公开(公告)号：KR100383268B1

公开(公告)日：2003-05-12

申请号：KR1020000040671

申请日：2000-07-14

Applicant: 조재형

Inventor： 윤광섭 ,  전금석

IPC: E02D29/045

Abstract: PURPOSE: A method for constructing underground structure using permanent structural member of building as sheeting strut is provided to shorten the term of works, to reduce construction expenses, to execute underground excavation works easily and to exclude a correction work of post clearance. CONSTITUTION: The method for constructing underground structure using permanent structural member of building as sheeting strut comprises the steps of: installing a retaining wall(4) along the border of a building and driving a center pile in the position of a building column according to a sectional plan; after primary pit excavation, fixing and installing a steel bracket(24) for supporting a primary wall girder mold form and placing a girder in the retaining wall(4); erecting a mold form(10) for molding a primary wall girder on the steel bracket(24); placing a girder(20), whose one end is fixed with a shear connector(28) for the wall girder, to place in the mold form(10) for molding a primary wall girder, and fixing the other end of the girder(20) to a center pile or a girder; arranging a reinforcing bar in the mold form for the primary wall girder; placing concrete in the mold form to be buried together with the shear connector(28) to connect a retaining wall(4), a wall girder(18) and a girder(20) in one; and repeating above processes as many as the number of the necessary basement.

Abstract translation: 目的：提供一种利用建筑物的永久性构件作为薄板撑杆来构建地下结构的方法，以缩短工期，降低施工费用，容易地执行地下开挖工程，并且排除了通关后的修正工作。 本发明涉及一种用建筑物的永久结构构件构成地下结构的方法，该方法包括以下步骤：沿建筑物的边界安装挡土墙（4），并根据建筑物的位置在建筑物柱的位置上驱动中心桩 截面图; 在主坑挖掘后，固定并安装用于支承主墙梁模具模型并将梁安置在挡土墙（4）中的钢支架（24）; 竖立用于模制所述钢支架（24）上的主壁梁的模具（10）; 将其一端固定有用于墙梁的剪力连接器（28）的梁（20）放置在用于模制主墙梁的模型（10）中，并且将梁的另一端（20） ）中心桩或梁; 在用于主壁梁的模具中布置钢筋; 将混凝土放入模具中与剪力连接器（28）一起埋设，以将挡土墙（4），墙梁（18）和梁（20）连接成一体; 并重复上述与必要地下室数量相同的过程。

公开(公告)号：KR1020020007521A

公开(公告)日：2002-01-29

申请号：KR1020000040671

申请日：2000-07-14

Applicant: 조재형

Inventor： 윤광섭 ,  전금석

IPC: E02D29/045

CPC classification number: E02D29/055 ,  E02D17/04 ,  E02D2250/0007 ,  E02D2300/002 ,  E02D2600/20

Abstract: PURPOSE: A method for constructing underground structure using permanent structural member of building as sheeting strut is provided to shorten the term of works, to reduce construction expenses, to execute underground excavation works easily and to exclude a correction work of post clearance. CONSTITUTION: The method for constructing underground structure using permanent structural member of building as sheeting strut comprises the steps of: installing a retaining wall(4) along the border of a building and driving a center pile in the position of a building column according to a sectional plan; after primary pit excavation, fixing and installing a steel bracket(24) for supporting a primary wall girder mold form and placing a girder in the retaining wall(4); erecting a mold form(10) for molding a primary wall girder on the steel bracket(24); placing a girder(20), whose one end is fixed with a shear connector(28) for the wall girder, to place in the mold form(10) for molding a primary wall girder, and fixing the other end of the girder(20) to a center pile or a girder; arranging a reinforcing bar in the mold form for the primary wall girder; placing concrete in the mold form to be buried together with the shear connector(28) to connect a retaining wall(4), a wall girder(18) and a girder(20) in one; and repeating above processes as many as the number of the necessary basement.

Abstract translation: 目的：提供一种使用建筑永久性结构构件作为承重支撑构筑地下结构的方法，以缩短工期，减少施工费用，轻松执行地下开挖工程，排除岗位清理纠正工作。 构成：使用建筑物永久性结构构件作为承载支柱构造地下结构的方法包括以下步骤：沿着建筑物的边界安装挡土墙（4），并根据建筑物的柱体将中心桩驱动在建筑物柱的位置 剖面图 在主坑开挖后，固定和安装用于支撑主壁梁模具形状并将梁放置在挡土墙（4）中的钢托架（24）; 竖立用于在钢托架（24）上模制主壁梁的模具形式（10）; 将一端固定有用于墙梁的剪切连接器（28）的梁（20）放置在用于模制主壁梁的模具形式（10）中，并将梁的另一端（20 ）到中心桩或大梁; 在模具形式中为主壁梁设置钢筋; 将混凝土置于模具形式中以与剪切连接器（28）一起被埋在一起，以将挡土墙（4），壁梁（18）和一个梁（20）连接在一起; 并重复上述与必要地下室数量相同的处理。