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SOIL HARDENING OBJECT SITE FORMATION PILE, CONSTRUCTION METHOD OF PREFABRICATED PILE AND AUGER SCREW USED THEREFOR

机译:土体加固现场地基桩,预制桩的施工方法和使用的螺杆

摘要

PPROBLEM TO BE SOLVED: To provide a construction method of a prefabricated pile capable of being constructed without producing any surplus soil as an industrial waste, at the same time, getting a construction cost over at a lower price and obtaining a soil hardening object with stabilized quality. PSOLUTION: In the construction method of the prefabricated pile driving the prefabricated pile in the soil hardening object injecting a hardener into an excavated soil, a pile hole 6 is excavated by an auger screw 5 to move the excavated soil corresponding to an injection amount of the hardener and volume of the prefabricated pile to the ground surface, and then, the pile hole 6 by the preceding excavation is further excavated, the hardener 2 is injected into the excavated soil in the pile 6 to perform mixed agitation by repeatedly reciprocating while forward and reverse rotating the auger screw 5, and after the auger screw 5 has been pulled up, the prefabricated pile 4 is driven into the pile hole 6. PCOPYRIGHT: (C)2005,JPO&NCIPI
机译:

要解决的问题:提供一种预制桩的施工方法,该预制桩能够在不产生任何多余土壤作为工业废物的情况下进行建造,同时以较低的价格获得建造成本并获得土壤硬化质量稳定的物体。

解决方案:在预制桩驱动土壤硬化对象中的预制桩的方法中,将硬化剂注入挖掘的土壤中,通过螺旋钻5挖掘桩孔6,以使注入的土壤移动对应于注入固化剂的量和预制桩的体积到地面,然后,通过先前的挖掘进一步挖掘桩孔6,将固化剂2注入桩6中的已挖掘土壤中,通过反复往复运动进行混合搅拌在使螺旋钻螺杆5向前和向后旋转的同时,将螺旋钻螺杆5向上拉起之后,将预制桩4打入桩孔6中。

COPYRIGHT:(C)2005,JPO&NCIPI

著录项

  • 公开/公告号JP2004353243A

    专利类型

  • 公开/公告日2004-12-16

    原文格式PDF

  • 申请/专利权人 GEOTOP CORP;

    申请/专利号JP20030150885

  • 发明设计人 YABUUCHI SADAO;KISHIDA HIDEAKI;

    申请日2003-05-28

  • 分类号E02D7/00;C04B18/04;C04B18/14;C04B28/02;E02D5/46;E02D5/48;E02D5/56;

  • 国家 JP

  • 入库时间 2022-08-21 22:31:36

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