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CONSTRUCTION METHOD OF CONTINUOUS UNDERGROUND WALL AND STEEL PIPE PILE

机译:地下连续墙钢管桩的施工方法

摘要

To construct a continuous underground wall having a high strength with a smaller number of working man-hours at low cost without generating industrial wastes.SOLUTION: A method for constructing a continuous underground wall R includes: a steel pipe installation step of continuously and alternately installing a first steel pipe 1 and a second steel pipe 2; a drilling step of drilling the insides of the first steel pipe 1 and the second steel pipe 2; a first solidification material filling step of pulling out the first steel pipe 1 while or after filling the first steel pipe 1 with concrete; and a second solidification material filling step of pulling out the second steel pipe 2 while disturbing first piles 1Aa and 1Ab with a claw part 3 projecting to the outside of the second steel pipe 2 while or after filling the second steel pipe 2 with concrete. Both sides of the second pile 2Aa are connected to the first piles 1Aa and 1Ab by replenishing concrete while disturbing the first piles 1Aa and 1Ab with the claw part 3.SELECTED DRAWING: Figure 7
机译:在不产生工业废料的情况下,以较低的成本以较少的工时建造具有高强度的连续地下墙。解决方案:连续地下墙R的构建方法包括:连续交替安装钢管的步骤第一钢管1和第二钢管2。在第一钢管1和第二钢管2的内部进行钻孔的钻孔步骤。第一凝固材料填充步骤,在向第一钢管1填充混凝土的同时或之后,拔出第一钢管1。第二凝固材料填充步骤,在向第二钢管2填充混凝土之后或之后,以使爪部3向第二钢管2的外侧突出的方式使第一桩1Aa,1Ab受到干扰而拔出第二钢管2。通过补充混凝土,同时用爪部3干扰第一桩1Aa和1Ab,将第二桩2Aa的两侧连接到第一桩1Aa和1Ab。

著录项

  • 公开/公告号JP2019019633A

    专利类型

  • 公开/公告日2019-02-07

    原文格式PDF

  • 申请/专利权人 GIKEN SEISAKUSHO CO LTD;

    申请/专利号JP20170141225

  • 发明设计人 KITAMURA MORIO;

    申请日2017-07-20

  • 分类号E02D5/20;E02D7;E02D5/28;

  • 国家 JP

  • 入库时间 2022-08-21 12:20:25

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