首页> 外国专利> Method to form a Retaining Wall and cement Retaining Wall which comprises a Ground Surface, defined on a compact layout of the Wall, so the area taking the Earth beneath and adjacent to the area, digging the Earth from the Compacted Area, Compacting the surface of Bottom d And the Wall Cavity, repeat the step D,Fill at least in part the Wall Cavity; a Retaining Wall.

Method to form a Retaining Wall and cement Retaining Wall which comprises a Ground Surface, defined on a compact layout of the Wall, so the area taking the Earth beneath and adjacent to the area, digging the Earth from the Compacted Area, Compacting the surface of Bottom d And the Wall Cavity, repeat the step D,Fill at least in part the Wall Cavity; a Retaining Wall.

机译:形成挡土墙和水泥挡土墙的方法,该挡土墙和水泥挡土墙包括一个在围墙的紧凑布局中定义的地表,因此该区域会将地球下方和附近的区域带入该区域,从压实区域挖土,压实该地面的表面底部d和壁腔,重复步骤D,至少部分填充壁腔;挡土墙。

摘要

A method for forming a cementitious retaining wall is described. The method includes the step of defining on an earth surface an outline of the wall to be formed. The outline delimits an area of earth to be excavated. The method also includes the step of compacting the area. After compaction, the earth underneath and adjacent to the area is densified, which provides stability to the earth during excavation and after the wall is formed. The method also includes the step of excavating the earth from the area compacted to an initial depth, thereby creating a wall cavity. The method further includes the step of compacting the bottom surface of the wall cavity and subsequently excavating the earth from the compacted bottom surface. This step can be repeated as much as required, under a final depth of the wall cavity is reached. Once the final depth is reached, the wall cavity can be filled at least partially a cementitious material so as to form the retaining wall.
机译:描述了一种用于形成水泥质挡土墙的方法。该方法包括在地面上限定要形成的壁的轮廓的步骤。轮廓线限定了要挖掘的地球区域。该方法还包括压缩区域的步骤。压实后,在该区域下方和附近的土壤被压实,这在开挖过程中和墙形成后为土壤提供了稳定性。该方法还包括从压实到初始深度的区域挖土的步骤,从而形成壁腔。该方法还包括压实壁腔的底面并随后从压实的底面挖土的步骤。在达到壁腔的最终深度时,可以根据需要重复此步骤。一旦达到最终深度,就可以将壁腔至少部分填充水泥材料,以形成挡土墙。

著录项

  • 公开/公告号CL2014000733A1

    专利类型

  • 公开/公告日2014-10-10

    原文格式PDF

  • 申请/专利权人 GARZON MAURICE;GARZON LAVIH;

    申请/专利号CL20140000733

  • 发明设计人 GARZON MAURICE;GARZON LAVIH;

    申请日2014-03-25

  • 分类号

  • 国家 CL

  • 入库时间 2022-08-21 15:58:27

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