首页> 外国专利> Opencast or open pit working support wall comprizes module-built wall on standing rails and joined crossways by pressure bars using cylinder or framework module types filled with sand or ballast with backfilled walls.

Opencast or open pit working support wall comprizes module-built wall on standing rails and joined crossways by pressure bars using cylinder or framework module types filled with sand or ballast with backfilled walls.

机译:露天或露天开采的工作支撑墙包括竖立在轨道上的模块式墙,并通过压力杆使用填充有沙子或压载物的圆柱体或框架模块类型与回填墙交叉连接。

摘要

The supporting walls l(2,3) are each made up of superposed adjacently stacked modules (5) giving walls of 15-20 m height. The modules are cylindrical (5) and filled with sand or ballast or else angular modules made into a truss structure. The cylindrical modules are arranged on a U-shaped rail (6) as the adjoining modules bear on an H-rail arranged between this and the submounted row so the modules are grasped partly by the rail flanges. The walls (2,3) formed by the modules (5) are cross-braced by pressure bars (12) spread at wall length on the ground and above, with single modules 2.0-3.50 m in diameter, edge length 2.0-3.50 m and heights of this order. The walls should be backfilled and once dismantled are re-erected at the next site.
机译:支撑壁1(2,3)每个由叠加的相邻堆叠的模块(5)组成,从而提供15-20m高度的壁。这些模块是圆柱形的(5),并填充有沙子或压载物,或者成角度的模块制成桁架结构。圆柱形模块布置在U形导轨(6)上,因为相邻的模块支撑在布置在该行和副行之间的H形导轨上,因此模块的一部分被导轨法兰抓紧。由模块(5)形成的壁(2,3)由压力杆(12)交叉支撑,压力杆(12)在地面和地面以上的壁长处散布,单个模块的直径为2.0-3.50 m,边长为2.0-3.50 m和此订单的高度。墙壁应回填,一旦拆除,应在下一个位置重新安装。

著录项

  • 公开/公告号DE19834022A1

    专利类型

  • 公开/公告日2000-02-03

    原文格式PDF

  • 申请/专利权人 KRUPP FOERDERTECHNIK GMBH;

    申请/专利号DE1998134022

  • 发明设计人 FABIAN HORST;MACK KLAUS;

    申请日1998-07-28

  • 分类号E02D29/02;E21C41/00;E02D5/20;E02D17/20;

  • 国家 DE

  • 入库时间 2022-08-22 01:42:41

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