首页> 外国专利> STRUCTURES FOR COUPLING TO THE END OF HOLLOW PILE AND GROUTING METHOD FOR STRENGTHENING BEARING POWER OF THE GROUND IN THE LOWER END OF PILE USING THE SAME

STRUCTURES FOR COUPLING TO THE END OF HOLLOW PILE AND GROUTING METHOD FOR STRENGTHENING BEARING POWER OF THE GROUND IN THE LOWER END OF PILE USING THE SAME

机译:空心桩端部耦合结构及采用相同方法加强桩下端地基承载力的灌浆方法

摘要

PURPOSE: A structure for coupling the front end of a hollow pile, and a grouting method for strengthening bearing power of the ground in the bottom end of the pile using the same are provided to maximize bearing power of the ground in the bottom end of the pile. CONSTITUTION: A grouting method for strengthening bearing power of the ground in the bottom end of the pile using a structure for coupling the front end of a hollow pile is as follows. A structure(10) for coupling the front end is coupled to the front end of a hollow pile(40). The hollow pile, in which the structure is coupled, is installed in a perforated hole. An injection pipe(31) and a packer(32) are installed in a hollow of the hollow pile. A grouting material is injected through the injection pipe. And the grouting material is discharged through a through hole of the structure. And the hollow of the bottom end of the pile is filled with the grouting material.
机译:目的:提供一种用于连接空心桩的前端的结构,以及一种使用该结构来增强桩的底端中的地面的承载力的灌浆方法,以使桩的底端中的地面的承载力最大化。桩。构成:一种灌浆方法,用于通过使用空心桩前端的连接结构来增强桩底端的地面承载力。用于连接前端的结构(10)连接至空心桩(40)的前端。连接有该结构的空心桩安装在有孔的孔中。注入管(31)和封隔器(32)安装在空心桩的空心中。灌浆材料通过注入管注入。并且灌浆材料通过结构的通孔排出。桩底端的中空部分注满了灌浆材料。

著录项

  • 公开/公告号KR20100022557A

    专利类型

  • 公开/公告日2010-03-03

    原文格式PDF

  • 申请/专利权人 LEE JAE WON;

    申请/专利号KR20080081122

  • 发明设计人 LEE JAE WON;

    申请日2008-08-20

  • 分类号E02D5/62;E02D5/46;

  • 国家 KR

  • 入库时间 2022-08-21 18:33:13

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