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APPLICATION PROCESS FOR CONTINUOUS WALL OF UNDER GROUND REINFORCED CONCRETE

机译:地下钢筋混凝土连续墙的施工工艺

摘要

PURPOSE:To make application process effective by a method in which a form is incorporated into the connecting position to the tunnel of the continuous wall of the reinforced concrete of an under ground structure, and the form is filled with the muddy water in which the beads of specified specific gravity are dispersed, and then a void-filling wall is placed and is easily removed when the tunnel is bored. CONSTITUTION:The form 4 provided with bottom plate which has the injection hole of cement milk is incorporated into the connecting position to the tunnel under ground in bar-arranging process of the continuous wall 12 made of the reinforced concrete constructed on the foundation which is bored with the injection of stabilizing liquid. Next while the form 4 is filled with the muddy water in which the beads with the specific gravity of 1.0-1.2 is dispersed, concrete 11 is placed. Further cement milk is poured into the form 4, and the muddy water is replaced by said material, and then void-filling concrete wall 13 is placed. The bottom plate of the form 4 is removed and the partition wall 15A for a shield machine 16 is provided. Consequently, the mirrow-cutting of the wall may be made unnecessary.
机译:目的:通过以下方法使施工过程有效:在地下结构的钢筋混凝土连续壁的隧道连接位置中加入模板,并在模板中填充浑浊的水,在其中形成小珠分散指定比重的混凝土,然后放置空隙填充墙,当隧道打洞时很容易将其去除。组成:带有底板的模板4,其具有水泥奶的注入孔,是在由钻孔的基础上建造的钢筋混凝土制成的连续壁12的钢筋布置过程中,将其与地下隧道的连接位置合并到地下的隧道中注入稳定液。接下来,在模板4中填充有分散有比重为1.0-1.2的珠子的浑水时,放置混凝土11。将另外的水泥乳倒入模板4中,用所述材料代替浑水,然后放置填充有空隙的混凝土壁13。移除模板4的底板,并提供用于屏蔽机16的分隔壁15A。因此,可以不必对壁进行微切割。

著录项

  • 公开/公告号JPH04118497A

    专利类型

  • 公开/公告日1992-04-20

    原文格式PDF

  • 申请/专利权人 KONOIKE CONSTR LTD;

    申请/专利号JP19900237916

  • 发明设计人 NASU SUSUMU;

    申请日1990-09-07

  • 分类号E02D5/20;E21D5/00;E21D9/06;

  • 国家 JP

  • 入库时间 2022-08-22 05:42:42

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