首页> 外国专利> EARTH PRESSURE SUPPORTING METHOD OF A WALL TRENCH FOR THE CONSTRUCTION OF A TRENCHLESS UNDERGROUND STRUCTURE CAPABLE OF FACILITATING THE ARRANGEMENT OF REINFORCING BARS

EARTH PRESSURE SUPPORTING METHOD OF A WALL TRENCH FOR THE CONSTRUCTION OF A TRENCHLESS UNDERGROUND STRUCTURE CAPABLE OF FACILITATING THE ARRANGEMENT OF REINFORCING BARS

机译:壁槽的土压力支持方法,该结构可简化钢筋的布置,从而形成无梯形地下结构

摘要

PURPOSE: An earth pressure supporting method of a wall trench for the construction of a trenchless underground structure is provided to safely support earth pressure even after a support for supporting a precast panel is removed.;CONSTITUTION: An earth pressure supporting method of a wall trench for the construction of a trenchless underground structure is as follows. Precast panels(20) are arranged and assembled on both sides of an excavated wall trench(10) to support earth pressure. Horizontal supports(30) for a panel are installed in a height direction and support the precast panels. A pair of vertical piles(40A,40B) facing each other are arranged in the longitudinal direction of the wall trench. Horizontal supports(30a) for a pile are installed in a height direction and support the vertical piles. The top and bottom ends of the vertical piles are supported in a horizontal direction through upper and lower horizontal struts(50A,50B), and the installed horizontal supports are removed.;COPYRIGHT KIPO 2013
机译:目的:提供一种用于建造非开挖地下结构的壁沟的土压力支撑方法,即使在移除了用于支撑预制面板的支撑之后,也可以安全地支撑土压力。;构成:壁沟的土压力支撑方法用于建造非开挖地下结构的方法如下。预制板(20)被布置和组装在挖掘的墙壁沟槽(10)的两侧上以支撑土压力。面板的水平支架(30)沿高度方向安装,并支撑预制面板。在壁槽的长度方向上排列有彼此相对的一对垂直的桩(40A,40B)。用于桩的水平支撑件(30a)沿高度方向安装并支撑垂直桩。垂直桩的顶端和底端通过上下水平支撑杆(50A,50B)在水平方向上得到支撑,并且拆除了已安装的水平支撑。; COPYRIGHT KIPO 2013

著录项

  • 公开/公告号KR20130004798A

    专利类型

  • 公开/公告日2013-01-14

    原文格式PDF

  • 申请/专利权人 SIN IL CNI CO. LTD.;

    申请/专利号KR20110066078

  • 发明设计人 YOUN GI CHEOL;KIM SON KWON;

    申请日2011-07-04

  • 分类号E21D9/04;E21D9/06;

  • 国家 KR

  • 入库时间 2022-08-21 16:27:52

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