KR20080073930A - A slab panel structure of joint type mold - Google Patents

A slab panel structure of joint type mold Download PDF

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Publication number
KR20080073930A
KR20080073930A KR1020070012784A KR20070012784A KR20080073930A KR 20080073930 A KR20080073930 A KR 20080073930A KR 1020070012784 A KR1020070012784 A KR 1020070012784A KR 20070012784 A KR20070012784 A KR 20070012784A KR 20080073930 A KR20080073930 A KR 20080073930A
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KR
South Korea
Prior art keywords
slab panel
panel
slab
side wall
prefabricated formwork
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KR1020070012784A
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Korean (ko)
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KR100860064B1 (en
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박재수
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에스앤피시스템(주)
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Priority to KR1020070012784A priority Critical patent/KR100860064B1/en
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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
    • 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
    • E04G11/36—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
    • E04G11/38—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 for plane ceilings of concrete
    • 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
    • E04G17/001—Corner fastening or connecting means for forming or stiffening elements
    • 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
    • E04G17/045—Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic elements being tensioned by wedge-shaped elements

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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

A slab panel of a prefabricated form is provided to prevent a slab panel from sinking and a lateral wall panel from bending perpendicularly by fastening a top surface of the lateral wall panel and a contact part of the slab panel with a wedge pin. A slab panel(20) of a prefabricated form includes a contact part(21). The contact part is in direct contact with a top surface(11) of a lateral wall panel(10). Pin holes(11a,21a) are formed at the top surface of the lateral wall panel and the contact part of the slab panel. A wedge pin(WP) passes through both pin holes to assemble the lateral wall panel to the slab panel.

Description

조립식 거푸집의 슬래브패널구조{A SLAB PANEL STRUCTURE OF JOINT TYPE MOLD}Slab panel structure of prefabricated formwork {A SLAB PANEL STRUCTURE OF JOINT TYPE MOLD}

도 1은 종래 기술에 따른 거푸집 조립상태를 나타낸 것으로서,1 shows a form assembly assembled according to the prior art,

1a는 외관 사시도.1a is an external perspective view.

1b는 A-A선 단면도.1b is a sectional view taken along the line A-A.

도 2는 본 발명의 실시예에 따른 거푸집 조립상태 사시도.Figure 2 is a form assembly perspective view according to an embodiment of the present invention.

도 3은 도 2의 B-B선 단면도 및 요부 확대도.3 is a cross-sectional view taken along the line B-B of FIG.

도 4는 본 발명의 다른 실시예에 따른 요부 확대도.Figure 4 is an enlarged view of the main part according to another embodiment of the present invention.

<도면의 주요 부분에 대한 부호의 설명><Explanation of symbols for the main parts of the drawings>

10 : 측벽패널 11 : 상단면10 side wall panel 11 top surface

11a: 핀홀 20 : 슬래브패널11a: pinhole 20: slab panel

21 : 접촉부 21a: 체결공21: contact portion 21a: fastening hole

22 : 측벽면 23 : 지지돌부22: side wall surface 23: support protrusion

24,25 : 미장합판 30 : 멍에빔24,25: plastered plywood 30: yoke beam

40 : 휠러 50 : 동바리40: wheeler 50: clubbing

60 : 보강프레임 WP : 웨지핀60: reinforcement frame WP: wedge pin

본 발명은 조립식 거푸집에 관한 것으로서, 더욱 상세하게는 조립식 거푸집의 측벽패널과 슬리브패널을 견고히 체결하여 콘크리트 타설로 인해 각 패널에 발생되는 수평처짐이나 수직꺽임 등과 같은 현상을 구조적으로 방지할 수 있도록 하기 위한 것이다.The present invention relates to a prefabricated formwork, and more particularly, to securely fasten the sidewall panel and the sleeve panel of the prefabricated formwork to structurally prevent phenomena such as horizontal sagging or vertical bending caused by concrete pouring. It is for.

아울러, 본 출원인이 선출원한 등록실용신안 제392012호 "조립식 거푸집의 체결구조"의 실용화 문제점을 보완하여, 조립 및 해체 작업이 용이하게 이루어질 수 있도록 하기 위한 것이다.In addition, to compensate for the practical application of the registered utility model No. 392012 "fastening structure of the prefabricated formwork" that the applicant has filed earlier, to facilitate the assembly and dismantling work.

일반적으로, 조립식 거푸집은 건축이나 토목공사에서 콘크리트 구조물을 형성하기 위해 사용되는 것으로, 이러한 조립식 거푸집은 지면에 수직으로 설치되는 측벽패널과, 상기 측벽패널의 상부에 설치되는 슬래브패널로 나뉘어진다.In general, the prefabricated formwork is used to form a concrete structure in construction or civil engineering, such a prefabricated formwork is divided into a sidewall panel that is installed perpendicular to the ground, and a slab panel installed on top of the sidewall panel.

상기 측벽패널과 슬래브패널을 조립하기 위한 종래 조립식 거푸집의 조립구조를 첨부된 도 1a 내지 도 1c를 참조하여 간략히 살펴보면, 측벽패널(1)의 상단부에 연결프레임(3)을 안착한 상태에서 측벽패널(1)과 연결프레임(3)에 각각 형성된 핀공(1a)(3a)으로 웨지핀(4)을 끼워 측벽패널(1)과 연결프레임(3)을 고정하고, 상기 연결프레임(3)의 내측면에 슬래브패널(2)을 배치한 상태에서 연결프레임(3)과 슬래브패널(2)에 각각 형성된 핀공(3a)(2a)으로 웨지핀(4)을 끼워 연결프레임(3)과 슬래브패널(2)을 고정하며, 길이방향으로 연속되는 슬래브패널(2)을 수평으로 연결하도록 슬래브패널(2) 사이에 멍에빔(5)을 개재하는 것이다.Looking briefly with reference to Figures 1a to 1c attached to the assembly structure of the conventional prefabricated formwork for assembling the side wall panel and the slab panel, the side wall panel (with the connection frame 3 on the upper end of the side wall panel 1) 1) and the wedge pins 4 are inserted into the pin holes 1a and 3a respectively formed in the connecting frame 3 to fix the side wall panel 1 and the connecting frame 3, and the inner surface of the connecting frame 3 is fixed. The wedge pins 4 are inserted into the pin holes 3a and 2a respectively formed in the connecting frame 3 and the slab panel 2 with the slab panel 2 disposed on the connecting frame 3 and the slab panel 2. ), And the yoke beam 5 is interposed between the slab panels 2 so as to horizontally connect the slab panels 2 continuous in the longitudinal direction.

이같이, 연결프레임(3)으로 연결되는 슬래브패널(2)은 도 1b에 도시된 바와 같이, 연결프레임(3)의 내측단부에만 지지되므로, 콘크리트 타설로 인해 슬래브패널(2)에 작용하는 전단하중으로 슬래브패널(2)과 연결프레임(3)에 수평처짐현상이 발생되며, 이에 따라 거푸집 해체 후, 콘크리트 구조물의 평탄성이 저하되어 정밀한 콘크리트 구조물을 형성할 수 없는 문제점이 있었다.As such, the slab panel 2 connected to the connecting frame 3 is supported only on the inner end of the connecting frame 3, as shown in Figure 1b, shear load acting on the slab panel 2 due to concrete pouring As a result, a horizontal deflection phenomenon occurs in the slab panel 2 and the connecting frame 3, and after dismantling the formwork, there is a problem that the flatness of the concrete structure is lowered, so that a precise concrete structure cannot be formed.

또한, 상기 슬래브패널(2)과 연결프레임(3)에 작용하는 전단하중이 연결프레임(3)에 연결된 측벽패널(1)에 그대로 작용하여, 측벽패널(1)과 연결프레임(3)의 수직꺽임현상이 발생되는 문제점이 있었다.In addition, the shear load acting on the slab panel 2 and the connecting frame 3 acts on the side wall panel 1 connected to the connecting frame 3 as it is, so that the side wall panel 1 and the connecting frame 3 are perpendicular to each other. There was a problem that the bending phenomenon occurs.

본 발명은 상기한 종래 기술에서의 문제점을 개선하기 위해 제안된 것으로서, 조립식 거푸집의 측벽패널과 슬래브패널을 견고히 체결하여 콘크리트 타설로 인해 각 패널에 발생되는 수평처짐이나 수직꺽임현상을 방지할 수 있도록 하는데 목적이 있다.The present invention has been proposed to improve the above problems in the prior art, so as to securely fasten the side wall panel and the slab panel of the prefabricated formwork to prevent the horizontal deflection or vertical bending phenomenon generated in each panel due to the concrete pouring. The purpose is to.

또한, 본 발명의 또 다른 목적은 조립식 거푸집의 측벽패널과 슬래브패널의 결합 및 해체를 용이하게 하는 동시에, 작업자의 안전사고를 미연에 방지할 수 있도록 하는데 있다.In addition, another object of the present invention is to facilitate the coupling and disassembly of the side wall panel and the slab panel of the prefabricated formwork, and to prevent the safety accident of the operator in advance.

상기 목적은, 측벽패널과 슬래브패널을 조립하여 콘크리트 구조물을 형성하는 조립식 거푸집에 있어서, 상기 슬래브패널은 저면이 개방된 구조를 이루되, 슬래브패널의 저면 둘레를 따라 상기 측벽패널 상단부에 형성된 상단면과 직접 접촉 이 이루어지는 접촉부가 구성되어져 있으며; 상기 접촉부에는 상기 상단면의 핀홀과 연통되어지는 체결공이 형성되어져 있어 웨지핀에 의한 상단면과의 결합이 이루어지도록 구성된 것을 특징으로 하는 조립식거푸집의 슬래브패널구조를 통해 이룰 수 있게 된다.The object is a prefabricated formwork to form a concrete structure by assembling the side wall panel and the slab panel, the slab panel is a bottom surface of the open structure, the top surface formed on the upper side of the side wall panel around the bottom of the slab panel A contact portion is formed which makes direct contact with; The contact portion is formed through the slab panel structure of the prefabricated formwork, characterized in that the fastening hole is formed in communication with the pinhole of the upper surface is configured to be coupled to the upper surface by the wedge pin.

이하, 본 발명의 구체적인 실시예를 첨부된 도 2 내지 도 4를 참조하여 상세히 살펴보기로 한다.Hereinafter, specific embodiments of the present invention will be described in detail with reference to FIGS. 2 to 4.

먼저, 본 실시 예에 따른 조립식 거푸집의 전체적인 구조는 도 2 및 도 3에서와 같이 측벽패널(10)과 슬래브패널(20)을 조립하여 콘크리트 구조물을 형성하는 조립식거푸집을 구성함에 있어, 슬래브패널(20)은 측벽면(22)으로 인해 전체적으로 균일한 일정 높이(d)를 이루는 가운데 저면이 개방된 구조를 이루고 있으며, 저면 테두리측에는 조립 시공시 상기 측벽패널(10) 상단부에 형성된 상단면(11)과 직접 접촉이 이루어지게 되는 접촉부(21)가 구성되어져 있다.First, the overall structure of the prefabricated formwork according to the present embodiment is to assemble the prefabricated formwork to form a concrete structure by assembling the side wall panel 10 and the slab panel 20, as shown in Figure 2 and 3, the slab panel ( 20 has a structure in which the bottom surface is opened while forming a uniform uniform height (d) as a whole due to the side wall surface 22, the bottom edge side of the top surface 11 formed at the upper end of the side wall panel 10 during assembly construction Contact portion 21 is configured to be in direct contact with.

즉, 상기 접촉부(21)는 측벽면(22)의 하단부에서 내측으로 연장 구비된 일체형 구조를 이루고 있기 때문에 슬래브패널(20)이 측벽패널(10)과 직접 결합되는 ㄱ구조를 이루게 된다.That is, since the contact portion 21 forms an integral structure extending inwardly from the lower end of the side wall surface 22, the slab panel 20 forms a structure directly coupled to the side wall panel 10.

그리고, 상기 접촉부(21)에는 상기 상단면(11)의 핀홀(11a)과 연통되어지는 체결공(21a)이 형성되어져 있어 웨지핀(WP)에 의한 상단면(11)과의 결합이 이루어지도록 구성되어져 있다.In addition, the contact portion 21 is formed with a fastening hole 21a which communicates with the pinhole 11a of the upper end surface 11 so as to be coupled to the upper end surface 11 by the wedge pin WP. It is composed.

한편, 본 발명의 슬래브패널(20)은 상면을 미장합판(24)으로 구성하였는데, 상기 미장합판(24)을 지지하기 위한 지지돌부(23)가 슬패브패널(20)의 측벽면(22) 상단 테두리측을 따라 돌출 구비하였다.Meanwhile, in the slab panel 20 of the present invention, the upper surface is composed of plasterboard 24, and the support protrusions 23 for supporting the plasterboard 24 have side walls 22 of the slab panel 20. Protruding along the upper edge side.

상기 미장합판(24)은 목재합판의 외표면에 수지재료(염화비닐, 폴리에스테르, 멜라민 등)를 이용하여 코팅 구비한 것으로서, 이러한 미장합판(24)을 사용함으로 인해 패널의 중량을 감소시킴과 함께 콘크리트 재료의 흡착에 따른 표면 오염을 방지할 수 있게 된다.The plasterboard 24 is provided with a coating using a resin material (vinyl chloride, polyester, melamine, etc.) on the outer surface of the wood chipboard, reducing the weight of the panel by using such plasterboard 24 Together, it is possible to prevent surface contamination due to the adsorption of concrete material.

도 4는 본 발명의 다른 실시예에 따른 구조를 도시한 것으로서, 슬래브패널(20)의 상판 뿐만 아니라 측벽면(22) 외측에도 외표면에 수지재료가 코팅 구비된 미장합판(25)을 부착 구비함으로서 콘크리트로 인한 오염을 보다 효과적으로 방지할 수 있도록 한 것이다.4 is a view illustrating a structure according to another embodiment of the present invention, in which not only an upper plate of the slab panel 20 but also an outer surface of the side wall surface 22 is provided with an adhesive plaster 25 having a resin material coated on an outer surface thereof. By doing so, it is possible to more effectively prevent the contamination caused by concrete.

도면 중 미설명 부호 30은 슬래브패널(20)을 수평으로 연결시키는 멍에빔이고, 40은 멍에빔(30)을 연결하는 휠러이며, 50은 휠러(40)를 지지하는 동바리 이며, 60은 보강프레임을 각각 나타낸다.In the drawings, reference numeral 30 is a yoke beam for horizontally connecting the slab panel 20, 40 is a wheeler for connecting the yoke beam 30, 50 is a copper bar for supporting the wheeler 40, 60 is a reinforcement frame Respectively.

이와 같은 구성을 이루는 본 발명 슬래브패널(20)을 이용한 거푸집 조립구조 및 그에 따른 작용효과를 살펴보기로 한다.The form assembly structure using the present invention slab panel 20 constituting such a configuration and its effects will be described.

수직방향으로 세워져 설치되는 측벽패널(10)의 상단면(11)에 슬래브패널(20)의 접촉부(21)를 접촉시킨 상태에서, 각각의 상호 대응되어 지는 핀홀(11a)과 체결공(21a)에 웨지핀(WP)을 삽입 체결함으로서 측벽패널(10)과 슬래브패널(20) 간의 직접 결합이 이루어지게 된다.The pinholes 11a and the fastening holes 21a corresponding to each other in the state in which the contact portions 21 of the slab panel 20 are brought into contact with the upper end 11 of the side wall panel 10 which is installed in the vertical direction. By inserting and fastening the wedge pin (WP) to the direct coupling between the side wall panel 10 and the slab panel 20 is made.

이에 따라 슬래브패널(20)에 작용하는 전단하중이 측벽패널(10)의 축하중으로 전달되어 슬래브패널(20)의 처짐현상 및 측벽패널(10)의 수직꺽임현상을 방지할 수 있게 된다.Accordingly, the shear load acting on the slab panel 20 is transferred to the axial load of the side wall panel 10 to prevent sagging of the slab panel 20 and vertical bending of the side wall panel 10.

특히, 본 발명의 슬래브패널(20)은 접촉부(21)가 형성되어져 있는 테두리측을 포함하여 전체적으로 동일한 높이(d)를 형성하고 있기 때문에, 슬래브패널(20)의 처짐현상을 보다 효과적으로 방지할 수 있게 된다.In particular, since the slab panel 20 of the present invention forms the same height d as a whole including the edge side where the contact portion 21 is formed, the slab panel 20 can be prevented from sagging more effectively. Will be.

따라서, 본 발명의 조립구조를 통해 슬래브패널(20) 및 측벽패널(10)의 평탄성을 향상시켜, 정밀한 콘크리트 구조물을 형성할 수 있게 되는 것이다.Therefore, by improving the flatness of the slab panel 20 and the side wall panel 10 through the assembly structure of the present invention, it is possible to form a precise concrete structure.

아울러, 본 발명은 슬래브패널(20)과 측벽패널(10)의 조립 및 해체가 용이하여, 거푸집을 조립하는 작업시간을 단축할 수 있는 동시에 이에 따른 시공품질을 향상시킬 수 있게 된다.In addition, the present invention is easy to assemble and dismantle the slab panel 20 and the side wall panel 10, it is possible to shorten the work time for assembling the formwork and at the same time improve the construction quality.

또한, 슬래브패널(20)의 상면 또는 측면을 미장합판(24,25)으로 구성시키게 되면, 내부에 타설된 콘크리트 재료가 부착되는 현상이 방지되어질 수 있게 되고, 따라서 양생 후 패널을 분리하였을 때 패널면에 콘크리트가 부착되어져 있지 않기 때문에 패널이 항상 양호한 상태를 이룰 수 있는 이점을 나타내게 된다.In addition, when the upper surface or the side of the slab panel 20 is composed of the plasterboard (24, 25), the phenomenon that the concrete material is placed inside can be prevented from sticking, and thus when the panel is separated after curing Since there is no concrete attached to the surface, the panel shows the advantage that it can always be in good condition.

그리고, 상기에서 본 발명의 특정한 실시 예가 설명 및 도시되었지만 본 발명의 슬래브 패널 조립 구조가 당업자에 의해 다양하게 변형되어 실시될 가능성이 있는 것은 자명한 일이다.In addition, although specific embodiments of the present invention have been described and illustrated above, it is obvious that the slab panel assembly structure of the present invention may be variously modified and implemented by those skilled in the art.

그러나, 이와 같은 변형된 실시예들은 본 발명의 기술적 사상이나 전망으로부터 개별적으로 이해되어져서는 안되며, 이와 같은 변형된 실시예들은 본 발명의 첨부된 특허청구범위 안에 속한다 해야 할 것이다.However, such modified embodiments should not be individually understood from the technical spirit or the prospect of the present invention, and such modified embodiments shall fall within the appended claims of the present invention.

이상에서 살펴본 바와 같은 본 발명은, 거푸집의 조립 시공시 슬래브패널이 측벽패널과 보다 견고하게 체결되어질 수 있게 되어 콘크리트 타설시 각 패널에 발생되는 수평처짐이나 수직꺽임현상을 방지할 수 있게 된다.The present invention as described above, the slab panel can be more firmly coupled to the side wall panel during the assembly of the formwork it is possible to prevent the horizontal deflection or vertical bending phenomenon generated in each panel during concrete pouring.

특히, 슬래브패널이 측벽패널과 직접 결이 이루어지게 됨으로 거푸집의 조립 및 해제작업이 용이하게 이루어질 수 있어 작업시간을 단축하는 동시에 재료비용을 절감시킬 수 있게 된다.In particular, since the slab panel is directly formed with the side wall panel, the assembly and release of the formwork can be easily performed, thereby reducing the work time and reducing the material cost.

또한, 패널 표면에 미장합판이 위치되어질 수 있도록 함으로, 콘크리트 재료의 부착현상을 방지하여 패널 및 완성된 콘크리트 시공품질이 양호하게 나타날 수 있게 된다.In addition, by allowing the plywood to be placed on the surface of the panel, it is possible to prevent the adhesion of the concrete material so that the panel and the finished concrete construction quality can be displayed well.

또한, 슬래브패널의 높이(d)가 전체적으로 균일하게 유지되어짐으로 상부로 부터 가해지는 하중에 대한 지지력이 보다 강화되어질 수 있게 된다.In addition, since the height (d) of the slab panel is maintained uniformly as a whole, it is possible to strengthen the bearing capacity for the load applied from the top.

Claims (5)

측벽패널(10)과 슬래브패널(20)을 조립하여 콘크리트 구조물을 형성하는 조립식 거푸집에 있어서,In the prefabricated formwork to form a concrete structure by assembling the side wall panel 10 and the slab panel 20, 상기 슬래브패널(20)은 저면이 개방된 구조를 이루되, 저면 테두리측에는 상기 측벽패널(10) 상단부에 형성된 상단면(11)과 직접 접촉이 이루어지는 접촉부(21)가 구성되어져 있으며;The slab panel 20 has a structure in which a bottom surface is open, and a contact portion 21 having direct contact with an upper surface 11 formed at an upper end portion of the side wall panel 10 is formed at a bottom edge thereof; 상기 접촉부(21)에는 상기 상단면(11)의 핀홀(11a)과 연통되어지는 체결공(21a)이 형성되어져 있어 웨지핀(WP)에 의한 상단면(11)과의 결합이 이루어지도록 구성된 것을 특징으로 하는 조립식거푸집의 슬래브패널구조.The contact portion 21 has a fastening hole (21a) is formed to communicate with the pinhole (11a) of the upper end surface 11 is configured to be coupled to the upper end surface 11 by the wedge pin (WP) Slab panel structure of prefabricated formwork. 청구항 1에 있어서,The method according to claim 1, 상기 접촉부(21)는 슬래브패널(20)의 측벽면(22) 하단부에서 내측으로 연장 구비된 일체형 구조를 이루는 것을 특징으로 하는 조립식거푸집의 슬래브패널구조.The slab panel structure of the prefabricated formwork, characterized in that the contact portion 21 forms an integral structure extending inward from the lower end of the side wall surface 22 of the slab panel 20. 청구항 1에 있어서,The method according to claim 1, 상기 슬래브패널(20)의 상면은 외표면에 수지재료가 코팅 구비된 미장합판(24)으로 구성되었으며, 상기 미장합판(24)을 지지하기 위한 지지돌부(23)가 슬패브패널(20)의 측벽면(22) 상단 테두리측을 따라 돌출 구비된 것을 특징으로 하는 조립식거푸집의 슬래브패널구조.The upper surface of the slab panel 20 is composed of a plasterboard (24) having a resin material coated on the outer surface, the support protrusions 23 for supporting the plasterboard (24) of the slab panel 20 Slab panel structure of the prefabricated formwork, characterized in that provided with protruding along the upper edge side of the side wall surface (22). 청구항 1 또는 청구항 3에 있어서,The method according to claim 1 or 3, 상기 슬래브패널(20)의 측벽면(22) 외측에는 외표면에 수지재료가 코팅 구비된 미장합판(25)이 부착 구비된 것을 특징으로 하는 조립식거푸집의 슬래브패널구조.The slab panel structure of the prefabricated formwork, characterized in that the outer surface of the slab panel 20, the outer surface is provided with a plastering plywood (25) having a resin material coated on the outer surface. 청구항 1에 있어서,The method according to claim 1, 상기 슬래브패널(20)은 중심에서 부터 접촉부(21)를 이루고 있는 테두리측에 이르기까지 전체적으로 일정한 높이(d)를 이루는 것을 특징으로 하는 조립식거푸집의 슬래브패널구조.The slab panel 20 is a slab panel structure of the prefabricated formwork, characterized in that to form a constant height (d) as a whole from the center to the edge side forming the contact portion (21).
KR1020070012784A 2007-02-07 2007-02-07 A slab panel structure of joint type mold KR100860064B1 (en)

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KR101046020B1 (en) * 2008-10-22 2011-07-01 박정진 Formwork wedge joining structure for easy demoulding and reassembly
KR200469385Y1 (en) * 2013-03-19 2013-10-08 (주)금강시스템즈스케폴딩 Structure for supporting slab panel
KR20210121823A (en) 2020-03-31 2021-10-08 김시영 Beam Assembly for supporting slave pannel
KR102311766B1 (en) * 2020-04-29 2021-10-12 김시영 Method of dropping Slab pannel for Slab Construction

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KR20170003756U (en) * 2013-02-18 2017-10-31 도카 게엠베하 Formwork Panel and Formwork System
KR200486857Y1 (en) * 2013-02-18 2018-07-09 도카 게엠베하 Formwork Panel and Formwork System

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