KR100850801B1 - A concrete mold connecting structure - Google Patents

A concrete mold connecting structure Download PDF

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Publication number
KR100850801B1
KR100850801B1 KR1020080016015A KR20080016015A KR100850801B1 KR 100850801 B1 KR100850801 B1 KR 100850801B1 KR 1020080016015 A KR1020080016015 A KR 1020080016015A KR 20080016015 A KR20080016015 A KR 20080016015A KR 100850801 B1 KR100850801 B1 KR 100850801B1
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South Korea
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formwork
concrete
forms
pin
long
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KR1020080016015A
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Korean (ko)
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김호수
이범수
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서보산업 주식회사
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/02Connecting or fastening means for non-metallic forming or stiffening elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/04Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G2017/008Pin and hole connection type

Abstract

A form connecting structure is provided to keep forms connected without vertical and horizontal distortion against external force such as concrete pressure when manufacturing a form accordant to the concrete placing area by connecting many forms vertically and horizontally, and to heighten the quality of a concrete wall by preventing a leakage of concrete through a fastener passing groove when placing concrete. A form connecting structure is used to connect forms without the distortion of forms and the leakage of concrete by arranging many forms(10) vertically and horizontally according to the size of concrete placing area and fixing with fixtures, and coupling a distortion and water leakage prevention member(20) between the forms. The form is composed of a concrete placing plate(11), and a profile(12) coupled to the circumference of one side of the concrete placing plate and provided with projections(12a) and grooves(12b). The distortion/water leakage prevention member is coupled between the forms to prevent the forms from being distorted vertically and horizontally, and formed in the type of a box filled inward or hollowed inward.

Description

거푸집 연결구조{A CONCRETE MOLD CONNECTING STRUCTURE}Formwork connecting structure {A CONCRETE MOLD CONNECTING STRUCTURE}
본 발명은 거푸집 연결구조에 관한 것으로, 더욱 상세하게는 다수의 거푸집을 종횡방향으로 연결하여 콘크리트 타설면적에 맞는 거푸집을 제조할 때 콘크리트 타설압력 등의 외력이 가해지더라도 거푸집들이 상하좌우로 비틀림없이 연결 상태를 유지할 수 있도록 함과 아울러 콘크리트 타설시 긴결재 통과홈 등에 의해 콘크리트가 누출되는 것을 방지하여 콘크리트 벽체 품질을 높일 수 있는 거푸집 연결구조에 관한 것이다.The present invention relates to a formwork connecting structure, and more particularly, when the formwork is connected to a plurality of formwork in the longitudinal and horizontal direction when manufacturing the formwork to fit the concrete placing area, even if the external force such as concrete placing pressure is applied to the top, bottom, left and right without twisting The present invention relates to a formwork connection structure that can maintain the state and prevent the concrete from leaking due to the long pass through grooves when placing concrete, thereby improving the quality of the concrete wall.
주지하는 바와 같이 콘크리트 건축물을 시공하기 위하여 내측에 먼저 철근 구조물을 형성한 후, 내외면을 목재 또는 금속재로 된 거푸집을 대어 형틀을 형성하고 그 외측을 프레임과 버팀목 등으로 지지시킨 다음 내측에 반죽 상태의 콘크리트를 주입 타설하여 굳혀 바닥, 벽체, 천정 등을 시공하고 있다.As is well known, in order to construct a concrete building, first, a reinforcing structure is formed on the inner side, and then a mold is formed by applying wooden or metal formwork to the inner and outer surfaces, and the outer side is supported by a frame and a crutch, and then kneaded inside. Concrete is poured and poured to harden the floor, walls, and ceilings.
한편 근래에는 상기한 거푸집 작업을 보다 용이하게 실시할 수 있도록 정형화 된 거푸집(이하 유로폼이라 칭함)이 제안되어 있다.On the other hand, formwork (hereinafter referred to as euroform) has been proposed in recent years so that the above-mentioned formwork can be carried out more easily.
이러한 유로폼은 크기가 다른 다종의 규격화된 판넬을 마련하고, 그 판넬의 일측면 테두리에 프로파일(Profile; 콘크리트 거푸집 테두리 지지용 형재)을 부착하여 이루어진다.Such a Euroform is provided by providing a standardized panel of various sizes and attaching a profile to one side edge of the panel.
유로폼은 소정크기를 갖는 사각패널형상의 알루미늄 주물품으로서 측면부에 다수개의 조립공이 관통형성되어 있으며, 거푸집을 형성하기 위한 조립시 수직 및 수평으로 다수개의 유로폼을 연속적으로 맞닿게 하여 핀(웨지핀, 알폼핀 등), 클램프 등과 같은 고정수단을 사용하여 상호조립함으로써 콘크리트 타설면적에 맞는 하나의 거푸집을 형성하도록 되어 있다.Euroform is a rectangular panel-shaped aluminum casting having a predetermined size, and a plurality of assembling holes are formed through the side surface. When assembling to form a formwork, the Euroform continuously contacts a plurality of Euroforms vertically and horizontally to form pins (wedge pins, By using the fixing means such as alfoam pins), clamps, etc. to be assembled together to form a formwork suitable for the concrete pouring area.
그러나, 종래 기술에 의한 유로폼은 다수개가 종횡방향으로 연결되어 사용되며, 고정수단에 의해 거푸집들이 이탈되지 않도록 고정할 수는 있지만 유로폼들의 이음부가 단순히 접촉된 상태이기 때문에 상하 좌우로 비틀림이 발생되는 문제점과 콘크리트 타설시 거푸집 사이의 긴결재 통과홈 등을 통해 콘크리트가 누수되는 문제점이 있다.However, a number of euroforms according to the prior art are connected and used in the longitudinal direction, and can be fixed so that the formwork is not detached by the fixing means, but because the joints of the euroforms are simply in contact with each other, there is a problem of twisting vertically and horizontally. There is a problem that the concrete leaks through the long-pass through grooves between the formwork and concrete pouring.
본 발명은 전술한 바와 같은 문제점을 해결하기 위한 것으로, 다수의 거푸집을 종횡방향으로 연결하여 콘크리트 타설면적에 맞는 거푸집을 제조할 때 콘크리트 타설압력 등의 외력이 가해지더라도 거푸집들이 상하좌우로 비틀림없이 연결 상태를 유지할 수 있고, 콘크리트 타설시 긴결재 통과홈 등에 의해 콘크리트가 누출되 는 것을 방지하여 콘크리트 벽체 품질을 높일 수 있는 거푸집 연결구조를 제공하려는데 그 목적이 있다.The present invention is to solve the problems as described above, even when an external force such as the concrete placing pressure is applied when manufacturing a form suitable for the concrete placing area by connecting a plurality of formwork in the longitudinal direction, the formwork is connected without twisting up, down, left and right The purpose of the present invention is to provide a formwork structure that can maintain the state and prevent the concrete from leaking due to the long passage through grooves when concrete is poured, thereby improving the quality of the concrete wall.
전술한 목적을 달성하기 위한 본 발명에 의한 거푸집 연결구조는, 다수의 거푸집을 종횡방향으로 배열하고, 상기 거푸집 중 종횡방향을 따라 근접되는 거푸집 사이에 비틀림누수방지재를 개재하여 상기 거푸집들의 비틀림과 콘크리트의 누출이 방지되는 구조인 것을 특징으로 한다.Formwork connecting structure according to the present invention for achieving the above object, the plurality of formwork arranged in the longitudinal direction, and the torsion of the formwork through the torsional leakage preventing material between the formwork adjacent in the longitudinal direction of the formwork and Characterized in that the structure is to prevent the leakage of concrete.
본 발명에 의한 거푸집 연결구조에 의하면, 비틀림누수방지재가 거푸집들의 사이에 장착되어 거푸집들에 콘크리트 타설압력이 가해지더라도 거푸집들이 상하 좌우로 비틀어지지 않으므로 콘크리트 건축물의 표면을 고르게 유지할 수 있고 콘크리트 타설시 거푸집의 변형을 막을 수 있으며, 콘크리트 타설시 긴결재 통과홈 등에 의해 콘크리트가 누출되는 것을 방지하여 콘크리트 벽체 품질을 높일 수 있는 등의 효과가 있다.According to the formwork connecting structure according to the present invention, even if the torsional leak prevention material is mounted between the formwork, even if the concrete placing pressure is applied to the formwork, the formwork is not twisted up and down left and right, so that the surface of the concrete building can be maintained evenly and It can prevent the deformation of the concrete, and prevents the concrete from leaking due to the long pass through grooves when placing concrete, such as to increase the quality of the concrete wall.
<실시예 1><Example 1>
도 1에서 보이는 것처럼, 본 실시예에 의한 거푸집 연결구조는, 건축물의 타 설 크기에 맞춰 다수의 거푸집(10)을 종횡??향을 따라 배열하여 고정수단으로 고정하고, 거푸집(10)들의 사이에 비틀림누수방지재(20)를 결합하여 거푸집(10)들을 연결한다.As shown in Figure 1, the formwork connection structure according to the present embodiment, a plurality of formwork 10 is arranged along the longitudinal and horizontal direction in accordance with the placing size of the building and fixed by the fixing means, between the formwork (10) Combine the formwork 10 by combining the torsional leak prevention material (20).
먼저 거푸집(10)은 본 발명에 의해 구조가 개선된 것이 아니라 기존 거푸집이 그대로 사용되며, 타설판(11), 타설판(11)의 일측면 둘레부에 결합되는 프로파일(12)로 이루어진다.First, the formwork 10 is not the structure is improved by the present invention, the existing formwork is used as it is, made of a profile 12 coupled to the circumferential portion of the pour plate 11, the pour plate (11).
타설판(11)은 합판, 철판, 합판과 철판이 조합된 판재 등이 사용될 수 있다.The pour plate 11 may be a plywood, iron plate, a plate and a combination of plywood and iron plate.
도 2a와 도 2b에서 보이는 것처럼, 프로파일(12)은 알루미늄, 스틸 등을 재질로 하며 폭보다 길이가 긴 박판형태로서 폭방향 양측에 각각 턱(12a)이 각각 돌출 형성되어 턱(12a)들의 사이에 홈(12b)이 구비된다. As shown in Figures 2a and 2b, the profile 12 is made of aluminum, steel, etc., the length of the thin plate shape is longer than the width of the jaw (12a) protruding respectively formed on both sides in the width direction between the jaws (12a) The groove 12b is provided in the.
이러한 구조의 거푸집(10)은 다수개가 종방향 및/또는 횡방향을 따라 배열되어 상기 고정수단을 통해 고정된다. 상기 고정수단은 볼트, 핀(웨지핀, 알폼핀 등), 클램프 등일 수 있다. 상기 고정수단은 기존 고정수단과 동일하므로 고정수단에 의한 거푸집(10)들의 고정구조는 생략하기로 한다.Formwork 10 of this structure is arranged in the longitudinal direction and / or transverse direction is fixed through the fixing means. The fixing means may be a bolt, a pin (wedge pin, alfoam pin, etc.), a clamp, or the like. Since the fixing means is the same as the existing fixing means, the fixing structure of the formwork 10 by the fixing means will be omitted.
비틀림누수방지재(20)는 거푸집(10)들의 사이에 결합되어 거푸집(10)들이 상하 좌우로 비틀리지 않도록 하는 것으로, 내부가 찬 박스 또는 내부에 중공부가 구비된 박스 형태일 수 있다. The torsional leakage preventing material 20 is coupled between the dies 10 to prevent the dies 10 from twisting up and down and left and right, and may be in the form of a box having a cold inside or a hollow portion provided therein.
비틀림누수방지재(20)는 근접되는 거푸집(10)들과 밀착될수록 거푸집(10)들의 비틀림을 더욱 효과적으로 막을 수 있을 것이므로 탄성체 예를 들어, 압축고무, 우레탄, 합성수지 등으로 이루어지는 것이 바람직하다. 물론 일반 플라스틱의 재질 도 사용 가능하다.The torsional leakage preventing material 20 may be more effectively prevent the torsion of the formwork 10 as it comes in close contact with the formwork 10 in close proximity, for example, it is preferably made of an elastomer, for example, compressed rubber, urethane, synthetic resin and the like. Of course, ordinary plastic materials can be used.
비틀림누수방지재(20)는 근접되는 2장의 거푸집(10)의 홈(12b)에 장착되는 것인바, 두께는 2장의 거푸집(10)이 결합된 상태의 홈(12b)의 높이보다 더 클 것이다.Torsional leakage preventing material 20 is to be mounted in the groove 12b of the two pieces of formwork 10 in close proximity, the thickness will be greater than the height of the groove 12b of the two formwork 10 is coupled. .
이와 같이 구성된 본 실시예에 의한 거푸집 연결구조에 따르면, 건축물의 콘크리트 타설 면적에 맞춰 다수의 거푸집(10)들을 종방향 및/또는 횡방향을 따라 배열하여 1장의 거푸집을 완성하는데, 근접되는 거푸집(10)들의 프로파일(12)의 홈(12b)에 비틀림누수방지재(20)를 끼워 장착한다. 비틀림누수방지재(20)의 장착 방법은 어느 하나의 거푸집(10)의 홈(12a)에 비틀림누수방지재(20)를 끼우는 방법, 2장의 거푸집(10)을 상기 고정수단을 고정한 후 일측에서부터 압입하는 방법 등 다양한 방법이 가능할 것이다.According to the formwork connection structure according to the present embodiment configured as described above, to form a plurality of formwork 10 along the longitudinal and / or transverse direction to complete the formwork in accordance with the concrete placing area of the building, the formwork close to ( 10 to fit the torsional leakage preventing material 20 in the groove (12b) of the profile (12). The method of mounting the torsional leak prevention material 20 is a method of fitting the torsional leakage prevention material 20 into the groove 12a of any one formwork 10, and from the one side after fixing the two pieces of the formwork (10) Various methods such as a press-fit method may be possible.
비틀림누수방지재(20)가 도 2a와 도 2b처럼 횡방향, 종방향으로 결합된 상태에서 거푸집(10)에 외력이 가해질 경우 거푸집(10)들의 결속력이 크고 특히 거푸집(10)들의 이음부에서 비틀림이 발생되지 않게 된다.When the external force is applied to the formwork 10 in a state in which the torsional leak preventing material 20 is coupled in the lateral and longitudinal directions as shown in FIGS. 2A and 2B, the binding force of the formwork 10 is large and particularly at the joint portion of the formwork 10. No torsion occurs.
도면 중 미설명 부호 21, 22는 고정수단 중 핀(웨지핀, 알폼핀 등)이 끼워지는 핀공이다.In the drawings, reference numerals 21 and 22 denote pin holes into which pins (wedge pins, alfoam pins, etc.) are fitted.
<실시예 2><Example 2>
도 3에서 보이는 것처럼, 본 실시예에 의한 거푸집 연결구조는, 거푸집(10)의 프로파일(12)에 형성된 긴결재 통과홈(13)을 막아 콘크리트가 누출되지 않도록 할 수 있는 것을 특징으로 한다.As shown in FIG. 3, the formwork connection structure according to the present embodiment is characterized in that the concrete can be prevented from leaking by blocking the long-passing through hole 13 formed in the profile 12 of the formwork 10.
거푸집(10)은 일정 간격을 두고 한 쌍이 마주하게 세워져 이 한 쌍의 거푸집(10) 사이의 공간에 콘크리트가 채워지도록 하는 틀인 것이며, 이때, 마주하는 한 쌍의 거푸집(10)들의 간격을 유지하기 위하여 간격유지장치가 적용되기도 한다. 상기 간격유지장치는 기존 간격유지장치가 그대로 적용되는 것인바 도면에 도시하지 않고 간략히 설명하며, 예컨대 거푸집(10)에 각각 관통되는 긴결재(30), 긴결재(30)들을 연결하는 연결재(미도시)(볼트, 스틸바 등), 거푸집(10)의 외측에서 거푸집(10)을 관통한 긴결재(30)에 체결되어 긴결재(30)를 고정하는 조임구(미도시)로 구성된다. 즉, 거푸집(10)의 프로파일(12)에는 긴결재(30)가 관통되는 긴결재 통과홈(13)이 형성되는 것이다. 긴결재 통과홈(13)은 프로파일(12)에 일정 간격으로 다수개가 형성되지만, 모든 긴결재 통과홈(13)에 긴결재(30)가 체결되지 않고 콘크리트 구조물의 높이, 두께 등에 따라 간격유지장치의 설치 위치와 수량이 달라지므로 긴결재(30)가 체결되지 않는 긴결재 통과홈(13)이 생기게 되며, 콘크리트 타설시 긴결재 통과홈(13)을 통해 콘크리트가 거푸집(10) 바깥으로 누출될 수 있다. Formwork (10) is a frame so that the concrete is filled in the space between the pair of the formwork (10) paired to face a certain interval, at this time, to maintain the spacing of the pair of formwork (10) facing Space keeping devices are also used for this purpose. The gap retaining device is a conventional gap retaining device is applied as it is not shown in the drawings briefly described, for example, the connecting member for connecting the long binding material 30, the long binding material 30 through each of the formwork 10 (not shown) Shi) (bolts, steel bars, etc.), and fasteners (not shown) fastened to the long binding material 30 penetrating the formwork 10 from the outside of the formwork 10 to fix the long binding material 30. That is, in the profile 12 of the formwork 10 is a long binder passing groove 13 through which the long binder 30 is formed. Although the plurality of long pass through grooves 13 are formed in the profile 12 at regular intervals, the long stay pass 30 is not fastened to all the long pass through grooves 13 and maintains the gap according to the height, thickness, etc. of the concrete structure. Since the installation position and the quantity of the long binding material (30) is not connected to the long binder passing groove 13 is formed, the concrete will be leaked out of the formwork (10) through the long binder passing groove 13 when placing concrete Can be.
본 실시예는 별도의 자재를 사용하지 않고 비틀림누수방지재(20)의 구조 개선을 통해 긴결재 관통홈(13)을 통해 콘크리트가 누출되지 않도록 할 수 있는 것으로, 비틀림누수방지재(20)의 일측 또는 양측에는 긴결재 통과홈(13)에 끼워져 긴결재 통과홈(13)을 막는 막음편(23)이 돌출 형성된다. This embodiment is to prevent the concrete from leaking through the long binding through-hole 13 through the structural improvement of the torsional leakage preventing material 20 without using a separate material, the torsional leakage preventing material 20 On one side or both sides, the blocking piece 23 is inserted into the long binder passing groove 13 and blocks the long binder passing groove 13.
이와 같이 구성된 본 실시예에 따르면, 도 3과 도 4에서 보이는 것처럼, 비틀림누수방지재(20)가 근접되는 거푸집(10)들 사이에 결합되면 막음편(23)이 긴결 재 통과홈(13)에 끼워져 긴결재 통과홈(13)을 밀폐함에 따라 콘크리트 타설시 콘크리트가 긴결재 통과홈(13)을 통해 거푸집(10) 외측으로 누출되지 않는다.According to this embodiment configured as described above, as shown in Figures 3 and 4, when the torsional leakage preventing material 20 is coupled between the adjacent formwork (10) the blocking piece 23 is a tight re-pass groove 13 The concrete is not leaked out of the formwork 10 through the long binder passing groove 13 when the concrete is placed by sealing the long binder passing groove 13.
<실시예 3><Example 3>
도 5에서 보이는 것처럼, 본 실시예에 의한 거푸집 연결구조는, 긴결재(30)가 관통되는 긴결재 삽입홀(24)이 형성된 것을 특징으로 한다.As shown in Figure 5, the formwork connecting structure according to the present embodiment is characterized in that the long binding material insertion hole 24 through which the long binding material 30 is formed.
즉, 긴결재(30)는 프로파일(12)의 긴결재 통과홈(13)을 통해 비틀림누수방지재(20)의 긴결재 삽입홀(24)에 끼워지게 되는 것이다. 긴결재 삽입홀(24)에 긴결재(30)가 끼워진 상태에서 긴결재(30)에 고정수단인 핀(웨지핀, 알폼핀 등)이 끼워지도록 긴결재 삽입홀(24)은 핀공(21)이 형성되는 위치에 형성될 수도 있다.That is, the long binder 30 is to be inserted into the long binder insertion hole 24 of the torsional leakage preventing material 20 through the long binder passing groove 13 of the profile (12). In the state where the long binder 30 is inserted into the long binder insertion hole 24, the long binder insertion hole 24 is a pin hole 21 so that pins (wedge pins, alfoam pins, etc.), which are fixing means, are inserted into the long binder 30. It may be formed at the position where it is formed.
<실시예 4><Example 4>
도 6a와 도 6b에서 보이는 것처럼, 본 실시예에 의한 거푸집 연결구조는, 비틀림누수방지재(20)의 폭방향 양측에는 거푸집(10)의 프로파일(12)의 턱에 안착되어, 근접되는 2장의 거푸집(10)의 사이에 개재되는 압축날개(25)가 형성된다.As shown in Figure 6a and Figure 6b, the formwork connecting structure according to the present embodiment, the two sides of the form of the torsional leak-proof material 20 is seated on the jaw of the profile 12 of the formwork 10 on both sides in the width direction Compression wings 25 interposed between the dies 10 are formed.
2장의 거푸집(10)이 종방향/횡방향으로 결합될 때 압축날개(25)가 압축되어 프로파일(12)들 사이에 틈이 생기지 않으므로 콘크리트의 누출을 막을 수 있다.When the two formwork 10 is combined in the longitudinal / transverse direction, the compression wing 25 is compressed so that there is no gap between the profiles 12 can prevent the leakage of concrete.
본 실시예도 전술한 실시예 3처럼 긴결재 삽입홀(24)이 형성될 수 있으며, 긴결재 삽입홀(24)이 형성되는 경우 긴결재 삽입홀(24)이 형성될 위치에서 압축날개(25)는 형성되지 않을 수 있다.In this embodiment, as in the above-described embodiment 3, the long binder inserting hole 24 may be formed, and when the long binder inserting hole 24 is formed, the compression blade 25 is formed at the position where the long binder inserting hole 24 is to be formed. May not be formed.
도 7a와 도 7b처럼 압축날개(25)는 비틀림누수방지재(20)의 양측 모두에 형성되지 않고 콘크리트 타설면측에만 형성될 수도 있다. 7A and 7B, the compression blade 25 may not be formed on both sides of the torsional leakage preventing material 20, but may be formed only on the concrete pouring surface side.
<실시예 5>Example 5
도 8a와 도 8b에서처럼 비틀림누수방지재(20)에는 프로파일(12)의 핀공(12c)에 끼워지는 핀부(26)가 형성된다. 즉, 본 실시예에 의하면, 비틀림누수방지재(20)가 프로파일(12) 사이에 끼워지는 것에 그치지 않고 핀부(26)에 의해 끼움식으로 결합되어 프로파일(12)과의 결속력을 증대할 수 있고, 비틀림누수방지재(20)가 프로파일(12) 사이에서 움직이지 않게 된다.8A and 8B, the torsional leakage preventing material 20 is formed with a pin part 26 fitted into the pin hole 12c of the profile 12. That is, according to the present embodiment, the torsional leakage preventing material 20 is not limited to being sandwiched between the profiles 12 but is fitted by the pin portion 26 to increase the binding force with the profile 12. , The torsional leakage preventing material 20 is not moved between the profile (12).
여기서, 핀부(26)에 별도의 핀(40)(웨지핀, 알폼핀)이 끼워질 수 있도록 핀부(26)에는 핀체결공(26a)이 더 형성될 수 있다.Here, a pin fastening hole 26a may be further formed in the pin part 26 so that a separate pin 40 (wedge pin, al foam pin) may be inserted into the pin part 26.
핀부(26)는 도면에서처럼, 비틀림누수방지재(20)의 양면에 지그재그 형태로 형성될 수도 있고 비틀림누수방지재(20)를 중심으로 하여 대칭으로 형성될 수도 있다.The pin part 26 may be formed in a zigzag shape on both sides of the torsional leakage preventing material 20 or symmetrically about the torsional leakage preventing material 20 as shown in the drawing.
또한, 핀부(26)의 형태는 평평한 판상(삽입이 용이하도록 선단부가 뾰족한 형태가 바람직함)일 수도 있고, 도 8c와 같이, 원통형일 수도 있다.In addition, the shape of the pin part 26 may be a flat plate shape (preferably the shape of which the tip part is pointed so that insertion may be easy), and may be cylindrical like FIG. 8C.
도 1 내지 도 2b는 각각 본 발명의 실시예 1에 따른 거푸집 연결구조를 보인 사시도, 종단면도 및 횡단면도.1 to 2b is a perspective view, a longitudinal cross-sectional view and a cross-sectional view showing a formwork connecting structure according to the first embodiment of the present invention, respectively.
도 3과 도 4는 각각 본 발명의 실시예 2에 따른 거푸집 연결구조를 보인 사시도와 종단면도.3 and 4 are a perspective view and a longitudinal sectional view showing a formwork connection structure according to a second embodiment of the present invention, respectively.
도 5는 본 발명의 실시예 3에 따른 거푸집 연결구조를 도시한 사시도.5 is a perspective view showing a formwork connection structure according to a third embodiment of the present invention.
도 6a와 도 6b는 각각 본 발명의 실시예 4에 의한 거푸집 연결구조를 도시한 사시도와 횡단면도.6a and 6b are a perspective view and a cross-sectional view showing a formwork connecting structure according to a fourth embodiment of the present invention, respectively.
도 7a와 도 7b는 각각 본 발명의 실시예 4에 의한 거푸집 연결구조의 변형도.Figure 7a and 7b is a modified view of the formwork connecting structure according to the fourth embodiment of the present invention, respectively.
도 8a 내지 도 8c는 각각 본 발명의 실시예 5에 의한 거푸집 연결구조의 변형도.8a to 8c is a modified view of the formwork connecting structure according to the fifth embodiment of the present invention, respectively.
<도면의 주요 부분에 사용된 부호의 설명><Description of the symbols used in the main parts of the drawing>
10 : 거푸집, 11 : 타설판10: formwork, 11: pour plate
12 : 프로파일, 12a : 턱12: profile, 12a: chin
12b : 홈, 13 : 긴결재 통과홈12b: groove, 13: long-pass through groove
20 : 비틀림누수방지재, 21,22 : 핀공20: torsional leakage preventing material, 21,22: pin ball
23 : 막음편, 24 : 긴결재 삽입홀23: plugging piece, 24: long grain insertion hole
25 : 압축날개, 26 : 핀부25: compression wing, 26: pin portion
30 : 긴결재, 40 : 핀30: long binding, 40: pin

Claims (8)

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  8. 타설판(11), 폭방향 양측에 각각 턱(12a)이 형성되어 이 턱의 사이에 홈(12b)이 형성된 박판형이며 상기 타설판의 일측면 테두리부에 결합되는 다수의 프로파일(12)을 포함하여 이루어진 다수의 거푸집(10)을 종횡방향으로 배열하고,A pour plate 11, each of the jaw 12a is formed on both sides in the width direction to form a thin plate-shaped groove 12b between the jaw and includes a plurality of profiles 12 coupled to one side edge of the pour plate. Arrange a plurality of formwork 10 made in the longitudinal and transverse directions,
    상기 거푸집 중 종횡방향을 따라 근접되는 거푸집의 프로파일 사이의 홈에 탄성재질이면서 상기 거푸집의 프로파일에 형성된 핀공(12c)에 끼워지는 핀부(26)가 구비된 비틀림누수방지재(20)를 개재하여 상기 거푸집들의 비틀림과 콘크리트의 누출을 방지하는 거푸집 연결구조에 있어서, The torsional leakage preventing material 20 is provided in the groove between the profile of the formwork close to the longitudinal direction of the formwork, the pin portion 26 is fitted to the pin hole 12c formed in the profile of the formwork. In formwork connecting structure to prevent torsion of formwork and leakage of concrete,
    상기 핀부에는 상기 거푸집의 프로파일의 핀공에 관통된 상태에서 핀(40)이 끼워 고정되는 핀체결공(26a)이 형성된 것을 특징으로 하는 거푸집 연결구조.Forming connection structure, characterized in that the pin portion is formed with a pin fastening hole (26a) is fixed to the pin 40 in the state penetrated through the pin hole of the profile of the formwork.
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KR100930003B1 (en) 2009-04-21 2009-12-07 서보산업 주식회사 Slab mould and slab constructing method using this
KR101039876B1 (en) * 2009-05-11 2011-06-09 (주)블루폼 System panel with reinforced corner part
KR200456062Y1 (en) 2008-11-20 2011-10-10 (주)블루폼 Pannels with connecting apparatus
KR101179754B1 (en) 2010-07-20 2012-09-04 동일고무벨트주식회사 Euroform System for Pouring Slab Concrete
KR101406617B1 (en) 2011-12-27 2014-06-13 주식회사 포스코 Method of Structural Evaluation of Form, and Contrete Form manufactured by the method
KR101439702B1 (en) * 2012-12-27 2014-09-17 주식회사 포스코 Contrete Form for testing And Method of Structural Evaluation of the same
KR101587798B1 (en) * 2014-11-13 2016-01-25 김성탄 Variable space-bar type formwork
CN106223606A (en) * 2016-07-24 2016-12-14 晟通科技集团有限公司 Wall column formwork system and join mould method
KR101870436B1 (en) * 2017-12-08 2018-06-22 이근우 Gang form prefabricated by aluminium pannel
KR200488570Y1 (en) * 2018-08-21 2019-02-21 미래테크(주) A multi-purpose concrete mold having a cavity-retaining groove-engaging groove
KR102064451B1 (en) * 2019-05-02 2020-01-09 고길륜 Architectural formwork for preventing leakage of cement paste and construction method using the same

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KR19990037050U (en) * 1999-06-18 1999-10-05 이영철 Euro form adhesive pad for preventing leakage of cement paste
KR20010090924A (en) * 2000-04-08 2001-10-22 곽창수 Spacer for euro-form flash board
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KR20010090924A (en) * 2000-04-08 2001-10-22 곽창수 Spacer for euro-form flash board
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200456062Y1 (en) 2008-11-20 2011-10-10 (주)블루폼 Pannels with connecting apparatus
KR100930003B1 (en) 2009-04-21 2009-12-07 서보산업 주식회사 Slab mould and slab constructing method using this
WO2010123258A2 (en) * 2009-04-21 2010-10-28 서보산업(주) Slab mould, and slab construction method using same
WO2010123258A3 (en) * 2009-04-21 2011-03-10 서보산업(주) Slab mould, and slab construction method using same
KR101039876B1 (en) * 2009-05-11 2011-06-09 (주)블루폼 System panel with reinforced corner part
KR101179754B1 (en) 2010-07-20 2012-09-04 동일고무벨트주식회사 Euroform System for Pouring Slab Concrete
KR101406617B1 (en) 2011-12-27 2014-06-13 주식회사 포스코 Method of Structural Evaluation of Form, and Contrete Form manufactured by the method
KR101439702B1 (en) * 2012-12-27 2014-09-17 주식회사 포스코 Contrete Form for testing And Method of Structural Evaluation of the same
KR101587798B1 (en) * 2014-11-13 2016-01-25 김성탄 Variable space-bar type formwork
CN106223606A (en) * 2016-07-24 2016-12-14 晟通科技集团有限公司 Wall column formwork system and join mould method
KR101870436B1 (en) * 2017-12-08 2018-06-22 이근우 Gang form prefabricated by aluminium pannel
KR200488570Y1 (en) * 2018-08-21 2019-02-21 미래테크(주) A multi-purpose concrete mold having a cavity-retaining groove-engaging groove
KR102064451B1 (en) * 2019-05-02 2020-01-09 고길륜 Architectural formwork for preventing leakage of cement paste and construction method using the same

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