首页> 外国专利> GROUND RETAINING WALL HAVING THE BOTTOM OF BACKFILL CONCRETE WHICH IS DOWN SLOPED BACKWARDLY, AND ITS CONSTRUCTION METHOD

GROUND RETAINING WALL HAVING THE BOTTOM OF BACKFILL CONCRETE WHICH IS DOWN SLOPED BACKWARDLY, AND ITS CONSTRUCTION METHOD

机译:向后倾斜的回填混凝土底部的挡土墙及其施工方法

摘要

PURPOSE: A ground retaining wall having the bottom of backfill concrete which is down sloped backwardly is provided to reduce construction cost by reinforcing the structure of a retaining wall and reducing the construction period. CONSTITUTION: A ground retaining wall(100) installed at an incline comprises an anchor(120), a plurality of precast panels(130), an anchorage(140), and backfill concrete(150). The anchor is mounted on holes(112) which are formed on the incline(110a). In the precast panel, a hollow is formed. An anchorage mounts the anchor on the precast panel. The anchorage makes the precast panel and the incline moved into one body. The backfill concrete is poured between a rear side(132) and the incline of the precast panel. The banking layer(160) is formed on the top of the backfill concrete.
机译:目的:提供一种具有回填混凝土底部向下倾斜的地面挡土墙,以通过加强挡土墙的结构并缩短工期来降低建筑成本。组成:一个倾斜的地面挡土墙(100),包括一个锚(120),多个预制板(130),一个锚(140),和回填混凝土(150)。锚安装在形成在斜面(110a)上的孔(112)上。在预制板中,形成有空腔。锚点将锚点安装在预制面板上。锚固使预制板和倾斜面变成一体。将回填混凝土倒在预制板的后侧(132)和倾斜之间。在回填混凝土的顶部上形成堤岸层(160)。

著录项

相似文献

  • 专利
  • 外文文献
  • 中文文献
获取专利

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号