首页> 外国专利> Geosynthetic mats to stabilize foundations of dams, roads, etc. consists of alternating longitudinal strips of material with high or low load bearing capabilities, for use with vertical drains

Geosynthetic mats to stabilize foundations of dams, roads, etc. consists of alternating longitudinal strips of material with high or low load bearing capabilities, for use with vertical drains

机译:用于稳定大坝,道路等基础的土工合成材料垫层由交替的纵向材料条组成,具有高或低承载能力,可与垂直排水装置一起使用

摘要

The mat has longitudinal threads or strings, which can take high loads and have at least average tensile strength of 80kN/m in main direction of load. The mat is divided in longitudinal direction between alternating strips (2,3) taking high or low loads. The non-load bearing strips are 20-200cm wide, and the distance between the strips corresponds to the distance between vertical drains (5) to be installed. The mats are 3-8m wide, at least 20m long, and are rolled-up in longitudinal direction. Average tensile strength of the mat is 80kN/m to 1500kN/m, pref. 100 to 600kN/m.
机译:垫具有纵向线或细绳,其可以承受高负荷,并且在主负荷方向上的平均抗拉强度至少为80kN / m。垫子沿纵向方向在承受高载荷或低载荷的交替条带(2,3)之间划分。非承重条的宽度为20-200cm,条之间的距离对应于要安装的垂直排水口(5)之间的距离。垫子的宽度为3-8m,至少为20m,并沿纵向卷起。垫的平均抗拉强度为80kN / m至1500kN / m。 100至600kN / m。

著录项

  • 公开/公告号DE10016792A1

    专利类型

  • 公开/公告日2001-10-11

    原文格式PDF

  • 申请/专利权人 HUESKER SYNTHETIC GMBH & CO;

    申请/专利号DE2000116792

  • 发明设计人 NODS MAX;ALEXIEW DIMITER;

    申请日2000-04-05

  • 分类号E02D3/08;D03D15/00;E02B3/12;

  • 国家 DE

  • 入库时间 2022-08-22 01:09:51

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