首页> 外国专利> HOLLOW PIPE FOR CONSTRUCTING DISPLACEMENT REDUCTION TYPE COMPACTED SAND PILE AND CONSTRUCTION METHOD OF COMPACTED SAND PILE

HOLLOW PIPE FOR CONSTRUCTING DISPLACEMENT REDUCTION TYPE COMPACTED SAND PILE AND CONSTRUCTION METHOD OF COMPACTED SAND PILE

机译:施工位移减小式压实桩的空心管及压实桩的施工方法

摘要

PROBLEM TO BE SOLVED: To provide a hollow pipe for constructing a compacted sand pile and a construction method of a compacted sand pile with high construction efficiency, which solve displacement problems that adversely affect existing structures.;SOLUTION: A step of jetting jet water from the injection port 13 while rotating a hollow pipe 1 which have an inclined blade 12 on an outer peripheral surface of the hollow pipe main body 11 and an injection port 13 for jet water jetting around the hollow pipe at a tip end portion of the hollow pipe main body 11, and penetrating the hollow pipe to a predetermined depth with loosing around the hollow pipe is performed. A step of discharging a sand pile material 19 in the hollow pipe 1 with an appropriate length drawn out from the hollow pipe and a step of driving-back the hollow pipe 1 are sequentially repeated until reaching the surface of the earth, and a compacted sand pile 42 is formed in the soft ground.;SELECTED DRAWING: Figure 6;COPYRIGHT: (C)2018,JPO&INPIT
机译:要解决的问题:提供一种用于建造压实砂桩的空心管以及一种具有高施工效率的压实砂桩的施工方法,解决了对现有结构产生不利影响的位移问题。在使具有中空管主体11的外周面具有倾斜叶片12的中空管1的中空管1旋转的同时,在中空管的前端部向中空管周围喷射水的喷射口13旋转。在主体11上,以松开的方式将中空管穿入预定深度。依次重复从中空管引出适当长度的中空管1中的放砂桩材料19的步骤和将中空管1向后退的步骤,直到到达地面为止。桩42形成在软土中。;选定的图纸:图6;版权:(C)2018,JPO&INPIT

著录项

  • 公开/公告号JP2018076663A

    专利类型

  • 公开/公告日2018-05-17

    原文格式PDF

  • 申请/专利权人 FUDO TETRA CORP;

    申请/专利号JP20160217335

  • 申请日2016-11-07

  • 分类号E02D3/08;

  • 国家 JP

  • 入库时间 2022-08-21 13:13:38

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