法

摘要

PURPOSE:To make the operations of construction work easier by a method in which plates for preventing the leak of concrete are provided projectionally from both ends of a partition plate on the end of a trench for constructing an element, round pipes are inserted into the space between the plates and reinforcing bars, and gravel is packed into the trench and concrete is placed. CONSTITUTION:Plates 4 for preventing the leak of concrete are provided projectionally from both ends of a partition plate 2 on the end of a trench 1 for constructing the preceding element of an underground continuous wall and extended to the ends of the reinforcing bars 3 of the preceding element along the side wall of the trench 1. Round pipes 5 with nozzles are inserted into the spaces between the plates 4 and the bar 3. Hollow boxes 9 are set between guides 8 provided to a coupler plate 7 inside the bars 3, gravel 4 is packed into the remaining space in the trench 1, and concrete 15 for the preceding element is placed. A trench for constructing the next stage element is excavated, the gravel 4 between the bars 3 is removed out, and the pipes 5 are pulled out.
机译:目的:通过一种方法来简化施工工作,在该方法中,将用于防止混凝土泄漏的板从隔板的两端突出地设置在用于建造构件的沟槽的端部,将圆管插入该空间中在板和钢筋之间,将砾石填充到沟槽中并放置混凝土。组成:用于防止混凝土泄漏的板块4从隔板2的两端突出地设置在沟槽1的一端,该沟槽1用于构造地下连续墙的前一元素,并延伸到墙体的钢筋3的端部沿沟槽的侧壁的前一元件。将带有喷嘴的圆管5插入板4和杆3之间的空间中。空心箱9设置在设置在杆3,砾石内部的耦合板7的导向件8之间。将图4中所示的混凝土填充到沟槽1中的剩余空间中,并放置用于前一元件的混凝土15。挖出用于构造下一级构件的沟槽,将杆3之间的砾石4移除,并且将管子5拉出。

著录项

  • 公开/公告号JPH07113215B2

    专利类型

  • 公开/公告日1995-12-06

    原文格式PDF

  • 申请/专利权人 大成建設株式会社;

    申请/专利号JP19860108679

  • 发明设计人 坂手 正明;平 武;

    申请日1986-05-14

  • 分类号E02D5/20;

  • 国家 JP

  • 入库时间 2022-08-22 03:58:16

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