首页> 外国专利> METHOD OF CREATING CONSTRUCTION OF SAND PILE AS IMPROVING METHOD FOR SOFT GROUND

METHOD OF CREATING CONSTRUCTION OF SAND PILE AS IMPROVING METHOD FOR SOFT GROUND

机译:作为软土地基改良方法的砂土桩施工方法

摘要

PURPOSE:To prevent the entrainment of sand to a water permeating pipe when extracting the water permeating pipe by building the water permeating pipe, inserting a sand hold-down shaft and charging sand when creating the sand pile. CONSTITUTION:A hollow pipe 2 to which a spiral blade 1 is mounted is excavated into the ground while being turned, and the water permeating pipe 8 to which slits 9 are formed is isnerted into the hollow pipe 2. The hollow pipe 2 is rotated, and the hollow pipe 2 is upward extracted while consolidating the circumference of the hollow pipe 2. Water 11 in the ground is discharged onto the ground through the water permeating pipe 8, and the sand hold-down shaft 12 is inserted into the water permeating pipe 8. A step shaft or a screw shaft is used as the shaft 12. The sand 14 for creating the sand pile is charged into the water permeating pipe 8, and the water permeating pipe 8 is extracted onto the ground. Lastly, the shaft 12 is extracted onto the ground, and the sand pile 16 is formed.
机译:用途:为防止在抽出渗水管时夹住渗水管,方法是建造渗水管,插入压沙杆并在堆沙时装入砂子。组成:安装有螺旋叶片1的空心管2旋转时被挖掘到地下,并将形成有缝隙9的透水管8斜切入空心管2。空心管2旋转,并且,在固结中空管2的周围的同时将中空管2向上抽出。地下的水11通过透水管8排到地面上,将防沙轴12插入到透水管中8.使用步进轴或螺杆轴作为轴12。将用于产生沙堆的沙子14装入透水管8中,并将透水管8抽出到地面上。最后,将竖井12拔出地面,并形成沙堆16。

著录项

  • 公开/公告号JPS6118608B2

    专利类型

  • 公开/公告日1986-05-13

    原文格式PDF

  • 申请/专利权人 NAGASHIMA MASAYA;

    申请/专利号JP19810040379

  • 发明设计人 NAGASHIMA MASAYA;

    申请日1981-03-23

  • 分类号E02D3/08;E02D3/10;

  • 国家 JP

  • 入库时间 2022-08-22 07:49:37

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