KR200370186Y1 - Long bar type spacer - Google Patents
Long bar type spacer Download PDFInfo
- Publication number
- KR200370186Y1 KR200370186Y1 KR20-2004-0026502U KR20040026502U KR200370186Y1 KR 200370186 Y1 KR200370186 Y1 KR 200370186Y1 KR 20040026502 U KR20040026502 U KR 20040026502U KR 200370186 Y1 KR200370186 Y1 KR 200370186Y1
- Authority
- KR
- South Korea
- Prior art keywords
- support
- reinforcing bar
- leg
- long bar
- bending
- Prior art date
Links
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
- E04C5/18—Spacers of metal or substantially of metal
-
- 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
- E04C5/168—Spacers connecting parts for reinforcements and spacing the reinforcements from the form
-
- 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
- E04C5/20—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups of material other than metal or with only additional metal parts, e.g. concrete or plastics spacers with metal binding wires
- E04C5/201—Spacer blocks with embedded separate holding wire or clips
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
본 고안은 건조물의 천정이나 바닥면을 시공할 때 철근 받침으로 사용되는 긴막대형 철근받침에 관한 것으로 특히 긴막대에 설치한 다리를 외측 방향으로 구부려 하근받침을 형성시켜서된 철근받침의 개량에 관한 것이다. 이와 같은 철근받침은 하근받침을 설치한 다리가 외방으로 벌어져 제 기능을 충분히 수행하지 못하는 일이 흔한 결점이 있었던 것이다. 이에 본 고안은 외측 방향으로 구부려 형성시킨 하근받침의 받침부 직하부에 별도의 기둥을 설치함으로서, 이 기둥이 하근받침의 받침부에 올려지는 철근의 하중을 지탱케 하여 다리가 외방으로 벌어지는 것을 방지한 것임.The present invention relates to a long bar type reinforcing bar used as a reinforcing bar when constructing a ceiling or floor of a building, and more particularly, to an improvement of a reinforcing bar support by bending a leg installed on a long bar to an outward direction. . Such a reinforcing bar support is a common defect that the legs installed in the lower reinforcement is open to the outside does not fully perform its function. The present invention is to install a separate pillar directly under the support portion of the lower back support formed by bending in the outward direction, to support the load of the reinforcing bar to be raised on the support portion of the lower back support to prevent the legs from spreading outward One.
Description
본 고안은 건조물의 천정이나 바닥면을 시공할 때 철근 받침으로 사용되는 긴막대형 철근받침에 관한 것으로, 특히, 긴막대에 설치한 다리를 외측 방향으로 구부려 하근받침을 형성시켜서된 철근받침의 개량에 관한 것이다.The present invention relates to a long rod-type reinforcing bar used as a reinforcing bar when constructing a ceiling or floor of a building, and particularly, to improve the reinforcing bar supporting by forming a lower backing bar by bending a leg installed in the long bar to the outside. It is about.
긴막대형 철근받침대로서 긴막대에 설치한 다리에 하근받침을 형성시켜서 된 철근받침대는 본인의 실용신안등록 제20-0270125호로 개발된 바 있으며, 이를 기초로, 긴막대에 설치한 다리에 하근받침을 설치하되 다리의 한쪽을 외측 방향으로 구부려 하근받침을 형성시킨 철근받침대가 실용신안등록 제20-0305351호가 개시된 바 있다. 그런데, 다리를 외측 방향으로 구부려 다리에 하근받침부를 형성시킨 철근받침은 하근받침을 설치한 다리가 외방으로 벌어져 제 기능을 충분히 수행하지 못하는 일이 흔한 결점이 있었던 것이다.The reinforcing bar support, which was formed by forming a reinforcement support on the leg installed on the long bar as a long bar type reinforcing bar support, was developed by Korea Utility Model Registration No. 20-0270125, and based on this, the reinforcing bar support on the leg installed on the long bar Utility model registration No. 20-0305351 has been disclosed, which is installed, but the reinforcing bar is formed by bending one side of the leg outward to form a lower back support. By the way, the reinforcing bar support is formed by bending the leg in the outward direction to form the lower back support on the leg was a common defect that the leg is installed in the lower back support is not enough to perform the proper function.
이는 천정이나 바닥에 철근을 배설하고 거푸집과 철근이 일정한 간격(space)을 유지하도록 철근 받침을 설치한 후, 그 위에 콘크리트를 타설하는 경우, 작업자는 물론 심지어 수레까지 철근받침대로 괸 철근 위를 밟고 다니는 일이 보통이었기 때문이다.This is done by placing rebar on the ceiling or floor, installing reinforcing bars so that the formwork and rebars have a constant space, and then placing concrete on them, stepping on the reinforcing bars of workers and even wagons. Because attending was common.
이에 본 고안은 외측 방향으로 구부려 형성시킨 하근받침의 받침부 직하부에별도의 기둥을 설치함으로서, 이 기둥이 하근받침의 받침부에 올려지는 철근의 하중을 지탱케하여 하근받침을 설치한 다리가 외방으로 벌어지는 것이 방지되게 한 것인 바, 이와 같은 본 고안을 첨부된 도면에 의해서 설명하면 다음과 같다.Therefore, the present invention installs a separate column directly under the supporting part of the lower back support formed by bending in the outward direction, so that the leg supports the load of the reinforcing bar placed on the supporting part of the lower back support so that the lower leg support is installed. It is to be prevented from going outwards, this invention is described by the accompanying drawings as follows.
도 1 은 본 고안의 일 실시예의 일부 발췌 사시도1 is a partial perspective view of an embodiment of the present invention
도 2 는 제1도에 도시된 실시예의 단면도2 is a cross-sectional view of the embodiment shown in FIG.
도 3 은 본 고안의 다른 실시예의 일부 발췌 단면도3 is a partial cross-sectional view of another embodiment of the present invention
도 4 는 본 고안의 또 다른 실시예의 일부 발췌 단면도Figure 4 is a partial cross-sectional view of another embodiment of the present invention
<도면의 주요 부분에 대한 부호의 설명><Explanation of symbols for the main parts of the drawings>
1......... 긴막대1 ......... long rod
2......... 다리2 ......... legs
3......... 하근받침3 .........
31........ 받침부31 ........
4......... 기둥4 ......... Pillars
5 ........ 방청커버5 ........ Antirust cover
본 고안은 긴막대(1)와 그 저부에 설치한 다리(2) 및 다리(2)에 설치된 하근받침(3)으로 구성되고 하근받침(3)의 받침부(31)가 다리(2)를 외방으로 구부려 형성시켜서 된 것에 있어서, 받침부(31)의 저부, 바람직하게는 직하부에 기둥(4)을 설치하여 구성시킨다.The present invention consists of a long rod (1) and the leg (2) installed on the bottom and the lower leg support (3) installed on the leg (2), the support portion 31 of the lower leg support (3) is the leg (2) In what is formed by bending outward, the pillar 4 is provided in the bottom part of the base part 31, Preferably it is directly underneath.
기둥(4)은 받침부(31)에 결합되어 자의로 빠져나가지 아니하게 받침부(31)에 억지끼움식으로 설치되는 것이 바람직하다. 그러나, 받침부(31)에 설치되는 기둥은 다리(2)의 저부에 설치되는 방청커버(5)에 연결부(6)로 연결시켜 방청커버(5)와 일체로 형성시킬 수 있다. 이와 같은 경우 받침부(31)와 기둥(4)의 억지끼움 필요성은 감소된다. 기둥(4)의 하단은 이를 첨부된 도면 도1에 도시된 바와 같이 두 개로 분할 구성시킬 수 있다. 이는 기둥(4)을 합성수지로 형성시키는 경우 콘크리트에 발생하게되는 공극부를 소형화시키기 위함이다.The pillar 4 is preferably coupled to the supporting portion 31 is installed in the fitting portion 31 so as not to escape freely. However, the pillars installed on the supporting part 31 may be connected to the antirust cover 5 installed at the bottom of the leg 2 by the connection part 6 to be integrally formed with the antirust cover 5. In this case, the need for interference fitting of the support part 31 and the pillar 4 is reduced. The lower end of the pillar 4 may be divided into two as shown in Figure 1 attached to the accompanying drawings. This is to miniaturize the voids generated in the concrete when the column 4 is formed of synthetic resin.
본 고안은 첨부된 도면 도 4 에 도시된 바와 같이 다리(2)를 형성시킴에 있어서 받침부(31) 이하를 생략하여 형성시킬 수 있다.The present invention may be formed by omitting the support portion 31 or less in forming the leg 2 as shown in FIG. 4.
위와 같은 본 고안은, 기둥(4)이 하근받침(3)의 받침부(31)에 올려지는 철근의 하중을 지탱케하여 하근받침(3)을 설치한 다리(2)가 외방으로 벌어지는 것을 방지하는 효과가 있다.The present invention as described above, the column (4) to support the load of the reinforcing bar to be raised on the support portion 31 of the lower back support (3) to prevent the leg (2) provided with the lower back support (3) to spread outward It is effective.
Claims (2)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR20-2004-0026502U KR200370186Y1 (en) | 2004-09-15 | 2004-09-15 | Long bar type spacer |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR20-2004-0026502U KR200370186Y1 (en) | 2004-09-15 | 2004-09-15 | Long bar type spacer |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| KR200370186Y1 true KR200370186Y1 (en) | 2004-12-14 |
Family
ID=49442642
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR20-2004-0026502U KR200370186Y1 (en) | 2004-09-15 | 2004-09-15 | Long bar type spacer |
Country Status (1)
| Country | Link |
|---|---|
| KR (1) | KR200370186Y1 (en) |
-
2004
- 2004-09-15 KR KR20-2004-0026502U patent/KR200370186Y1/en not_active IP Right Cessation
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| REGI | Registration of establishment | ||
| T201 | Request for technology evaluation of utility model | ||
| EXTG | Extinguishment | ||
| T601 | Decision on revocation of utility model registration |