首页> 外国专利> By the gravitational force type retaining wall condition earth structure the earth finishing blow construction method

By the gravitational force type retaining wall condition earth structure the earth finishing blow construction method

机译:通过重力式挡土墙条件土结构土方吹塑施工方法

摘要

PURPOSE:To prevent peripheral foundations from collapse in case of excavation by forming a gravity type retaining wall-like earth structure with stirred and mixed a foundation hardening agent such as cement in the foundation outside an excavated region. CONSTITUTION:An earth structure 1 is formed by rotating a rotary shaft provided on its lower end with a stirring blade in the foundation while discharging a foundation hardening agent such as cement from a discharge port in the lower end of the rotary shaft into the foundation to stir and mix the foundation earth and foundation hardening agent. The shape and size of the section and the mixing rate of the foundation hardening agent are determined such that the earth structure is safe from stress generated in the interior thereof by earth pressure or the like acting on the rear face while being safe from slip and turning-upside-down. Thus, even if the excavation region and depth are respectively wide and deep, a preferred retaining wall can be built.
机译:目的:通过在挖掘区域外部的地基中搅拌并混合诸如水泥等地基硬化剂,形成重力型挡土墙状土体结构,以防止在开挖时周边地基塌陷。组成:土方结构1是通过旋转在其下端设有搅拌叶片的旋转轴在地基中形成的,同时将诸如水泥的基础硬化剂从旋转轴下端的排出口排放到地基中。搅拌并混合基础土和基础硬化剂。确定该部分的形状和大小以及基础硬化剂的混合比例,以使土壤结构免受因内部压力等作用在背面上而在其内部产生的应力的影响,同时又防止滑动和转动。 -上下翻转。因此,即使挖掘区域和深度分别宽和深,也可以建造优选的挡土墙。

著录项

  • 公开/公告号JP2745146B2

    专利类型

  • 公开/公告日1998-04-28

    原文格式PDF

  • 申请/专利权人 不動建設株式会社;

    申请/专利号JP19890073444

  • 发明设计人 三阪 一磨;

    申请日1989-03-24

  • 分类号E02D17/04;E02D3/12;

  • 国家 JP

  • 入库时间 2022-08-22 02:59:42

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