首页> 外国专利> PROCEDURE FOR BUILDING OF DRAIN, MAINLY FOR DRAINING OF MUD, COARSE SILT OR MILD CLAYEY COARSE SILT GROUNDS; AND DRAIN

PROCEDURE FOR BUILDING OF DRAIN, MAINLY FOR DRAINING OF MUD, COARSE SILT OR MILD CLAYEY COARSE SILT GROUNDS; AND DRAIN

机译:排水程序,主要用于排水泥浆,粗粉土或轻质粘土粗粉土;和排水

摘要

in the invention, the construction procedure, leaking, especially silty, clayey soils homokliszt vagyenyhu00e9n homokliszt vu00edztelenu00edtu00e9su00e9hez, which avu00edztelenu00edtendu0151 soil, the leakage of casing along the planned u2013elu0151nyu00f6sen recovered by use of at least one, dr. u00e9ncsu0151befogadu00f3 flight are prepared, and the tunnels perforated dru00e9ncsu00f6vethelyeznek.that is, even in the csu0151behelyezu00e9si operation before the elu0151remeghatu00e1rozott drain, depending on the size of gastrointestinal perforation vu00edztelenu00edtendu0151 talajtu00edpusu00e1tu00f3l predetermined size nyu00edlu00e1sokku00e9nt alaku00edtju00e1kki, furthermore, the operation of the flight ku00e9szu00edtu00e9su00e9velegyidej csu0151behelyezu00e9si u0171leg and / or after it is carried out.the talajbankialaku00edtott flight to cape and inserted in the drain hole in the outer palu00e1stjaku00f6zu00f6tt existing after the completion of the csu0151beu00e9pu00edtu00e9s isszabadon leave.then, the soil water surrounding the openings of the passages through the drain into the interior of adru00e9ncsu0151 u00e1ramoltatju00e1k, enneksoru00e1n soil brought by the vu00edzu00e1ram talajru00e9szek ku00f6zu00fcllegfeljebb 0,1 mm szemcsefrakciu00f3kat allowed in the dru00e9ncsu0151be anyu00edlu00e1soknak the above elu0151zet and through the sizing.however, the bigger the gap, szemcsefrakciu00f3kbu00f3l around and / or drain the water through the azzalszomszu00e9dos talajszakaszban szu0171ru0151testet with the following objectives: i. a
机译:在本发明中,施工过程中,渗漏,特别是粉质的黏性土,均是沿计划的套管渗漏,2013年沿套管的渗漏u0151ny u00f6sen通过使用至少一个dr。准备好飞行,并在隧道上打孔dr u00e9ncs u00f6vethelyeznek。也就是说,即使在cs u0151remeghat u00e9rozott气体排放量的大小之前,也要在cs u0151behelyez u00e9si操作中进行穿孔,具体取决于u00edztelen u00edtend u0151 talajt u00edpus u00e1t u00f3l预定尺寸ny u00edl u00e1sokk u00e9nt alak u00edtj u00e1kki u00e9s u00e9sz u00ed9 u00e9sz u00ed和//或执行此操作后。将talajbankialak u00edtott飞到海角,并插入完成cs u0151be u00e9p u00edt u00e9s isszabadon离开后的外部pal u00e1stjak u00f6z u00f6tt的排水孔中然后,通过排水孔进入adr u00e9ncs u0151 u00e1ramoltatj u00e1k的土壤周围的土壤水,由v u00edz u00e1ram talajrleg u00e9szek k u00fcl ,1毫米szem csefrakci u00f3kat可以在上述el u0151zet中通过任何尺寸进行调整,但是,间隙越大,szemcsefrakci u00f3kb u00f3l周围的水就越多,并且//排水就越多具有以下目标的testet:i。一种

著录项

  • 公开/公告号HU0101108D0

    专利类型

  • 公开/公告日2001-05-28

    原文格式PDF

  • 申请/专利权人 SZEMESY ISTVAN;

    申请/专利号HU20010001108

  • 发明设计人

    申请日2001-03-14

  • 分类号E02B11/00;

  • 国家 HU

  • 入库时间 2022-08-22 01:25:14

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