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CONSTRUCTION OF LATTICED CONTINUOUS UNDERGROUND WALL

机译:格子连续地下墙的施工

摘要

PURPOSE:To construct an underground wall having great joint strength by a method in which a casting with a partition plate is attached to the side ends of reinforcing bar cages to form a preceding panel, the panel point is excavated, the partition plate is drawn out, and concrete is placed to the panel points. CONSTITUTION:In constructing a Y-shaped latticed continuous underground wall at the panel point, a preceding trench 10 is excavated, reinforcing bar cages 11 are set in the trench 10, and concrete 12 is placed to construct a preceding panel. In this case, casings 13 with detachable partition panels 14 are attached to the side ends of the cages 11, and excavation is made circularly where the panel point A is centered. The plates 14 are then drawn out, and reinforcing bar cage 16 is inserted into the round pit 15 and the casings 13. Concrete 18 is then placed. The underground wall having great joint strength can thus be formed.
机译:用途:通过将带有隔板的铸件附着到钢筋笼的侧端以形成前面板的方法来构造具有很大结合强度的地下墙,挖掘面板点,拉出隔板,并在面板上放置混凝土。构成:在面板点处建造一个Y形的格子状连续地下墙时,要开挖一条前沟槽10,在沟槽10中设置钢筋笼11,并放置混凝土12来构成前面板。在这种情况下,具有可拆卸的隔板14的壳体13被附接到笼11的侧端,并且以面板点A为中心圆形地进行挖掘。然后将板14抽出,并将钢筋笼16插入圆坑15和壳体13中。然后放置混凝土18。由此,可以形成接合强度高的地下壁。

著录项

  • 公开/公告号JPS6355212A

    专利类型

  • 公开/公告日1988-03-09

    原文格式PDF

  • 申请/专利权人 OHBAYASHIGUMI LTD;

    申请/专利号JP19860198979

  • 发明设计人 OGAWA MATSUHEI;

    申请日1986-08-27

  • 分类号E02D5/18;E02D5/20;

  • 国家 JP

  • 入库时间 2022-08-22 07:02:10

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