公开(公告)号：KR200234601Y1

公开(公告)日：2001-10-06

申请号：KR2020010006116

申请日：2001-03-07

Applicant: (주)한미글로벌건축사사무소

Inventor： 조정민

IPC: E04B1/21

Abstract: 본 고안은 콘크리트 구조물을 벽체와 같은 수직부재와 슬라브와 같은 수평부재를 분리하여 타설하는 경우 이음부분을 견고히 결합하고 설치작업을 용이하게 할 수 있도록 망상으로 형성된 박스에 관한 것이다.
본 고안은 전체적으로 육면체의 형상으로 구멍이 촘촘히 뚫려있고 6개의 면중에서 일면이 오픈되어 형성되는 망상형의 철재 박스(11), 상기 오픈된 면을 막는 덮개(12)를 포함하여 구성된다. 본 고안은 망상의 철판을 절곡하여 형성되기 때문에 다우얼 바(40)를 설치할 때 간단한 절단 공구로써 상기 다우얼 바(40)를 끼울 구멍을 형성하기가 용이하고 다우얼 바(40)와 다우얼 박스(10)의 설치순서에 관계없이 용이하게 설치할 수 있으며 벽체 콘크리트가 타설된 후 박스 후면의 콘크리트의 타설 상태를 유관으로 점검할 수 있어 구조적 하자를 예방하기에도 용이하고 망상의 개별 구멍에서 시멘트 페이스트가 유입되어 자연스럽게 엠보싱이 형성됨으로써 후속 공정인 슬라브 콘크리트와 접합력 증대에 기여할 수 있는 장점이 있다. 그리고 상기 망상형 철판은 보나 슬라브를 끊어칠 때 이용하는 리브 라쓰(rib lath)를 사용하여 쉽게 제작할 수 있고 가격 또한 저렴하다.

公开(公告)号：KR1020090029993A

公开(公告)日：2009-03-24

申请号：KR1020070095241

申请日：2007-09-19

Applicant: (주)한미글로벌건축사사무소

Inventor： 조정민

IPC: E02D29/045 ,  E02D17/04 ,  E02D17/08

CPC classification number: E02D29/045 ,  E02D17/04 ,  E02D17/083 ,  E02D2200/12 ,  E02D2250/0023

Abstract: Underground structure and the underground structure method of construction using the retaining wall are provided that the reduction of construction period and execution control are facilitated. An underground structure comprises a retaining wall(100), a main body column of the structure body which is under construction in the space inside part which the retaining wall forms, a horizontal bracket(300) combined in the soldier pile(110) of the retaining wall; a support beam(400) installed according to the longitudinal direction of the retaining wall, a steel beam(500) in which one end is installed on the top of the cap beam, and which is combined in the vertical member in which the other end is adjacent, a deck plate(600) consisting of a first border and a second border, a slab concrete(700) poured on the deck plate, a retention wall consisting of the concrete poured in the retaining wall, the first border and the space which the second border forms.

Abstract translation: 提供了使用挡土墙的地下结构和地下结构施工方法，使施工周期的减少和执行控制得到了实现。 一种地下结构，包括一个挡土墙（100），一个结构体主体柱，该主体柱在构造在挡土墙形成的空间内部的一个正在建造中，一个水平托架（300）组合在 挡土墙; 根据挡土墙的长度方向安装的支撑梁（400），一端安装在盖梁顶部的钢梁（500），并组合在垂直构件中，另一端 毗邻的是由第一边界和第二边界组成的甲板板（600），倾倒在甲板上的板坯混凝土（700），由浇注在挡土墙中的混凝土组成的保持壁，第一边界和空间 第二个边界形成。

公开(公告)号：KR100386227B1

公开(公告)日：2003-06-12

申请号：KR1020000076287

申请日：2000-12-14

Applicant: (주)한미글로벌건축사사무소

Inventor： 조정민

IPC: E04B1/21

Abstract: PURPOSE: Provided is a network form box to rigidly bind joint portions and to confirm easily installation when separately introducing into vertical and horizontal components such as wall and slab, respectively. CONSTITUTION: The network form box comprises an iron box provided a number of holes through hexagonal side walls; and a cover to close the opened side. The box is prepared of network form iron sheet after being bent and includes a dowel bar(40) to be inserted into any hole formed in the bent box. The hole of the box has a size of 15mm¬2-140mm¬2 and the cover may be prepared of wood, PVC, iron materials. The iron box is produced by several steps, especially, of inserting the dowel bar(40) into the hole in the box; and introducing concrete into a cast of a wall body(50); arranging slab reinforcement bars(70) and connecting the bars(70) to the dowel bar(40); and forming a slab(60) by introducing and curing concrete.

Abstract translation: 目的：提供了一种网络形式的盒子，用于刚性地固定接合部分，并且当分别引入垂直和水平部件（例如墙壁和平板）时确定容易安装。 组成：网络形式的盒子包括一个铁盒子，它有六角形侧壁上的许多孔; 和一个盖子关闭打开的一面。 该盒子在弯曲后由网状铁片制成，并且包括一个可插入弯曲盒子中形成的任何孔中的定位杆（40）。 盒子的孔大小为15mm，不是2-140mm＆2;盖子可以用木头，PVC，铁材料制成。 铁盒由多个步骤制成，特别是将销钉杆（40）插入盒子的孔中; 并将混凝土引入墙体（50）的铸件中; 布置板条加强杆（70）并将杆（70）连接到所述传力杆（40）; 并且通过引入和固化混凝土来形成平板（60）。

公开(公告)号：KR1020020046404A

公开(公告)日：2002-06-21

申请号：KR1020000076287

申请日：2000-12-14

Applicant: (주)한미글로벌건축사사무소

Inventor： 조정민

IPC: E04B1/21

CPC classification number: E04B1/483 ,  E04B1/20

Abstract: PURPOSE: Provided is a network form box to rigidly bind joint portions and to confirm easily installation when separately introducing into vertical and horizontal components such as wall and slab, respectively. CONSTITUTION: The network form box comprises an iron box provided a number of holes through hexagonal side walls; and a cover to close the opened side. The box is prepared of network form iron sheet after being bent and includes a dowel bar(40) to be inserted into any hole formed in the bent box. The hole of the box has a size of 15mm¬2-140mm¬2 and the cover may be prepared of wood, PVC, iron materials. The iron box is produced by several steps, especially, of inserting the dowel bar(40) into the hole in the box; and introducing concrete into a cast of a wall body(50); arranging slab reinforcement bars(70) and connecting the bars(70) to the dowel bar(40); and forming a slab(60) by introducing and curing concrete.

Abstract translation: 目的：提供一种网形盒，可以分别将墙壁和板坯分别引入垂直和水平部件，刚性地结合接合部分，并确保容易安装。 构成：网格盒包括一个通过六边形侧壁设置多个孔的铁盒; 和盖子关闭打开的一面。 该箱子被弯曲后制成网状铁板，并包括插入到弯曲箱中形成的任何孔中的定位杆（40）。 箱子的孔尺寸为15mm〜2〜140mm-2，盖子可以由木材，PVC，铁材料制成。 铁盒由几个步骤制成，特别是将定位杆（40）插入箱体的孔中; 并将混凝土引入墙体（50）的铸件中; 布置板材加强杆（70）并将杆（70）连接到销钉杆（40）; 并通过引入和固化混凝土来形成板坯（60）。