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UNDERGROUND WALL BODY CONSTRUCTION FRAME AND UNDERGROUND STRUCTURE CONSTRUCTION METHOD USING SAME

机译:地下墙体施工框架及采用相同方法的地下结构施工方法

摘要

The present invention relates to an underground wall body construction frame and an underground structure construction method using the same, and more specifically, to an underground wall body construction frame and an underground structure construction method using the same, wherein, during an underground structure construction using a top-down method, an underground wall body construction frame is used such that the earth pressure of a rear surface of underground earth retaining wall body can be delivered to an interlayer slab, thereby reducing a construction error and the like which are inevitably generated during the construction of the earth retaining wall body and the interlayer slab. According to one desirable embodiment, the underground wall body construction frame comprises: a support angle having an L-shaped cross section, which is composed of a horizontal unit and a vertical unit which is vertically extended from one side of the horizontal unit; a mounting member which is located at the other side of the support angle after being spaced by a predetermined distance therefrom, and is composed of a horizontal support plate and a support unit configured in a vertical direction at a central portion in a width direction of the support plate; a net body of a net shape with a predetermined size, of which both end units in a width direction are individually mounted on and coupled to the horizontal unit of the support angle and one side of the support plate of the mounting member; and a plurality of vertical reinforcing bar penetration members which are composed of a tubular body having a penetration hole after the inside in a longitudinal direction is penetrated or a lightweight body of a predetermined length, and are configured in a vertical direction at an upper portion of the net body in order to come in contact with the vertical unit of the mounting member at a predetermined interval in a longitudinal direction.;COPYRIGHT KIPO 2020
机译:地下墙体施工框架及其地下结构的施工方法技术领域本发明涉及一种地下墙体施工框架及其地下结构的施工方法,特别是涉及一种地下墙体施工框架及其地下结构的施工方法。自上而下的方法,使用地下墙体施工框架,使得地下挡土墙体后表面的土压力可以传递到夹层板上,从而减少了施工过程中不可避免地产生的施工误差等。挡土墙体和夹层板的施工。根据一个优选实施例,地下墙体施工框架包括:具有L形横截面的支撑角,该支撑角由水平单元和从水平单元的一侧垂直延伸的垂直单元组成;安装构件,其在与支撑角隔开预定距离之后位于支撑角的另一侧,并且由水平支撑板和在垂直方向上配置在支撑角的宽度方向上的中央部分的支撑单元组成。支撑板具有预定尺寸的网状的网状体,其宽度方向上的两个端部单元分别安装在支撑角的水平单元和安装构件的支撑板的一侧上并与之耦接。多个垂直加强杆贯穿构件,其由在长度方向上的内部贯穿后具有贯穿孔的筒状体或规定长度的轻量化体构成,并在上下方向上配置于其上部。网体,以便在纵向上以预定间隔与安装构件的垂直单元接触。; COPYRIGHT KIPO 2020

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