KR200179106Y1 - Concrete form structure for a wall and slab - Google Patents
Concrete form structure for a wall and slab Download PDFInfo
- Publication number
- KR200179106Y1 KR200179106Y1 KR2019970038496U KR19970038496U KR200179106Y1 KR 200179106 Y1 KR200179106 Y1 KR 200179106Y1 KR 2019970038496 U KR2019970038496 U KR 2019970038496U KR 19970038496 U KR19970038496 U KR 19970038496U KR 200179106 Y1 KR200179106 Y1 KR 200179106Y1
- Authority
- KR
- South Korea
- Prior art keywords
- formwork
- concrete
- slab
- wall
- locking
- Prior art date
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
- E04G11/12—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring of elements and beams which are mounted during erection of the shuttering to brace or couple the elements
- E04G11/14—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring of elements and beams which are mounted during erection of the shuttering to brace or couple the elements with beams arranged in alignment with and between the elements and form also the shuttering face
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
본 고안은 건축물 시공시에 콘크리트벽과 스라브를 일체로 타설하기 위한 거푸집을 매우 신속 용이하게 설치 및 해체할 수 있도록하여 공사비를 대폭 절감할 수 있도록 한 콘크리트벽과 스라브용 거푸집구조에 관한 것이다.The present invention relates to a formwork for concrete walls and slabs that can significantly reduce the construction cost by being able to install and dismantle the formwork for the concrete wall and slab integrally very quickly and easily during construction.
종래에는 시공현장에서 합판과 각재를 톱등을 이용하여 일정한 규격으로 절단, 가공하여 벽과 스라브거푸집을 만들게 됨으로 능률적으로 작업이 못되어 작업인력과 시간을 많이 소요하게됨과 아울러 거푸집을 설치시 또는 콘크리트를 타설하고, 양생한 후 거푸집을 해체시에 많은 폐자재가 발생하계 되고, 또한 이로 인한 쓰레기의 처리 문제가 따르게 되어 불필요한 공사비증가가 발생하였다.Conventionally, the construction site cuts and processes plywood and lumber to a certain standard using saws, etc. to make walls and slab formwork, which makes it difficult to work efficiently and requires a lot of work manpower and time, while installing formwork or concrete. After pouring and curing, many waste materials are generated when dismantling the formwork, and the waste disposal problem is accompanied with unnecessary construction cost increase.
본 고안은 상기와 같은 문제점을 해결하기 위하여 콘크리트를 타설하여 시공할 벽두께에 알맞는 간격으로 제2도와 같이 필러빔(1)를 설치하여 상기의 필러빔(1)의 하부의 수직방향과 측면의 수평방향으로 프레임(4)에 합판(3)을 리벳(5)으로 고정한 벽거푸집판넬(2)과 스라브거푸집판넬(2′)을 죄임쇠(6)로 간단히 고정하여 거푸집을 설치할 수 있도륵 하고,The present invention is installed in the vertical direction and the side of the lower portion of the filler beam (1) by installing the filler beam (1) at intervals suitable for the wall thickness to be constructed by placing concrete to solve the above problems The formwork can be installed by simply fixing the wall formwork panel (2) and the slab formwork panel (2 '), which are fixed to the frame (4) with the rivet (5), in the horizontal direction of the frame (4) with clamping elements (6). and,
콘크리트를 타설, 양생 후에는 간단히 해체시킬 수 있도록함과 아울러 설치 및 해체시에 자재의 손실을 방지할 수 있도록 함으로서 공사비를 대폭 절감시킬 수 있도록 한 것이다.After placing and curing concrete, it can be easily dismantled, and the construction cost can be greatly reduced by preventing the loss of materials during installation and dismantling.
Description
본 고안은 건축물 시공시에 콘크리트벽과 스라브를 일체로 타설하기 위한 거푸집을 매우 신속 용이하게 설치 및 해체할 수 있도록하여 공사비를 대폭 절감할 수 있도록 한 콘크리트벽과 스라브용 거푸집구조에 관한 것이다.The present invention relates to a formwork for concrete walls and slabs that can significantly reduce the construction cost by being able to install and dismantle the formwork for the concrete wall and slab integrally very quickly and easily during construction.
종래에는 시공현장에서 합판과 각재를 톱등을 이용하여 일정한 규격으로 절단, 가공하여 벽과 스라브거푸집을 만들게 됨으로 능률적으로 직업이 못되어 작업인력과 시간을 많이 소요하게됨과 아울러 거푸집을 설치시 또는 콘크리트를 타설하고, 양생한 후 거푸집을 해체시에 많은 폐자재가 발생하게 되고,Conventionally, the construction site cuts and processes plywood and lumber to a certain standard by using a saw, etc., to make walls and slab formwork, which makes it difficult to work efficiently and requires a lot of work manpower and time. After pouring and curing, many waste materials are generated when dismantling the formwork,
또한 이로 인한 쓰레기의 처리 문제가 따르게 되어 불필요한 공사비증가가 발생하였다.In addition, the waste disposal problem was accompanied by unnecessary construction cost increase.
본 고안은 상기와 같은 문계점을 해결하기 위하여 콘크리트를 타설하여 시공할 벽두께에 알맞는 간격으로 제2도와 같이 펄러빔(1)를 설치하여 상기의 필러빔(1)의 하부의 수직방향과 측면의 수평방향으로 프레임(4)에 합판(3)을 리벳(5)으로 고정한 벽거푸집판넬(2)과 스라브거푸집판넬(2′)을 죄임쇠(6)로 간단히 고정하여 거푸집을 설치할 수 있도륵 하고, 콘크리트를 타설, 양생 후에는 간단히 해체시킬 수 있도록함과 아울러 설치 및 해체시에 자재의 손실을 방지할 수 있도록 함으로서 공사비를 대폭 절감시킬 수 있도록 한 것이다.The present invention is installed in the vertical direction of the lower portion of the filler beam (1) by installing the furla beam (1) as shown in Figure 2 at intervals suitable for the wall thickness to be installed to solve the above threshold The formwork can be installed by simply fixing the wall formwork panel 2 and the slab formwork panel 2 'where the plywood 3 is fixed to the frame 4 with rivets 5 in the horizontal direction of the side with a clamping element 6. After the concrete is poured and cured, it can be easily dismantled, and the construction cost can be greatly reduced by preventing the loss of materials during installation and dismantling.
제1도는 본 고안의 사시도.1 is a perspective view of the present invention.
제2도는 본 고안의 단면도.2 is a cross-sectional view of the present invention.
* 도면의 주요부분에 대한 부호의 설명* Explanation of symbols for main parts of the drawings
1 : 필러빔(FILLER BEAM) 1A, 1B : 걸림홈1: Filler Beam 1A, 1B: Hanging Groove
101,102 : 걸림턱 2 : 벽거푸집판넬101,102: hanging jaw 2: wall formwork panel
7′: 스라브거푸집판넬 3 : 합판7 ': slab formwork panel 3: plywood
4 : 프레임(벽및스라브) 4A : 타원구멍4: Frame (wall and slab) 4A: Elliptical hole
5 : 리벳 6 : 죄임쇠5: rivet 6: clamp
6A : 걸림돌기 7 : 레버(알루미늄)6A: Hanging projection 7: Lever (aluminum)
8 : 조인트핀 H : 폭8: Joint pin H: Width
제1도는 본 고안의 사시도이고,1 is a perspective view of the present invention,
제2도는 본 고안의 단면도로서,2 is a cross-sectional view of the present invention,
제1도 내지 제2도에 도시된 바와 같이,As shown in FIGS. 1 to 2,
시공할 벽두께의 폭(H)이 유지되게 걸림홈(1A)과 걸림턱(101)및 걸림홈(1B)과 걸림턱(102)을 형성한 필러빔(1)을 횡으로 설치하여 상기의 필러빔(1)의 하부와 측면에는 합판(3)을 리벳(5)으로 고정한 벽거푸집판넬(2)과 스라브거푸집판넬(2′)의 프레임(4)을 접촉시켜 프레임(4)에 뚫린 타원구멍(4A)과 걸림홈(1A)(1B)에는 걸림돌기(6A)와 레버(7)를 조인트핀(8)으로 유착한 죄임쇠(6)의 걸림돌기(6A)를 끼워 걸림돌기(6A)가 걸림턱(101)(102)에 걸려지도륵 죄임쇠(6)를 회전시키고,In order to maintain the width H of the wall thickness to be constructed, the filler beam 1 having the locking groove 1A, the locking jaw 101, and the locking groove 1B and the locking jaw 102 are horizontally installed. An ellipse drilled in the frame 4 by contacting the frame 4 of the wall formwork panel 2 and the slab formwork panel 2 'in which the plywood 3 is fixed with rivets 5 on the lower and side surfaces of the pillar beam 1. A locking projection 6A is fitted into the hole 4A and the locking groove 1A and 1B by engaging the locking projection 6A of the clamping member 6, which has the locking projection 6A and the lever 7 bonded to the joint pin 8. ) Is caught by the locking jaw (101, 102) to rotate the clamp 6,
레버(7)를 죄임쇠(6)의 길이방향과 90도 회전시켜 고정시킬 수 있도록 한 것이다.The lever 7 is to be rotated by 90 degrees in the longitudinal direction of the clamp 6 to be fixed.
미설명부호 9는 콘크리트벽이고, 9′는 콘크리트스라브이다.Reference numeral 9 is a concrete wall, and 9 'is a concrete slab.
이와 같은 본 고안의 작용을 설명하면 다음과 같다.Referring to the operation of the present invention as follows.
콘크리트벽(9)과 콘크리트스라브(9′)를 일체로 시공하고자 할 때는 시공할 벽두께의 폭(H)이 유지되게 필러빔(1)을 설치하여 필러빔(1)의 하부에는 벽거푸집판넬(2)을 수직으로 세워 벽거푸집판넬(2)의 프레임(4)에 뚫은 타원구멍(4A)과 걸림흠(1A)에는 죄임쇠(6)의 걸림돌기(6A)를 끼우고 돌려 걸림들기(6A)가 걸림턱(101)에 걸려지게하여 레버(7)를 죄임쇠(6)의 길이방향과 90도로 회전시켜 필러빔(1)에 벽거푸집판넬(2)을 견고히 고정하고, 필러빔(1)의 측면에는 스라브거푸집판넬(2′)을 수평으로 놓아 프레임(4)의 타원구멍(4A)과 걸림홈(2A)에는 죄임쇠(6)의 걸림돌기(6A)를 끼우고 90도 회전시켜 걸림돌기(6A)가 걸림턱(102)에 걸려지게하여 레버(7)를 죄임쇠(6)의 길이방향과 90도로 회전시켜 필러빔(1)과 스라브거푸집판넬(2′)을 견고히 고정하여 거푸집을 조립 설치하게 됨으로 적은인력으로 짧은시간내에 신속히 용이하게 설치할 수 있고,When the concrete wall 9 and the concrete slab 9 'are to be integrally installed, the pillar beam 1 is installed to maintain the width H of the wall to be constructed, and the wall formwork panel is provided under the pillar beam 1. (2) in a vertical position, insert the locking projection (6A) of the clamping clamp 6 into the elliptical hole (4A) and the locking groove (1A) drilled in the frame (4) of the wall formwork panel (2) and turn the hook ( 6A) is caught by the locking jaw 101, and the lever 7 is rotated by 90 degrees in the longitudinal direction of the clamp 6, thereby firmly fixing the wall formwork panel 2 to the pillar beam 1, and the pillar beam ( Place the slab formwork panel 2 'horizontally on the side of 1), insert the locking projection 6A of the clamp 6 into the elliptical hole 4A and the locking groove 2A of the frame 4, and rotate it 90 degrees. The locking projection 6A is caught by the locking jaw 102 so that the lever 7 is rotated 90 degrees in the longitudinal direction of the clamp 6 so that the pillar beam 1 and the slab formwork panel 2 'are firmly fixed. To assemble and install the formwork Doemeuro can easily be installed quickly in a short time with less manpower,
상기의 상태에서 콘크리트를 타설 건조한 후에는 간단히 죄임쇠(6)를 분리하는 것에 의하여 벽거푸집판넬(2)과 스라브거푸집판넬(2′)및 필러빔(1)을 신속 용이하게 해체할 수 있는 것이다.After pouring concrete in the above state, the wall formwork panel 2, the slab formwork panel 2 'and the filler beam 1 can be quickly and easily dismantled by simply removing the clamping member 6. .
이와 같은 본 고안은 필러빔(1), 벽거푸집판넬(2), 스라브거푸집판넬(2′)을 간단히 조립하는 것에 의하여 콘크리트벽(9)과 콘크리트스라브(9′)를 일체로 시공할 수 있게 됨으로 작업의 능률화와 거푸집의 설치 및 해체시에 종래와 같이 많은 폐자재가 발생되지않아 공사비를 대폭 절감시킬 수 있는 효과가 있다.The present invention as described above allows the concrete wall 9 and the concrete slab 9 'to be integrally constructed by simply assembling the pillar beam 1, the wall formwork panel 2, and the slab formwork panel 2'. As a result, efficiency of work and installation and dismantling of formwork do not generate a lot of waste materials as in the prior art, thereby significantly reducing the construction cost.
Claims (1)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR2019970038496U KR200179106Y1 (en) | 1997-12-10 | 1997-12-10 | Concrete form structure for a wall and slab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR2019970038496U KR200179106Y1 (en) | 1997-12-10 | 1997-12-10 | Concrete form structure for a wall and slab |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| KR19990025966U KR19990025966U (en) | 1999-07-15 |
| KR200179106Y1 true KR200179106Y1 (en) | 2000-05-01 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR2019970038496U KR200179106Y1 (en) | 1997-12-10 | 1997-12-10 | Concrete form structure for a wall and slab |
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| Country | Link |
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| KR (1) | KR200179106Y1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100475700B1 (en) * | 2002-07-31 | 2005-03-10 | (주)거혁건설 | The structure of Al-forms constructed for a wall |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100641887B1 (en) * | 2004-11-05 | 2006-11-08 | 태성판넬 주식회사 | Joint Apparatus jointed at Slab Panel for mold that can join directly Slab Panel for mold with Wall Panel for mold AND Using Method thereof |
| KR101324069B1 (en) * | 2011-08-23 | 2013-10-31 | 오문수 | Jointing Method of Cedar Square Timber |
| KR200469385Y1 (en) * | 2013-03-19 | 2013-10-08 | (주)금강시스템즈스케폴딩 | Structure for supporting slab panel |
-
1997
- 1997-12-10 KR KR2019970038496U patent/KR200179106Y1/en not_active IP Right Cessation
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100475700B1 (en) * | 2002-07-31 | 2005-03-10 | (주)거혁건설 | The structure of Al-forms constructed for a wall |
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| Publication number | Publication date |
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| KR19990025966U (en) | 1999-07-15 |
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