KR960002107Y1 - Spacer - Google Patents
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- Publication number
- KR960002107Y1 KR960002107Y1 KR2019900010739U KR900010739U KR960002107Y1 KR 960002107 Y1 KR960002107 Y1 KR 960002107Y1 KR 2019900010739 U KR2019900010739 U KR 2019900010739U KR 900010739 U KR900010739 U KR 900010739U KR 960002107 Y1 KR960002107 Y1 KR 960002107Y1
- Authority
- KR
- South Korea
- Prior art keywords
- reinforcing
- holder
- insertion groove
- concrete
- protrusion
- Prior art date
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
내용 없음.No content.
Description
제1도는 본 고안의 사시도1 is a perspective view of the present invention
제2도는 본 고안의 정면도2 is a front view of the present invention
제3도는 본 고안의 사용상태도3 is a state of use of the present invention
* 도면의 주요부분에 대한 부호의 설명* Explanation of symbols for main parts of the drawings
1 : 홀더 2 : 제1철근삽지공1 Holder 2 Rebar Insertion Work
3, 3' : 탄지편 4 : 제2철근 삽지홈3, 3 ': Tangji Pyeon 4: Second Rebar Insertion Groove
5, 5' : 탄지부 6 : 지지부5, 5 ': bullet part 6: support part
본 고안은 콘크리트 건축시공시 콘크리트구조물의 내부에 삽입되는 철근 심체를 고정시켜 주는 콘크리트용철근심체홀더에 관한 것으로 특히, 콘크리트기둥 또는 벽체와 바닥 또는 천정부분이 만나는 부위에 배근되는 철근 심체를 유동이 방지되면서 안정감있게 고정시켜줄 수 잇는 콘크리트용 철근 심체홀더를 제공하는데 그 목적이 있다.The present invention relates to a reinforced concrete core holder for fixing a reinforced core inserted into an interior of a concrete structure during concrete construction. In particular, the reinforcement core that is reinforced at a site where a concrete column or a wall meets a floor or a ceiling part is flowed. The purpose is to provide a reinforced steel core holder for concrete that can be secured while being prevented.
종래에는 상기 만나는 부위에서 직교하는 방향으로 배근되는 철근심체를 철사로 묶어서 배근했었기 때문에 배근 간격이 일정하지 못했을 뿐만아니라 시멘트몰탈의 타설시 몰탈의 압력에 의해서 유동될 우려가 많았으며 묶여진 상태가 견고하지 못하여 콘크리트구조물의 강도를 저하시키고 작업이 매우 번거로워 능률이 낮은 폐단이 있었다.Conventionally, because the reinforcing core cores arranged in the direction orthogonal to the direction where the meeting point is arranged with wires, the reinforcement spacing was not constant, and there was a high possibility of flow due to the pressure of the mortar when the cement mortar was poured, and the tied state was not firm. Due to the low strength of the concrete structure and the work was very cumbersome, there was a low efficiency.
본 고안은 상술한 바와 같은 종래의 문제점을 해결한 것인바 본 고안을 이하 예시도면에 의해 더욱 상세히 설명하면 다음과 같다.The present invention is to solve the conventional problems as described above bar If the present invention will be described in more detail by the following drawings.
외주에 보강돌기(1')가 있는 일정길이의 홀더(1)를 형성하되, 홀더(1)의 일측 중앙에는 제1철근삽지홈(2)을 형성하고 이 제1철근 삽지홈(2)의 상단에는 보강돌기(1')와 연결된 각각이 마주보는 2개의 탄지편(3)(3')을 연설하고, 상기 제1철근삽지홈(2)과 인접된 부위에서 직교하는 방향으로 제2철근삽지홈(4)을 형성하며, 이 제2철근삽지홈(4)의 개방단부에는 보강돌기(1')와 연결된 각각 마주보는 2개의 쐐기형 탄지부(5)(5')를 연설하고, 홀더(1)의 다른 일측에는 판상의 지지부(6)를 형성하여서된 것이다.A holder 1 having a predetermined length having a reinforcing protrusion 1 'is formed on an outer circumference thereof, and a first reinforcing steel insertion groove 2 is formed at the center of one side of the holder 1 and the first reinforcing steel insertion groove 2 is formed. At the upper end, two tangent pieces 3 and 3 ', which are connected to the reinforcing protrusion 1', face each other, and the second reinforcing bars are orthogonal to a portion adjacent to the first rebar insertion groove 2. The insertion groove 4 is formed, and two wedge-shaped finger portions 5 and 5 'facing each other connected to the reinforcing protrusion 1' are opened at the open end of the second reinforcing steel insertion groove 4, The other side of the holder 1 is to form a plate-like support (6).
도면중 미설명 부호 7, 7'는 콘크리트기둥 또는 벽체와 바닥 또는 천정부분에 배근되는 철근 심체, 8, 8'는 거푸집을 형성하는 판넬, 9는 시멘트몰탈층이다.In the drawings, reference numeral 7, 7 'is a reinforcing core to be reinforced on the concrete pillar or wall and floor or ceiling portion, 8, 8' is a panel forming a formwork, 9 is a cement mortar layer.
이와 같이 구성된 본 고안은 홀더(1)의 규격이 동일 성형품으로 구성되어 있어 직교하는 방향으로 각각 형성된 제1 및 제2철근 삽지홈(2)(4)에 콘크리트기둥 또는 벽체와 바닥 또는 천정부분에서 직교하는 방향으로 만나는 철근심체(7)(7')를 제3도에 예시된 바와 같이 상, 하, 좌, 우로 일정한 간격으로 견고하게 고정시켜 줄수 있기 때문에 시멘트몰탈을 타설시 시멘트몰탈의 압력에 의해서 유동될 우려가 없으므로 철근심체의 배근상태가 일정하고 강도 높은 콘크리트구조물을 만들 수 있으며 철근심체(7)(7')를 철사를 이용하여 손으로 묶어서 조립하던 종래에 비하여 배근작업이 매우 뛰어날 뿐만 아니라 인건비를 절약할 수 있는 경제적인 효과가 있는 유용한 고안이다.The present invention configured as described above has the dimensions of the holder (1) is composed of the same molded article in the concrete pillars or walls and floor or ceiling part in the first and second rebar insertion groove (2) (4) formed in the orthogonal direction, respectively As shown in FIG. 3, the reinforced cores 7 and 7 'which meet in the orthogonal direction can be firmly fixed at regular intervals in the up, down, left and right directions. Since there is no risk of flow by the reinforcement core, the reinforcement state of the reinforcement core is constant and high strength concrete structure can be made. Rather, it is a useful design that has an economic effect to save labor costs.
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR2019900010739U KR960002107Y1 (en) | 1990-07-21 | 1990-07-21 | Spacer |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR2019900010739U KR960002107Y1 (en) | 1990-07-21 | 1990-07-21 | Spacer |
Publications (2)
Publication Number | Publication Date |
---|---|
KR920002737U KR920002737U (en) | 1992-02-25 |
KR960002107Y1 true KR960002107Y1 (en) | 1996-03-14 |
Family
ID=19301300
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
KR2019900010739U KR960002107Y1 (en) | 1990-07-21 | 1990-07-21 | Spacer |
Country Status (1)
Country | Link |
---|---|
KR (1) | KR960002107Y1 (en) |
-
1990
- 1990-07-21 KR KR2019900010739U patent/KR960002107Y1/en not_active IP Right Cessation
Also Published As
Publication number | Publication date |
---|---|
KR920002737U (en) | 1992-02-25 |
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