首页> 外国专利> ENGINEERING FIBER FOR SOFT GROUND OF DREDGING OPERATIONS AND INSTALLATION METHOD OF IT

ENGINEERING FIBER FOR SOFT GROUND OF DREDGING OPERATIONS AND INSTALLATION METHOD OF IT

机译:挖泥作业软土地基工程纤维及其安装方法

摘要

Geosynthetics for dredging the soft ground and the installation method of the geosynthetics for dredging the soft ground are provided to shorten a period of reclamation work by moving seawater below geosynthetics upward using guide holes and settling down geosynthetics having the larger specific gravity than seawater quickly, and to install geosynthetics easily and to cut down on installation expenses by loading a floating bed with geosynthetics and approaching to the sea, tensioning a compulsory floater coupled with the floating bed and installing geosynthetics. Geosynthetics(100) for dredging the soft ground contain non-woven fabrics(120) formed in a single layer and provided with many guide holes(122) which are perforated on the front of the non-woven fabrics to guide seawater to move upward when the geosynthetics are submerged on the surface of seawater and formed in the smaller size than the particle size of soft soil and sand to partition the lower soft soil and the upper sand, and a connector(140) coupled to the edge of the non-woven fabrics and bound up with a rope to prevent the movement and separation of the geosynthetics. An installation method of geosynthetics for dredging the soft ground comprises the steps of: assembling a temporary factory for sealing up geosynthetics; unrolling the geosynthetics and sealing up widthwise to have the larger area than the inside area of earthing materials; attaching connectors to the edge of the geosynthetics at 3-meter intervals; manufacturing a floating bed using many high hardness Styrofoam to be spaced out from the surface of seawater; installing a compulsory floater on the left side of the floating bed and connecting many ropes to the right part of the compulsory floater at regular intervals; placing geosynthetics on the top of the floating bed in zigzags and launching the floating bed; connecting ropes to the connectors exposed to the top of the geosynthetics, pulling the other end of the rope in the opposite direction to the moving direction of the compulsory floater and fixing the left part of the geosynthetics; moving the floating bed and the compulsory floater in the right direction by pulling the ropes connected to the compulsory floater using a main winch and an auxiliary winch, spreading the geosynthetics placed on the floating bed and covering up the surface of sweater completely; and settling down the geosynthetics vertically.
机译:提供了用于疏松软土的土工合成材料和用于疏通软土的土工合成材料的安装方法,以通过使用导孔向上移动土工合成材料下方的海水并快速沉降比重比海水大的土工合成材料来缩短开垦工作的时间,可以轻松地安装土工合成材料,并通过向土工合成材料装载浮床并接近海面,张紧与该浮床耦合的强制浮子并安装土工合成材料来减少安装费用。用于疏松软土的土工合成材料(100)包含无纺布(120),该无纺布形成为单层,并具有许多引导孔(122),该引导孔在无纺布的前面打孔,以引导海水在向上移动时向上移动。土工合成材料浸没在海水表面,形成的尺寸小于软土和沙子的粒径,以分隔下部软土和上部沙土,并且连接器(140)连接到无纺布的边缘织物并用绳子绑起来,以防止土工合成材料的移动和分离。用于疏通软土地基的土工合成材料的安装方法包括以下步骤:组装临时工厂以密封土工合成材料;展开土工合成材料并沿宽度方向密封,使其面积大于接地材料的内部面积;以3米的间隔将连接器连接到土工合成材料的边缘;用许多高硬度聚苯乙烯泡沫塑料制造浮床,使其与海水表面隔开;在浮床的左侧安装一个强制性浮子,并定期将许多绳索连接到强制性浮子的右侧;在曲折形的浮床顶部放置土工合成材料,并发射浮床;将绳索连接到暴露于土工合成材料顶部的连接器,沿与强制浮动物的移动方向相反的方向拉动绳索的另一端,并固定土工合成材料的左侧部分;通过使用主绞盘和辅助绞盘拉扯连接到强制性漂浮物的绳索,使漂浮物和强制性漂浮物向正确的方向移动,铺展放置在漂浮物上的土工合成材料,并完全覆盖毛衣表面;并垂直沉降土工合成材料。

著录项

  • 公开/公告号KR100652545B1

    专利类型

  • 公开/公告日2006-12-01

    原文格式PDF

  • 申请/专利权人 GTE CONSTRUCTION CO. LTD.;

    申请/专利号KR20050096764

  • 发明设计人 HER TAE YOUNG;

    申请日2005-10-14

  • 分类号E02D31/02;E02D31;

  • 国家 KR

  • 入库时间 2022-08-21 20:40:27

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