KR200178202Y1 - Rebar pedestal - Google Patents
Rebar pedestal Download PDFInfo
- Publication number
- KR200178202Y1 KR200178202Y1 KR2019950016116U KR19950016116U KR200178202Y1 KR 200178202 Y1 KR200178202 Y1 KR 200178202Y1 KR 2019950016116 U KR2019950016116 U KR 2019950016116U KR 19950016116 U KR19950016116 U KR 19950016116U KR 200178202 Y1 KR200178202 Y1 KR 200178202Y1
- Authority
- KR
- South Korea
- Prior art keywords
- reinforcing bar
- reinforcing
- elastic wings
- reinforcement
- bar
- Prior art date
Links
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 title abstract description 8
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 57
- 230000001154 acute effect Effects 0.000 claims abstract description 3
- 230000002787 reinforcement Effects 0.000 abstract description 8
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 abstract description 6
- 229910000831 Steel Inorganic materials 0.000 abstract description 5
- 239000010959 steel Substances 0.000 abstract description 5
- 238000009415 formwork Methods 0.000 abstract description 4
- 229920003002 synthetic resin Polymers 0.000 abstract description 4
- 239000000057 synthetic resin Substances 0.000 abstract description 4
- 229910052742 iron Inorganic materials 0.000 abstract description 3
- 239000002184 metal Substances 0.000 abstract description 2
- 229910052751 metal Inorganic materials 0.000 abstract description 2
- 230000037431 insertion Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
본 고안은 거푸집위에 배치하는 철근이 거푸집 바닥으로부터 일정한 높이로 배치되게하는 철근 받침대에 관한 것으로, 철근 받침대에 있어서는, 받치는 철근이 유동되면 철근의 유동에 따라 받침대도 동반 유동되어 철근 받침대가 쓰러지는 일이 허다하다. 그리하여 철근 받침대를 철판등으로 형성시키는 경우에 있어서는 철편의 고탄력성을 이용한 철근 파지수단이 설치될 수 있었으나 합성수지제 철근 받침대에 있어서는 합성수지가 가지는 탄력성의 부족으로 철근의 파지수단 설치가 용이하지 아니하여 사실상 철근받침대에 철근을 파지하는 수단의 결합을 포기하고 있는 상태에 있으며, 따라서 철근의 요동으로 인한 철근 받침대의 전도는 어느 정도 인용되지 않으면 아니되는 실정에 있었다. 이에 본 고안은, 재치부(1)의 상부 양측에 넓은 면적의 탄력날개(2, 21)를 상하로 길게 설치하되, 양측 탄력날개(2, 21)사이의 거리를 철근의 직경보다 작게 형성시키며, 양측 탄력날개(2, 21)와 철근의 길이방향이 이루는 각도(A)가 예각이 되게 하고, 양측 탄력날개(2, 21)의 상단에 안내부(3, 31)를 형성시키므로서, 비록 철과 같은 금속에 비하여는 탄력성이 부족한 합성수지제 철근 받침대에 있어서도, 철근 받침대에 비교적 완강한 철근 파지수단을 설치할 수 있도록 하여 철근 받침대의 전도를 방지할 수 있게 한것임.The present invention relates to a reinforcing bar so that the reinforcing bar placed on the formwork is arranged at a constant height from the bottom of the formwork. In the reinforcing bar, when the supporting bar is flowed, the pedestal is also accompanied by the flow of the reinforcing bar so that the reinforcing bar falls Too many. Therefore, in the case of forming the reinforcing bar by steel plate, the reinforcing gripping means using the high elasticity of the iron piece could be installed. However, in the reinforcing bar made of synthetic resin, the reinforcing gripping means of the reinforcing bar was not easily installed due to the lack of elasticity The reinforcement of the reinforcing bar reinforcement due to the fluctuation of the reinforcing bar was inevitably given up. Thus, the present invention, while installing the elastic wings (2, 21) of a large area up and down on both sides of the upper portion of the mounting portion 1, forming a distance between the two elastic wings (2, 21) smaller than the diameter of the reinforcing bar By making the angle (A) formed between the two elastic wings (2, 21) and the longitudinal direction of the rebars acute, and forming the guides (3, 31) on the upper ends of the two elastic wings (2, 21), In the case of the reinforced steel pedestal made of synthetic resin, which is less resilient than the metal such as iron, it is possible to prevent the reinforcement of the reinforcing bar by installing a relatively rigid reinforcing device for the reinforcing bar.
Description
제1도는 본 고안의 일 실시예의 전체 사시도.1 is an overall perspective view of one embodiment of the present invention.
제2도는 본 고안의 일 실시예의 평면도.2 is a plan view of one embodiment of the present invention.
* 도면의 주요부분에 대한 부호의 설명* Explanation of symbols for main parts of the drawings
1 : 재치부 2, 21 : 탄력날개1: mounting part 2, 21: elastic wing
3, 31 : 안내부 4 : 기둥3, 31: guide part 4: pillar
10 : 철근 A : 탄력날개와 철근이 이루는 각도10: Rebar A: angle formed by the resilient wings and the rebar
본 고안은 거푸집위에 배치하는 철근이 거푸집 바닥으로부터 일정한 높이로 배치되게하는 철근 받침대에 관한 것으로, 받침대를 철근에 고정 시키므로서, 받치는 철근이 유동되더라도 철근받침대가 동반 유동되어 철근 받침대가 철근으로 부터 이탈되어 쓰러지는 일이 없도록 하여서된 철근 받침대를 제공하기 위한 것이다.The present invention relates to a reinforcing bar so that the reinforcing bar placed on the formwork is arranged at a certain height from the bottom of the formwork. The fixing of the reinforcing bar to the reinforcing bar makes the reinforcing bar move away from the reinforcing bar even if the supporting bar is flowed. It is to provide a reinforcing bar support so that it does not fall down.
철근 받침대에 있어서는, 받치는 철근이 유동되면 철근의 유동에 따라 받침대도 동반 유동되어 철근 받침대가 쓰러지는 일이 허다하다. 그리하여 철근 받침대를 철판등으로 형성시키는 경우에 있어서는 철편의 고탄력성을 이용한 철근 파지수단이 설치될 수 있었으나 합성수지제 철근 받침대에 있어서는 함성수지 자체가 가지는 탄력성이 적어 철근의 파지수단 설치가 용이하지 아니하여 사실상 철근받침대에 철근을 파지하는 수단의 결합을 포기하고 있는 상태에 있으며, 따라서 철근의 요동으로 인한 철근 받침대의 전도는 어느 정도 인용되지 않으면 아니되는 실정에 있었다. 이에 본 고안은, 철과 같은 금속에 비하여는 탄력성이 부족한 합성수지제 철근 받침대에 있어서도, 철근 받침대에 비교적 완강한 철근 파지수단을 설치할 수 있도록 하므로서 철근 받침대의 전도를 방지할 수 있게 하였다.In the reinforcing bar support, when the supporting bar flows, the pedestal also flows along with the reinforcing bar, and the reinforcing bar is often collapsed. Therefore, in the case of forming the reinforcing bar by steel plate, reinforcing gripping means using the high elasticity of the steel piece could be installed, but in the reinforcing bar made of synthetic resin, the resilient resin itself has little elasticity, so it is not easy to install the holding means of the steel bar. In fact, the reinforcement of the reinforcing bar reinforcement due to the fluctuation of the reinforcing bar reinforcement is being abandoned, so the reinforcement of the reinforcing bar in the reinforcing bar support has been abandoned. In this regard, the present invention, even in a synthetic resin reinforcing pedestal lacking elasticity compared to a metal such as iron, it is possible to prevent the fall of the reinforcing pedestal by allowing a relatively rigid reinforcing gripping means to be installed on the reinforcing pedestal.
이와같은 본 고안은 철근 받침대에 재치되는 철근을, 재치부의 양측에 형성시킨 넓은 면적의 양측 탄력날개 사이에 끼워지게 하되 양측 탄력날개 사이의 거리를 철근의 직경보다 작게 형성시키며, 양측 탄력날개를 철근의 길이방향으로 부터 30~80도 내외측으로 경사지게 형성시키며, 양측 탄력날개의 상단에 철근의 삽입이 용이하게 안내부를 형성시켜서 된 것으로 이와같은 본 고안을 첨부된 도면에 의하여 설명하면 다음과 같다.The present invention is such that the rebar mounted on the reinforcing bar is sandwiched between the two sides of the resilient wings formed on both sides of the mounting portion, but the distance between the two resilient wings is made smaller than the diameter of the reinforcing bar, both resilient wings 30 to 80 degrees from the longitudinal direction of the inward and outwardly formed, and the reinforcement of the reinforcing bars are formed on the upper end of the elastic wings on both sides as described in the accompanying drawings, the present invention as follows.
재치부(1)의 상부 양측에 넓은 면적의 탄력날개(2, 21)를 상하로 길게 설치하되, 양측 탄력날개 사이의 거리를 철근의 직경보다 작게 형성시키며, 양측 탄력날개(2, 21)와 철근의 길이방향이 이루는 각도(A)를 예각이 되게, 바람직하기로는 20~70도가 되게 형성시킨다. 양측 탄력날개(2, 21)의 상단에 철근(10)의 삽입이 용이하게 안내부(3, 31)를 형성시킨다.The elastic wings (2, 21) of a large area are installed on both sides of the upper part of the mounting part 1 vertically and long, and the distance between the elastic wings of both sides is made smaller than the diameter of the reinforcing bar, and both elastic wings (2, 21) and The angle A formed in the longitudinal direction of the reinforcing bar is formed to be an acute angle, preferably 20 to 70 degrees. Insertion of the reinforcing bar 10 on the upper end of both elastic wings (2, 21) to easily form the guide (3, 31).
이와같은 본 고안은 하나의 철근을 받쳐주는 철근받침대에 실시될 수도 있으나, +자형으로 교차하는 철근의 교차부위 저부를 받쳐주는 받침대에 실시되는 것이 더욱 바람직하다. 그리하여 첨부된 도면에는 +자형 철근 받침대에 있어서의 본 고안의 실시예가 도시되어 있다. 즉, +자형의 철근 재치부(1)가 형성된 받침대 본체에 철근(10)이 배근되는 방향으로, 또 철근을 파지할 수 있도록 다수개의 탄력날개(2, 21)를 설치하되, 이러한 탄력날개(2, 21)를 기둥(4)에 설치하므로서 탄력날개(2, 21)의 작용을 확실하게 한다.The present invention as described above may be carried out on a reinforcing bar supporting one reinforcing bar, but it is more preferable to be carried out on a pedestal supporting the bottom of the intersection portion of the reinforcing bar crosses + -shaped. Thus, in the accompanying drawings, an embodiment of the present invention in a + -shaped reinforcing bar is shown. That is, in the direction in which the reinforcing bars 10 are arranged in the reinforcing bar body in which the + -shaped rebar mounting unit 1 is formed, a plurality of resilient wings 2 and 21 are installed so as to grip the reinforcing bars. By installing the 2, 21 to the pillar (4) to ensure the action of the elastic wings (2, 21).
이와같이 구성된 본 고안은, 철근파지수단이 철근을 비교적 완강히 파지할 수 있게 하므로서 철근받침대가 전도되는 일을 방지할 수 있게 할 뿐 아니라, 철근파지수단의 설치가 비교적 용이하여 제조비용을 감소시킬 수 있는 효과가 있다.The present invention configured as described above allows the reinforcing gripping means to hold the reinforcing bars relatively firmly, thereby preventing the reinforcing bar from being inverted, and the installation of the reinforcing gripping means is relatively easy to reduce the manufacturing cost. It works.
Claims (1)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR2019950016116U KR200178202Y1 (en) | 1995-07-01 | 1995-07-01 | Rebar pedestal |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR2019950016116U KR200178202Y1 (en) | 1995-07-01 | 1995-07-01 | Rebar pedestal |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| KR970006004U KR970006004U (en) | 1997-02-21 |
| KR200178202Y1 true KR200178202Y1 (en) | 2000-05-01 |
Family
ID=19417382
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR2019950016116U KR200178202Y1 (en) | 1995-07-01 | 1995-07-01 | Rebar pedestal |
Country Status (1)
| Country | Link |
|---|---|
| KR (1) | KR200178202Y1 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101054536B1 (en) * | 2009-05-11 | 2011-08-04 | 박수부 | Prefabricated Rebar Support |
| KR102320167B1 (en) * | 2021-03-12 | 2021-11-02 | 중산하이픽스 주식회사 | Reinforcing bar Pedestal |
-
1995
- 1995-07-01 KR KR2019950016116U patent/KR200178202Y1/en not_active IP Right Cessation
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101054536B1 (en) * | 2009-05-11 | 2011-08-04 | 박수부 | Prefabricated Rebar Support |
| KR102320167B1 (en) * | 2021-03-12 | 2021-11-02 | 중산하이픽스 주식회사 | Reinforcing bar Pedestal |
Also Published As
| Publication number | Publication date |
|---|---|
| KR970006004U (en) | 1997-02-21 |
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