首页> 外国专利> SOFT GROUND CONSOLIDATION PRE-LOADING STRUCTURE AND THE REINFORCEMENT METHOD FOR THE BEARING STRENGTH OF THE SOFT GROUND THEREOF, FOR PREVENTING DIFFERENTIAL SETTLEMENT OF SOFT GROUND BY EVEN LOAD

SOFT GROUND CONSOLIDATION PRE-LOADING STRUCTURE AND THE REINFORCEMENT METHOD FOR THE BEARING STRENGTH OF THE SOFT GROUND THEREOF, FOR PREVENTING DIFFERENTIAL SETTLEMENT OF SOFT GROUND BY EVEN LOAD

机译:软土地基固结的预加载结构及其承载力的加固方法,以防止均匀荷载引起的软土地基的差异沉降

摘要

Purpose: mellow soil merging preloads structure and is easily arranged to application load on mellow soil, reduce the cost in period and work, easily to control load, removal easily load prevents the pollution of the environment using protecting and prevents the differential settlement application uniform load on mellow soil. Construction: mellow soil merging preloads structure and contains: a wall (10) forms and is coupled in many containers by the container for being placed in ground, and interconnection generally forms a band; One layer of sand (20) is located at ground in a close space of wall (10); Adhesive-bonded fabric (30) is located at the damage that a splash guard (40) are prevented when a splash guard (40) travel to a bending of the side of wall (10) and a part of layer of sand (20), and mesospore (10) and layer of sand (20) meet; One splash guard (40) is made of HDPE and travels to upper parts and the layer of sand (20) of wall (10) to prevent water (50) discharge or infiltration ground outward; Water (50) is stored in top and the close space of splash guard (40), is made of wall (10); On the opposite part on one side, a bank layer (60) heap, mesospore (10) and water (50) meet with supporting wall (10).
机译:用途:融化的土壤合并预载结构,易于安排在融化的土壤上施加负荷,减少工期和工作成本,易于控制负荷,易于去除负荷,通过使用保护装置防止对环境的污染,并防止差异沉降应用均匀负荷在柔和的土壤上。构造:柔和的土壤合并预载结构,并包含:壁(10)形成并通过容器连接在许多容器中以放置在地下,互连通常形成带状;一层沙子(20)位于地面(10)的封闭空间内。当防溅板(40)行进到壁(10)的侧面和一部分砂层(20)的弯曲处时,粘合织物(30)的位置会防止防溅板(40)。 ,中孔(10)和沙层(20)相遇;一个防溅板(40)由高密度聚乙烯(HDPE)制成,行进到上部(10)和壁(10)的一层沙(20),以防止水(50)向外排放或渗入地面;水(50)存储在顶部,防溅板(40)的封闭空间由墙(10)制成;在一侧的相对部分上,堤层(60)堆积,中孔(10)和水(50)与支撑壁(10)汇合。

著录项

  • 公开/公告号KR20040111232A

    专利类型

  • 公开/公告日2004-12-31

    原文格式PDF

  • 申请/专利权人 KOREA CONTAINER TERMINAL AUTHORITY;

    申请/专利号KR20040092966

  • 发明设计人 JUNG HYEON DON;LIM HYEON DAE;

    申请日2004-11-15

  • 分类号E02D3/02;

  • 国家 KR

  • 入库时间 2022-08-21 22:06:17

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