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A method for creating a protective device for which is located at the bottom of structures, in particular in the pipelines

机译:一种用于创建保护装置的方法,该保护装置位于结构的底部,特别是管道中

摘要

The protection is for structures which rest on the sea bed such as pipe-lines. The structure has a lengthways running strip shaped covering of reinforced concrete which is lowered over the structure. The covering is produced by spraying non-set concrete from a vehicle which is moved along the structure to be covered. The spraying takes place over an outlet surface which extends downwards into the water. The concrete is encased by a tubular fabric (15) or a corresponding foil. Simultaneously with the spraying of the concrete, an elastic reinforcing skeleton is rolled out in track shape. A reinforcing skeleton is introduced into the concrete and has several inter-anchored reinforcing networks which can absorb the internal pressure in the concrete during laying.
机译:该保护适用于搁置在海床上的结构,例如管道。该结构具有纵向延伸的带状钢筋混凝土覆盖层,该覆盖层降低到结构上方。覆盖物是通过沿车辆沿待覆盖结构移动的未凝固混凝土喷洒来生产的。喷射在向下延伸到水中的出口表面上进行。混凝土被管状织物(15)或相应的箔包裹。在喷涂混凝土的同时,将弹性加强骨架铺成轨道状。钢筋骨架被引入混凝土中,并具有多个锚固的钢筋网络,这些网络可以在铺设过程中吸收混凝土中的内部压力。

著录项

  • 公开/公告号DE2814381A1

    专利类型

  • 公开/公告日1978-10-12

    原文格式PDF

  • 申请/专利权人 IND & TEK FORSKNING;

    申请/专利号DE19782814381

  • 发明设计人 LENSCHOW ROLF PROF NO;HOFSOEY AUDUN NO;

    申请日1978-04-04

  • 分类号E02D29/06;F16L1/04;B28B3/20;B28B23/18;

  • 国家 DE

  • 入库时间 2022-08-22 21:53:30

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