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DRAINAGE STRUCTURE FOR SOFT GROUND TREATMENT AND DEHYDRATION METHOD

机译:软土地基处理和脱水方法的排水结构

摘要

The present invention relates to a pore water drainage structure and drainage method of soft ground, the purpose of which is economical by laying a general soil on the top of the soft ground so as to smoothly drain the gap water dewatered to the ground through the vertical drainage installed in soft ground This very excellent, and after forming the drainage in the general earth and sand drainage pipe connected to the vertical drainage in the drainage to discharge the gap water out of the area is excellent in the horizontal drainage capacity of the gap water, the catchment manhole inside the reclaimed soil It is provided to be buried to facilitate the movement of equipment and to provide a pore water drainage structure and drainage method of the soft ground to prevent consolidation settlement around the manhole.;The present invention for achieving the above object is a general soil laying on top of the soft ground; Vertical drainage is poured into the soft ground through the general soil, arranged in parallel to each other or staggered to form a plurality of array lines and the end of the vertical drainage to extend to the top of the general soil; A series multiplier formed between the pair of array lines facing each other of the array lines; A parallel drainage formed to connect the vertical drainage adjacent to both sides of the series drainage and the series drainage; A drain pipe continuously connected to the series and parallel drains; A water collecting main pipe connected to the drain pipe and collecting the water of the gap; and a water collecting manhole connected to the water collecting pipe to store the gap water and having an upper portion sealed; A discharge and drain pipe installed to extend from the water collecting manhole to the water draining side hole to drain the gap water stored in the water collecting manhole; A buried layer disposed in the parallel and series drainage channels to protect the drain pipe; The technical gist of the present invention consists of a reusable soil layer laminated to cover the collecting manhole on the top of the general soil.;Soft ground, vertical drainage, drainpipe, drainage, catchment manhole, horizontal drainage, channel,
机译:本发明涉及一种软土地基的孔隙排水结构和排水方法,其目的是通过在软土地基的顶部上铺一层普通土壤以使垂直方向上脱水的空隙水顺畅地排水而经济。排水安装在柔软的地面上这是非常出色的,并且在将排水形成于一般的泥沙排水管之后,将垂直排水连接到排水中以将缝隙水排出到该区域之外,缝隙水的水平排水能力非常出色填埋土壤内部的集水井,其被埋入以方便设备移动,并提供软土地基的孔隙排水结构和排水方法,以防止固结物在人孔周围沉降。上面的物体是铺在软土地上的普通土壤;垂直排水通过普通土壤倒入软土中,彼此平行或交错排列形成多条排列线,垂直排水的末端延伸到普通土壤的顶部。在彼此面对的阵列线对之间形成串联倍增器;形成平行排水,以连接与串联排水和串联排水两侧相邻的垂直排水;排水管连续与串联和并联排水管相连;集水主管连接到排水管并收集间隙中的水;所述集水井与集水管相连,用于储存间隙水,其上部被密封。安装有从集水孔延伸到排水侧孔的排水管,以排出储存在集水孔中的间隙水。在平行和串联排水通道中设置一个埋层,以保护排水管;本发明的技术要点由可重复使用的土壤层组成,该土壤层被层压以覆盖普通土壤顶部的收集井。软土,垂直排水,排水管,排水,集水井,水平排水,通道,

著录项

  • 公开/公告号KR100721225B1

    专利类型

  • 公开/公告日2007-05-16

    原文格式PDF

  • 申请/专利权人 JI HO YOUL;OAK YONG KWAN;KIM CHUNG RYUL;

    申请/专利号KR20060017565

  • 发明设计人 JI HO YOUL;

    申请日2006-02-23

  • 分类号E02D3/10;

  • 国家 KR

  • 入库时间 2022-08-21 20:32:07

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