KR20020005146A - Panel Reinforcement Structure - Google Patents
Panel Reinforcement Structure Download PDFInfo
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- KR20020005146A KR20020005146A KR1020000039134A KR20000039134A KR20020005146A KR 20020005146 A KR20020005146 A KR 20020005146A KR 1020000039134 A KR1020000039134 A KR 1020000039134A KR 20000039134 A KR20000039134 A KR 20000039134A KR 20020005146 A KR20020005146 A KR 20020005146A
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- panel
- reinforcement
- panels
- reinforcement structure
- reinforcing
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- 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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/04—Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic elements
- E04G17/042—Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic elements being tensioned by threaded elements
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- 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
- E04G19/00—Auxiliary treatment of forms, e.g. dismantling; Cleaning devices
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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
Description
본 발명은 폐합성수지를 이용한 보강목에 관한 것으로, 더욱 상세하게는 콘크리트 타설을 위한 거푸집용 패널를 보호하고 내구성을 강화하기 위한 폐합성수지를 이용한 보강목에 관한 것이다.The present invention relates to a reinforcement wood using waste synthetic resin, and more particularly, to a reinforcement wood using waste synthetic resin for protecting the formwork panel for concrete placement and strengthening durability.
일반적으로 아파트나 기타의 고층건물을 건축할 때 콘크리트를 타설하기 위하여는 소정의 면적을 갖는 패널로 거푸집을 형성하게 된다.In general, when building an apartment or other high-rise buildings, formwork is formed of panels having a predetermined area in order to place concrete.
즉, 도1 에 도시된 바와 같이, 다수의 패널(1)을 벽체의 두께만큼 거리를 두고 세운다음 소정위치에 스냅타이(2)를 관통시킨후 타이웨지(3)를 각 외측면에 체결하여 패널(1)들을 고정하고 슬라브판넬(4)을 각목(5)을 이용하여 패널(1) 상부와 체결한다. 이러한 패널(1)들을 대향하도록 직립시켜 조성되는 공간(6)에 콘크리트를 타설함으로써, 콘크리트의 양생됨에 따라 건축물을 이루는 벽체가 형성된다.That is, as shown in Figure 1, after placing a plurality of panels (1) at a distance of the thickness of the wall, and then through the snap tie (2) at a predetermined position and then tighten the tie wedge (3) on each outer surface Fixing the panels (1) and fastening the slab panel (4) with the upper panel (1) using a wooden box (5). By pouring concrete in the space 6 formed by standing up such that the panels 1 face each other, a wall forming a building is formed as the concrete is cured.
그러나, 거푸집 해체후 패널을 바닥에 던지거나 패널 이동시 모서리부와 상단과 하단에 손상이 많이 발생하여 고가의 거푸집용 패널의 교체가 빈번하다.However, after dismantling the formwork, when the panel is thrown on the floor or the panel is moved, a lot of damage occurs at the corners, the top and the bottom, and thus the expensive formwork panel is frequently replaced.
따라서, 본 발명의 목적은 거푸집용 패널의 손상을 방지하고 재활용가 분해조립이 용이한 폐합성수지를 이용한 보강목을 제공하는데 있다.Accordingly, an object of the present invention is to provide a reinforcement using waste synthetic resin to prevent damage to the formwork panel and easy to disassemble and assemble.
도1 는 종래의 거푸집을 보여주는 단면도.1 is a cross-sectional view showing a conventional formwork.
도2 는 본 발명에 따른 보강목을 보여주는 사시도.Figure 2 is a perspective view showing a reinforcement in accordance with the present invention.
도3 는 본 발명에 따른 거푸집의 패널 보강구조를 보여주는 측면도.Figure 3 is a side view showing a panel reinforcement structure of the formwork according to the present invention.
도4 는 본 발명에 따른 보조 거푸집의 패널 보강구조를 보여주는 측면도.Figure 4 is a side view showing a panel reinforcement structure of the auxiliary formwork according to the present invention.
도5 는 본 발명의 따른 고정볼트를 보여주는 사시도.5 is a perspective view showing a fixing bolt according to the present invention.
도6 은 본 발명의 제2 실시예에 따른 보강목을 보여주는 사시도.Figure 6 is a perspective view showing a reinforcement according to a second embodiment of the present invention.
도7 은 본 발명의 제2 실시예에 따른 거푸집의 패널 보강구조를 보여주는 사시도.7 is a perspective view showing a panel reinforcement structure of the formwork according to the second embodiment of the present invention.
도8 은 본 발명에 따른 거푸집의 패널 보강구조를 보여주는 정면도.8 is a front view showing a panel reinforcement structure of the formwork according to the present invention.
*도면의 주요부분에 대한 부호설명** Description of Signs of Main Parts of Drawings *
10: 거푸집용 패널10: formwork panel
11: 보강목11: reinforcement
40: 보조앵글40: auxiliary angle
43: 돌기부43: protrusion
45: 고정볼트45: fixing bolt
46: 볼트머리46: bolt head
본 발명의 목적은 건물의 벽체시공을 위한 콘크리트 타설시 설치되는 거푸집용 패널을 보호하기 위해 판넬의 상부 하부에 결합되는 패널 보강구조에 있어서, 그 형상이 사각각목형상이고 일측상부에 수평으로 돌출된 돌기부가 형성되고 상면에는 복수개 체결용 홀을 갖으며 그 재질이 폐합성수지인 보강목, 상기 보강목의 상면에 결합되기 위하여 중앙부에 쇄기형 돌기부가 형성된 수평부와 보조패널에 체결되는 수직부를 갖는 'ㄴ'자형상의 보조앵글 및, 상기 보조앵글 수평부의 돌기부에 삽입되는 볼트머리가 형성되고 상기 보강목의 체결홀에 삽입되어 너트로 고정되는 고정볼트로 구성된 패널 보강구조를 제공함에 의해 달성된다.An object of the present invention is a panel reinforcing structure coupled to the upper and lower parts of the panel to protect the formwork panel installed during the construction of the wall of the building, the shape of the square is a rectangular wooden box protruding horizontally on one side Protrusions are formed and the upper surface has a plurality of fastening holes, the material of the reinforcement wood is a waste synthetic resin, a horizontal portion formed with a wedge-shaped projection in the center to be coupled to the upper surface of the reinforcement wood and a vertical portion fastened to the auxiliary panel ' It is achieved by providing a panel reinforcement structure consisting of a b'-shaped auxiliary angle, and a bolt head inserted into the projection of the horizontal portion of the auxiliary angle is formed and inserted into the fastening hole of the reinforcement and fixed with a nut.
본 발명에 의하면, 상기 고정볼트는 볼트머리의 폭과 길이가 상이하고 상단부가 하단부보다 상대적으로 굵어 상기 보조앵글의 쇄기형 돌기부에 상기 볼트머리가 삽입되어 회전이 방지되면서 고정된다.According to the present invention, the fixing bolt is different from the width and length of the bolt head and the upper end is relatively thicker than the lower end is fixed while the bolt head is inserted to prevent the rotation of the wedge-shaped projection of the auxiliary angle.
이하, 첨부한 도면들을 참조하여 본 발명의 바람직한 실시예를 더욱 상세하게 설명한다.Hereinafter, with reference to the accompanying drawings will be described in detail a preferred embodiment of the present invention.
도2 는 본 발명에 따른 보강목을 보여주는 사시도이고, 도3 는 본 발명에 따른 거푸집의 패널 보강구조를 보여주는 측면도이다.Figure 2 is a perspective view showing a reinforcement tree according to the present invention, Figure 3 is a side view showing a panel reinforcement structure of the formwork according to the present invention.
도시된 바와 같이, 거푸집을 형성하기 위한 거푸집용 패널(10)을 보호하기 위하여 패넬(10)의 상부 하부에 보강목(11)을 체결한다.As shown, fastening the reinforcement 11 in the upper lower portion of the panel 10 to protect the formwork panel 10 for forming the formwork.
보강목(11)은 사각 각목형상(12)으로 일측면 상부에서 수평으로 거푸집용 판넬(10)의 두께정도의 길이로 돌출된 돌기부(13)가 형성되고 또한 타측면 중앙부에 일정깊이의 측면홈(14)을 갖는다. 그리고, 상면에는 체결홀(15)이 복수개 형성되어 바닥에 체결하거나 패넬(10)을 연결하는데 사용한다.The reinforcement tree 11 is a rectangular square shape 12, and a projection 13 is formed to protrude to a length approximately the thickness of the formwork panel 10 horizontally from one side of the upper side, and the side groove of a predetermined depth in the center of the other side Has (14). And, the upper surface is formed with a plurality of fastening holes 15 are used to fasten to the bottom or to connect the panel 10.
그리고, 보강목(11)은 바람직하게는 폐합성수지를 사용하여 제작하여 폐자원을 재활용한다. 이 폐합성수지를 이용한 보강목(11)은 나무보다 그 가격이 저렴하고 강도와 유연성도 우수하다.Then, the reinforcement tree 11 is preferably manufactured using waste synthetic resin to recycle waste resources. The reinforcement wood 11 using this waste synthetic resin is cheaper than wood and has excellent strength and flexibility.
도4에 도시된 바와 같이, 벽면이 높을 때는 보강목(11)상단에 보조판넬(26)을 설치하고 보조앵글(40)로 결합한다. 보조앵글(40)은 'ㄴ'자형으로 수직부(41)와 수평부(42)로 구성되며, 수직부(41)는 보조판넬(26)의 하단부에 못으로 체결되고, 수평부(42)는 고정볼트(45)로 보강목(11)과 결합하되 중앙부에 볼트머리(46)가 삽입되도록 쇄기형상의 돌기부(43)가 형성된다.As shown in Figure 4, when the wall is high, the auxiliary panel 26 is installed on the upper side of the reinforcement (11) and coupled to the auxiliary angle 40. The auxiliary angle 40 is formed of a vertical portion 41 and a horizontal portion 42 in a 'b' shape, the vertical portion 41 is fastened to the lower end of the auxiliary panel 26 by a nail, the horizontal portion 42 The fixing bolt 45 is coupled to the reinforcement (11), but the wedge-shaped protrusion 43 is formed so that the bolt head 46 is inserted in the center.
도5에 도시된 바와 같이, 고정볼트(45)는 머리부(46)가 사각형상으로 일단(47)의 길이가 측면(48)의 길이보다 상대적으로 적고, 상단부(50)가 하단부(49)보다 상대적으로 굵어 상기 보조앵글(40)의 돌기부(43)에 삽입되어 회전됨을 방지한다.As shown in FIG. 5, the fixing bolt 45 has a head 46 having a quadrangular shape, and the length of one end 47 is relatively smaller than the length of the side surface 48, and the upper end 50 is the lower end 49. It is relatively thick to prevent the rotation is inserted into the protrusion 43 of the auxiliary angle (40).
한편, 제2 실시예로 도6 에 도시된 바와 같이, 보강목(30)은 U자 형상(37)으로 양측면(31,32)이 수직이고 밑면(33)이 수평인 형상이다. 그리고, 일측면(31)의 상단이 외부방향으로 절곡되어 판넬의 두께만큼 연장된 결합부(34)를 갖고 결합부(34)의 끝단에서 다시 하향으로 절곡된 절곡부(35)가 형성된다. 또한, 밑면(33)과 타측면(32)은 내부방향으로 소정거리 절단되고 타측면(32)의 모서리부 (36)는 모따기를 한다.Meanwhile, as shown in FIG. 6 as a second embodiment, the reinforcement tree 30 has a U-shape 37 with both sides 31 and 32 vertical and the bottom 33 horizontal. Then, the upper end of one side surface 31 is bent in the outward direction has a coupling portion 34 extending by the thickness of the panel and the bent portion 35 is bent downward again at the end of the coupling portion 34 is formed. In addition, the bottom surface 33 and the other side 32 is cut a predetermined distance in the inner direction and the corner portion 36 of the other side 32 is chamfered.
도7에 도시된 바와 같이, U자 형상부(37)에 각목(38)을 삽입하고 결합부(34)에는 판넬(10)을 결합하여 판넬(10)의 상단과 하단부를 보호한다.As shown in FIG. 7, the wooden block 38 is inserted into the U-shaped portion 37 and the coupling portion 34 is coupled to the panel 10 to protect the upper and lower portions of the panel 10.
이하, 첨부한 도면들을 참조하여 본 발명의 바람직한 실시예를 더욱 상세하게 설명한다.Hereinafter, with reference to the accompanying drawings will be described in detail a preferred embodiment of the present invention.
도3 는 본 발명에 따른 거푸집의 패널 보강구조를 보여주는 측면도이고, 도8 은 본 발명에 따른 거푸집의 패널 보강구조를 보여주는 정면도이다.Figure 3 is a side view showing a panel reinforcement structure of the formwork according to the invention, Figure 8 is a front view showing a panel reinforcement structure of the formwork according to the present invention.
도시된 바와 같이, 보강목(11)을 상부와 하부에 결합한 패널(10)을 벽체의 두께만큼 거리를 두고 세운 다음 소정위치에 스냅타이(2)와 타이웨지(3)를 체결하여 벽체의 배부름이나 터짐현상을 방지한다. 슬라브판넬(16)은 패널(10) 상부와 보강목(11)을 매개로 하여 연결하고 패널(10)하부는 보강목(11) 상면에 못을 박아 바닥에 고정한다. 그리고, 판넬(10)의 양측부에 고정구(7)를 부착하여 이웃한 고정구(7)끼리 클램프(8)로 결합하여 판넬(10)들을 연결한다.As shown, the panel 10, which combines the reinforcement wood 11 with the upper and lower parts, is erected at a distance of the thickness of the wall, and then the snap tie 2 and the tie wedge 3 are fastened to a predetermined position to distribute the wall. Prevent calling or bursting The slab panel 16 is connected to the upper panel 10 and the reinforcement through the medium 11, the lower panel 10 is fixed to the bottom by nailing the upper surface of the reinforcement (11). Then, the fasteners 7 are attached to both sides of the panel 10, and the adjacent fasteners 7 are coupled to each other with the clamps 8 to connect the panels 10.
거푸집이 완성되면 공간에 콘크리트를 타설함으로써, 콘크리트의 양생됨에 따라 건축물을 이루는 벽체가 형성된다.When the form is completed, the concrete is poured into the space, and as the concrete is cured, a wall forming the building is formed.
콘크리트 양생을 마치면 거푸집을 분리 해체하는데 먼저 볼트와 못을 분리하고 클램프(8)를 해체한다. 그리고, 보강목(11)의 사이공간에 연장을 인입하여 힘을 가해 콘크리트 벽면에서 패넬(10)을 분리한다.When the concrete curing is finished, the formwork is separated and dismantled. First, the bolt and nail are separated and the clamp 8 is dismantled. Then, an extension is introduced into the space between the reinforcement 11 to apply a force to separate the panel 10 from the concrete wall surface.
분리 해체시에 보강목(11)으로 인해 패널(10)이 내구성이 강화되어 훼손이 방지되고 낙하로 인한 패넬(10)의 상단과 하단 그리고 모서리부의 손상을 보강목 (11)이 방지해 줌으로서 패널(10)의 수명을 연장하여 재사용이 가능하게 한다.Reinforcement 11 prevents damage due to reinforcement of the panel 10 due to the reinforcement wood 11, and the reinforcement wood 11 prevents damage to the top, bottom, and corners of the panel 10 due to falling. Extend the life of the panel 10 to enable reuse.
따라서, 본발명의 보강목은 거푸집용 패널의 훼손을 방지하여 수명을 연장시키고 다른 패널과 연결하는 매개로 사용되는 장점이 있다.Therefore, the reinforcement of the present invention has the advantage of being used as a medium to prevent damage of the formwork panel to extend the life and to connect with other panels.
그리고, 나무에 비해 그 가격이 저렴하고 강도나 유연성도 뛰어나고 분해조립이 용이하다.In addition, its price is lower than that of wood, and its strength and flexibility are excellent, and it is easy to disassemble and assemble.
또한, 폐합성수지를 이용하여 자원의 재활용도을 높인다.In addition, waste plastics are used to increase the recycling of resources.
본 발명은 실용신안등록청구범위에서 청구하는 청구의 요지를 벗어나지 않고도 당해의 분야에서 통상의 지식을 가진자에 의하여 다양하게 변경실시될 수 있으므로, 본 발명의 기술보호범위는 상술한 특정의 바람직한 실시예에 한정되지 않는다.Since the present invention can be variously modified by those skilled in the art without departing from the scope of the claims claimed in the utility model registration claims, the technical protection scope of the present invention is the specific preferred embodiment described above It is not limited to the example.
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KR1020000039134A KR20020005146A (en) | 2000-07-08 | 2000-07-08 | Panel Reinforcement Structure |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100453830B1 (en) * | 2001-07-24 | 2004-10-26 | 주식회사 일호 | A mold panel fix device |
USD990301S1 (en) | 2020-08-07 | 2023-06-27 | Peri Se | Multi-head bolt |
US11788571B2 (en) | 2020-08-07 | 2023-10-17 | Peri Se | Multi-head bolt and fastener system |
Citations (5)
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JPH0538197U (en) * | 1991-10-18 | 1993-05-25 | 伸光企業株式会社 | Reinforcement material for concrete formwork support |
JPH05195621A (en) * | 1992-01-16 | 1993-08-03 | Shinichi Sadohara | Scaffold wood fixing frame for concrete form panel |
JPH05311872A (en) * | 1992-05-06 | 1993-11-22 | Daiwa House Ind Co Ltd | Reinforcement of mold for manufacturing precast concrete |
JPH08300318A (en) * | 1995-04-27 | 1996-11-19 | Hiroshi Ozawa | Chip square lumber for concrete form |
JPH0967930A (en) * | 1995-08-31 | 1997-03-11 | Ukou Kensetsu Kk | Fixedly holding device for formwork reentrant part |
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2000
- 2000-07-08 KR KR1020000039134A patent/KR20020005146A/en active IP Right Grant
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0538197U (en) * | 1991-10-18 | 1993-05-25 | 伸光企業株式会社 | Reinforcement material for concrete formwork support |
JPH05195621A (en) * | 1992-01-16 | 1993-08-03 | Shinichi Sadohara | Scaffold wood fixing frame for concrete form panel |
JPH05311872A (en) * | 1992-05-06 | 1993-11-22 | Daiwa House Ind Co Ltd | Reinforcement of mold for manufacturing precast concrete |
JPH08300318A (en) * | 1995-04-27 | 1996-11-19 | Hiroshi Ozawa | Chip square lumber for concrete form |
JPH0967930A (en) * | 1995-08-31 | 1997-03-11 | Ukou Kensetsu Kk | Fixedly holding device for formwork reentrant part |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100453830B1 (en) * | 2001-07-24 | 2004-10-26 | 주식회사 일호 | A mold panel fix device |
USD990301S1 (en) | 2020-08-07 | 2023-06-27 | Peri Se | Multi-head bolt |
US11788571B2 (en) | 2020-08-07 | 2023-10-17 | Peri Se | Multi-head bolt and fastener system |
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