KR100331085B1 - Slab panel for concrete structure - Google Patents
Slab panel for concrete structure Download PDFInfo
- Publication number
- KR100331085B1 KR100331085B1 KR1019990017642A KR19990017642A KR100331085B1 KR 100331085 B1 KR100331085 B1 KR 100331085B1 KR 1019990017642 A KR1019990017642 A KR 1019990017642A KR 19990017642 A KR19990017642 A KR 19990017642A KR 100331085 B1 KR100331085 B1 KR 100331085B1
- Authority
- KR
- South Korea
- Prior art keywords
- slab plate
- concrete
- slab
- concrete structure
- coupling means
- Prior art date
Links
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 8
- 238000003780 insertion Methods 0.000 claims description 21
- 230000037431 insertion Effects 0.000 claims description 21
- 230000008878 coupling Effects 0.000 claims description 16
- 238000010168 coupling process Methods 0.000 claims description 16
- 238000005859 coupling reaction Methods 0.000 claims description 16
- 230000002787 reinforcement Effects 0.000 claims description 8
- 238000000034 method Methods 0.000 claims 2
- 238000009415 formwork Methods 0.000 abstract description 7
- 238000009434 installation Methods 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 238000009833 condensation Methods 0.000 description 1
- 230000005494 condensation Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
- E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
- E04B5/40—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element with metal form-slabs
Abstract
본 발명은 콘크리트 구조물 시공시 거푸집 및 철근 대용물로 사용되는 콘크리트 구조물용 슬래브판에 관한 것으로, 특히 콘크리트 구조물에 대한 하중 강도를 보강하게 개선함과 동시에 설치가 간편하도록 한 콘크리트 구조물용 슬래브판에 관한 것이다.The present invention relates to a slab plate for a concrete structure used as a formwork and reinforcing substitute when constructing a concrete structure, and more particularly, to a slab plate for a concrete structure to improve the load strength for the concrete structure and to simplify the installation. will be.
Description
본 발명은 콘크리트 구조물 시공시 거푸집 및 철근 대용물로 사용되는 콘크리트 구조물용 슬래브판에 관한 것으로, 특히 콘크리트 구조물에 대한 하중 강도를 보강하게 개선함과 동시에 설치가 간편하도록 한 콘크리트 구조물용 슬래브판에 관한 것이다.The present invention relates to a slab plate for a concrete structure used as a formwork and reinforcing substitute when constructing a concrete structure, and more particularly, to a slab plate for a concrete structure to improve the load strength for the concrete structure and to simplify the installation. will be.
일반적으로 건축에서 거푸집은 콘크리트 부어넣기 작업과 응결 경화하는 동안 형상과 치수로 유지시켜 그 경화에 필요한 수분의 누출을 방지하고 외기의 영향을 받지 않게 하는 콘크리트 부재를 성형하는 주형이다.In construction, formwork is generally a mold for molding concrete members that are retained in shape and dimensions during concrete pouring and condensation hardening to prevent the leakage of moisture required for the hardening and to avoid the influence of outside air.
거푸집은 콘크리트 중량, 작업하중, 충격 및 콘크리트의 측압에 견디고 뒤틀림, 처짐 등의 변형이 생기지 않아야 하며, 그 재료에는 크게 목재와 철재 및 이를 혼용하는 경우가 있다.Formwork must withstand the weight of concrete, working load, impact and side pressure of concrete, not to be deformed by warping, deflection, etc. The material may be mixed with wood and steel.
이러한 거푸집을 이용한 건축물 구조체에서 슬래브는 바닥이나 지붕을 콘크리트로 양생하여 소정 높이의 판형구조를 이루는 것인바, 슬래브의 고정 및 적재하중, 뒤틀림, 처짐에 대한 안전한 강도가 요구된다.In the building structure using the formwork slab is to form a plate-shaped structure of a predetermined height by curing the floor or the roof with concrete, it is required to secure the strength of the slab fixed and loading load, warping, sag.
뿐만 아니라 현장에서 시공되는 만큼 공기의 단축, 공사비의 절감 등이 요구된다.In addition, as it is constructed on-site, it is required to shorten air and reduce construction costs.
그런데 종래의 슬래브용 거푸집은 철근 및 목재가 각각 분리되어 있을 뿐만 아니라 현장 요구시점에 맞추어 설치해야 하므로 현장 작업이 많아져 공기(工期)가 길고, 피복 두께에 비해 콘크리트의 손실이 커서 공사비의 상승을 초래하는 문제점이 있다.However, the conventional slab formwork is not only separate the reinforcing bar and wood, but also must be installed in accordance with the site demand point, so the field work is increased, the air is long, and the loss of concrete is large compared to the thickness of the coating. There is a problem that results.
따라서 본 발명은 상기와 같은 문제점을 해결코자 하는 것으로, 거푸집 및 보강된 철근 대용물로 사용 가능하도록 함과 동시에 설치가 간편하도록 한 콘크리트 구조물용 슬래브판을 제공함에 그 목적이 있다.Therefore, an object of the present invention is to provide a slab plate for a concrete structure that can be used as a formwork and reinforced reinforcing substitutes and at the same time easy to install.
상기 목적을 달성하기 위한 수단으로,As a means for achieving the above object,
본 발명은 상부에 현장 콘크리트가 타설되는 콘크리트 구조물용 슬래브판에 있어서, 양측단에 형성된 결합수단을 매개로 대응되게 연속으로 연결 가능하게 함과 동시에 그 사이에 일정 간격을 유지하며 양측으로 수평 절곡된 이음 보강부를 매개로 상부에 평탄부를 연속하여 형성한 것을 특징으로 한다.The present invention in the slab plate for the concrete structure on which the site concrete is poured on the top, while being able to connect correspondingly continuously through the coupling means formed on both ends and at the same time while maintaining a constant gap therebetween horizontally bent on both sides It characterized in that the flat portion is formed continuously in the upper portion via the joint reinforcement.
도 1은 본 발명의 콘크리트 구조물용 슬래브판 구조도.1 is a slab plate structural diagram of a concrete structure of the present invention.
도 2는 본 발명의 설치상태도.2 is an installation state of the present invention.
도 3은 본 발명의 제 1 실시예도.Figure 3 is a first embodiment of the present invention.
도 4는 본 발명의 제 2 실시예도.Figure 4 is a second embodiment of the present invention.
도 5는 본 발명의 제 3 실시예도.5 is a third embodiment of the present invention.
*도면의 주요부분에 대한 부호의 설명* Explanation of symbols for main parts of the drawings
10: 슬라브판 11: 삽입편10: slab plate 11: insertion piece
12: 삽입부 13: 평탄부12: insertion part 13: flat part
14: 이음 보강부 15: 도브테일 홈14: joint reinforcement 15: dovetail groove
16: 돌출부16: protrusion
이하에서 첨부된 도면을 참조로 본 발명을 상세히 설명하면 다음과 같다.Hereinafter, the present invention will be described in detail with reference to the accompanying drawings.
도 1에 도시된 바와같이, 상부에 현장 콘크리트가 타설되는 콘크리트 구조물용 슬래브판(10)에 있어서,As shown in Figure 1, in the slab plate 10 for a concrete structure in which the site concrete is poured on top,
상기 슬래브판(10)을 매개로 연속으로 연결하게 슬래브판 양측에 결합수단을 형성하고,Coupling means are formed on both sides of the slab plate to connect continuously through the slab plate 10,
상기 결합수단 사이에 상부가 평탄한 평탄부(13)를 다수개 형성함과 동시에 일정 간격으로 양단이 밀착되어 수직으로 입설되고 다시 양측 수평방향으로 절곡된 이음 보강부(14)를 일정개수 형성하며,While forming a plurality of flat portions 13 having a flat upper portion between the coupling means and both ends are in close contact with each other at a predetermined interval to form a certain number of joint reinforcement portions 14 vertically placed and bent in both horizontal directions again.
상기 이음 보강부(14) 사이에 위치하는 평탄부(13)에는 행거 취부구를 삽입 결합하는 도브테일 홈(15)을 형성하고,A flat portion 13 positioned between the joint reinforcing portions 14 forms a dovetail groove 15 for inserting and engaging a hanger mounting hole.
콘크리트 타설시 슬래브판(10)과의 접착이 용이하도록 상기 평탄부에 슬라이드형 돌출부(16)를 다수개 설치한 구조를 갖는다.It has a structure in which a plurality of slide-type protrusions 16 are provided in the flat portion to facilitate adhesion with the slab plate 10 during concrete pouring.
즉, 슬래브판(10)은 결합수단으로써 일측단에 내측으로 절곡된 후크형의 삽입편(11)을 형성함과 동시에 타단측에 이 삽입편(11)을 탄력적으로 끼움할 수 있도록 하는 삽입부(12)를 결합수단으로써 구비되어 이들 슬래브판(10)을 매개로 대응되게 연속적으로 연결가능하게 되어 있다.That is, the slab plate 10 is an insertion portion for forming the hook-shaped insertion piece 11 bent inwardly at one end as a joining means, and at the same time elastically fitting the insertion piece 11 to the other end side. (12) is provided as a joining means, and it is possible to continuously connect correspondingly through these slab plates (10).
그리고 상기 결합수단인 삽입편(11)과 삽입부(12) 사이에 상부가 평탄한 평탄부(13)를 다수개 형성함과 동시에 일정 간격으로 양단이 밀착되어 수직으로 입설되어 양측으로 절곡된 이음 보강부(14)가 구비되어 있다.In addition, a plurality of flat portions 13 having a flat upper portion are formed between the insertion piece 11 and the insertion portion 12, which are the coupling means, and both ends are in close contact with each other at regular intervals and vertically bent to reinforce the joints. The part 14 is provided.
그리고, 상기 각각의 이음 보강부(14) 사이에는 행거 취부구를 삽입 결합할 도브테일 홈(15)이 형성되어 행거 취부구를 형성하는데 별도의 제작공정이 필요없게 된다.In addition, a dovetail groove 15 is formed between the respective joint reinforcing parts 14 to insert and hang the hanger mounting holes, so that a separate manufacturing process is not required to form the hanger mounting holes.
이와같이 구성되어 도 2와 같이 설치할 경우 평탄부(13) 상면이 평탄하기 때문에 어느정도 천정 높이도 취할 수 있고, 외벽부의 재료절감도 도모할 수 있다.In this configuration, when the upper surface of the flat part 13 is flat when installed as shown in FIG. 2, the ceiling height can be taken to some extent, and the material of the outer wall can be reduced.
또, 평탄부(13)가 편편하기 때문에 데크 플레이트의 펼치기 작업이 용이할 뿐만 아니라, 작업효율이 향상되고, 단면 성능이 우수하여 강도가 높아지게 된다.In addition, since the flat portion 13 is flat, not only the deck plate unfolding operation is easy but also the work efficiency is improved, the cross-sectional performance is excellent, and the strength is increased.
더욱이 종래의 데크 플레이트와 다르게 횡단면을 막는 것 등의 단부처리의 수고 시간과 비용이 들지 않고, 상기 평탄부에 슬라이드형 돌출부를 다수개 설치되므로, 콘크리트가 슬래브판 내부에 채워질때 상기 슬라이드형 돌출부에 의하여 콘크리트의 접착성이 높아지게 된다.Furthermore, unlike the conventional deck plate, it does not take the labor time and cost of end treatment such as blocking the cross section, and since the slide portion is provided with a plurality of slide projections, the concrete is filled in the slab plate when the concrete is filled in the slab plate. This increases the adhesion of the concrete.
도 3은 본 발명의 제 1 실시예로써, 상부에 현장 콘크리트가 타설되는 콘크리트 구조물용 슬래브판(10)에 있어서,3 is, according to the first embodiment of the present invention, in the slab plate 10 for a concrete structure in which the site concrete is poured on top,
상기 슬래브판을 매개로 연속으로 연결하게 슬래브판 일측에는 ∩자 형태의 삽입부(12a)를 형성하고 타측에는 상기 ∩자형 삽입부 일단에 결합되는 수직입설된일자형 삽입편(11a)을 형성하고,The slab plate is formed with a U-shaped insertion portion 12a on one side of the slab plate and connected to one end of the U-shaped insertion portion on the other side so as to continuously connect the slab plate.
상기 결합수단(11a, 12a) 사이에 상부가 평탄한 평탄부(13)를 다수개 형성함과 동시에 일정 간격으로 양단이 밀착되어 수직으로 입설되고 다시 양측 수평방향으로 절곡된 이음 보강부(14)를 일정개수 형성하며,Forming a plurality of flat portions 13 having a flat upper portion between the coupling means (11a, 12a) and at the same time both ends are in close contact with each other in the vertically vertically and then bent in both horizontal directions to form a joint reinforcement (14) Form a certain number,
상기 이음 보강부(14) 사이에 위치하는 평탄부(13)에는 행거 취부구를 삽입 결합하는 도브테일 홈(15)을 형성하고,A flat portion 13 positioned between the joint reinforcing portions 14 forms a dovetail groove 15 for inserting and engaging a hanger mounting hole.
콘크리트 타설시 슬래브판(10)과의 접착이 용이하도록 상기 평탄부에 슬라이드형 돌출부를 다수개 설치한 구조를 갖는다.It has a structure in which a plurality of slide-type protrusions are installed in the flat portion to facilitate adhesion with the slab plate 10 during concrete pouring.
도 4는 본 발명의 제 2 실시예로써,4 is a second embodiment of the present invention.
상부에 현장 콘크리트가 타설되는 콘크리트 구조물용 슬래브판(10)에 있어서,In the slab plate 10 for a concrete structure in which the site concrete is poured on the top,
상기 슬래브판(10)을 매개로 연속으로 연결하게 슬래브판 양측에 결합수단을 형성하고,Coupling means are formed on both sides of the slab plate to connect continuously through the slab plate 10,
상기 결합수단 사이에 상부가 평탄한 평탄부(13)를 다수개 형성함과 동시에 일정 간격으로 양단이 밀착되어 수직으로 입설되고 다시 양측 수평방향으로 절곡된 이음 보강부(14)를 일정개수 형성하며,While forming a plurality of flat portions 13 having a flat upper portion between the coupling means and both ends are in close contact with each other at a predetermined interval to form a certain number of joint reinforcement portions 14 vertically placed and bent in both horizontal directions again.
콘크리트 타설시 슬래브판(10)과의 접착이 용이하도록 상기 평탄부에 슬라이드형 돌출부(16)를 다수개 설치한 구조를 갖는다.It has a structure in which a plurality of slide-type protrusions 16 are provided in the flat portion to facilitate adhesion with the slab plate 10 during concrete pouring.
도 5는 본 발명의 제 3 실시예로써, 상부에 현장 콘크리트가 타설되는 콘크리트 구조물용 슬래브판(10)에 있어서,5 is a third embodiment of the present invention, in the concrete slab plate 10 is cast concrete on-site,
상기 슬래브판을 매개로 연속으로 연결하게 슬래브판 일측에는 ∩자 형태의 삽입부(12a)를 형성하고 타측에는 상기 ∩자형 삽입부 일단에 결합되는 수직입설된 일자형 삽입편(11a)을 형성하고,The slab plate is formed with a U-shaped insertion part 12a on one side of the slab plate and connected to the one end of the U-shaped insertion part on the other side so as to continuously connect the slab plate.
상기 결합수단(11a, 12a) 사이에 상부가 평탄한 평탄부(13)를 다수개 형성함과 동시에 일정 간격으로 양단이 밀착되어 수직으로 입설되고 다시 양측 수평방향으로 절곡된 이음 보강부(14)를 일정개수 형성하며,Forming a plurality of flat portions 13 having a flat upper portion between the coupling means (11a, 12a) and at the same time both ends are in close contact with each other in the vertically vertically and then bent in both horizontal directions to form a joint reinforcement (14) Form a certain number,
콘크리트 타설시 슬래브판(10)과의 접착이 용이하도록 상기 평탄부에 슬라이드형 돌출부를 다수개 설치한 구조를 갖는다.It has a structure in which a plurality of slide-type protrusions are installed in the flat portion to facilitate adhesion with the slab plate 10 during concrete pouring.
상기와 같이 이루어지는 실시예의 효과는 전술한 바와같이, 평탄부(13)가 편편하기 때문에 데크 플레이트의 펼치는 작업이 용이할 뿐만 아니라, 작업효율이 향상되고, 단면 성능이 우수하여 강도가 높아지게 되며, 필요에 따라서 행거 취구부인 도브 테일을 제작할 수도 있고 생략할 수도 있음을 보여주고 있다.As described above, the effect of the embodiment made as described above, because the flat portion 13 is flattened, not only the deck plate is easy to unfold, but also the work efficiency is improved, the cross-sectional performance is excellent, and the strength is increased. According to the present invention, it is possible to manufacture or omit the dovetail which is the hanger fitting part.
상술한 바와같이, 본 발명에 의하면 양단측에 형성된 결합부를 대응결합하게 연속적으로 연결시켜 조립이 간편하고 콘크리트 구조를 시공시 거푸집 및 철근 대용물로 사용하는데 적합하다.As described above, according to the present invention, the coupling parts formed at both ends are continuously connected to correspond to each other.
Claims (6)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1019990017642A KR100331085B1 (en) | 1999-05-17 | 1999-05-17 | Slab panel for concrete structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1019990017642A KR100331085B1 (en) | 1999-05-17 | 1999-05-17 | Slab panel for concrete structure |
Related Parent Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR2019990007238 Division | 1999-04-30 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| KR20000067735A KR20000067735A (en) | 2000-11-25 |
| KR100331085B1 true KR100331085B1 (en) | 2002-04-03 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR1019990017642A KR100331085B1 (en) | 1999-05-17 | 1999-05-17 | Slab panel for concrete structure |
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| Country | Link |
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| KR (1) | KR100331085B1 (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100829077B1 (en) * | 2007-05-04 | 2008-05-16 | 주식회사 영화키스톤건축사사무소 | The reinforcement deck plate |
| KR100871727B1 (en) | 2008-03-13 | 2008-12-05 | 신희수 | Deck-plate |
| KR101087258B1 (en) * | 2009-04-17 | 2011-11-29 | 배석동 | Anchor bolt and panel for rehabilitating concrete |
| KR101530351B1 (en) * | 2014-05-08 | 2015-06-19 | 호서대학교 산학협력단 | Composite slab with steel fiber reinforced concrete-deckplate and construction method thereof |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100777632B1 (en) * | 2006-09-06 | 2007-11-19 | 고려개발 주식회사 | Deck plate for being used to slab compound |
| KR100748939B1 (en) * | 2007-02-01 | 2007-08-13 | (주) 선암기술연구소 | Difference direction corrugated composition plate |
-
1999
- 1999-05-17 KR KR1019990017642A patent/KR100331085B1/en not_active IP Right Cessation
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100829077B1 (en) * | 2007-05-04 | 2008-05-16 | 주식회사 영화키스톤건축사사무소 | The reinforcement deck plate |
| KR100871727B1 (en) | 2008-03-13 | 2008-12-05 | 신희수 | Deck-plate |
| KR101087258B1 (en) * | 2009-04-17 | 2011-11-29 | 배석동 | Anchor bolt and panel for rehabilitating concrete |
| KR101530351B1 (en) * | 2014-05-08 | 2015-06-19 | 호서대학교 산학협력단 | Composite slab with steel fiber reinforced concrete-deckplate and construction method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| KR20000067735A (en) | 2000-11-25 |
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