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SOFT GROUND IMPROVEMENT WORK BY SAND PILE

机译:砂桩的软土地基改良工程

摘要

PURPOSE:To effectively and exactly form given sand piles by a method in which the detection of the soil quality of the base ground is made during the penetration work of a hollow pipe for forming sand piles. CONSTITUTION:In forming sand piles where a hollow pipe 1 for forming sand piles is used, the hollow pipe 1 is penetrated to a given depth B into the ground from the ground's surface A where sand piles are to be formed, during which period the soil quality of the base ground is detected at each depth (GL1-GLn) by any testing method. While pulling up the hollow pipe 1, the discharging and compaction of sand in the hollow pipe 1 are made by a sand discharge and compacting part 3 to form sand piles up to the ground's surface orderly. Since the soil quality of the base ground at each depth is detected during the penetration period of the hollow pipe 1, the method to form sand piles at each depth can be determined before the forming process of sand pile, and uniformly improved ground can be exactly formed at this point.
机译:目的:为了有效,准确地形成给定的沙桩,采用了一种方法,该方法是在空心管形成沙桩的穿透过程中对基础地面的土壤质量进行检测。构成:在使用中空管1形成中空桩1的情况下,中空管1从要形成中空桩的地面A穿透到地面一定深度B,在此期间土壤可以通过任何测试方法在每个深度(GL1-GLn)上检测基础地面的质量。在拉起中空管1的同时,中空管1中的沙子的排出和压实是通过排砂和压实部3进行的,从而有序地将砂堆形成到地面。由于在中空管1的贯穿期间检测出各个深度的基础地面的土壤质量,因此可以在形成沙堆之前确定在各个深度形成沙堆的方法,并且可以准确地均匀地改良地面。此时形成。

著录项

  • 公开/公告号JPS642726B2

    专利类型

  • 公开/公告日1989-01-18

    原文格式PDF

  • 申请/专利权人 FUDO CONSTRUCTION CO;

    申请/专利号JP19830047605

  • 发明设计人 MISAKA KAZUMA;

    申请日1983-03-22

  • 分类号E02D3/08;E02D3/10;

  • 国家 JP

  • 入库时间 2022-08-22 06:44:43

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