KR101479910B1 - Folded internal form for building - Google Patents

Folded internal form for building Download PDF

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Publication number
KR101479910B1
KR101479910B1 KR20140134205A KR20140134205A KR101479910B1 KR 101479910 B1 KR101479910 B1 KR 101479910B1 KR 20140134205 A KR20140134205 A KR 20140134205A KR 20140134205 A KR20140134205 A KR 20140134205A KR 101479910 B1 KR101479910 B1 KR 101479910B1
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South Korea
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corner
plates
molds
mold
slab
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KR20140134205A
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Korean (ko)
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한상구
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(주) 종합건축사사무소 동일건축
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Priority to KR20140134205A priority Critical patent/KR101479910B1/en
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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
    • E04G15/00Forms or shutterings for making openings, cavities, slits, or channels
    • E04G15/06Forms or shutterings for making openings, cavities, slits, or channels for cavities or channels in walls of floors, e.g. for making chimneys
    • E04G15/063Re-usable forms
    • E04G15/065Re-usable forms with mechanical means to modify the section
    • 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
    • E04G17/14Bracing or strutting arrangements for formwalls; Devices for aligning forms

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Moulds, Cores, Or Mandrels (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

The present invention relates to a collapsible internal form for a building used to form a material pull outlet formed on a concrete slab and, more specifically, relates to the collapsible internal form for a building which facilitates mold installation and deformation operation using a collapsible lateral type plate and a cornered plate. The present invention provides the collapsible internal form for a building facilitating mold installation and deformation capable of reusing the form. To achieve the purpose of the present invention, a corner separation unit is formed between the lateral type plate of a front and rear and right and left side disposed in a rectangular frame on a slab form, and a hinge plate bonded to the lower end portion of the lateral type plate fixated to the slab form.

Description

건축용 접이식 내부거푸집{Folded internal form for building}[0001] Folded internal form for building [0002]

본 발명은 주로 콘크리트 슬래브에 형성되는 자재인양구를 성형하는데 이용하는 건축용 접이식 내부거푸집에 관한 것으로, 더욱 상세하게는 접을 수 있는 측면형판과 코너형판을 이용해서 거푸집 설치와 탈형작업을 편리하게 할 수 있도록 한 건축용 접이식 내부거푸집에 관한 것이다.The present invention relates to a folding inner formwork for use in forming a large amount of masonry, which is mainly a material to be formed on a concrete slab, and more particularly, to a folding type inner formwork for folding a building using a foldable side mold and a corner mold, The present invention relates to a folding type building die for a building.

종래에 슬래브를 상하로 관통하는 장방형의 자재인양구를 성형하기 위해서는 각재와 판재를 절단한 다음 사각틀 모양으로 이어 붙인 다음 자재인양구 성형위치에 설치 한 후 주변의 철근과 연결하여 고정한 상태에서 콘크리트를 타설하고 있었다.Conventionally, in order to form a rectangular cross-shaped material that passes through a slab vertically, it is necessary to cut the slabs and plate materials, and then connect the slabs to each other in a rectangular shape. I was putting it.

그러나, 이와 같은 종래의 형틀은 탈형시 안쪽으로 움직이는 것이 곤란하여 콘크리트 양생전에 탈형할 수 밖에 없는데, 이때 형틀 주변의 콘크리트가 깨져서 손상되는 문제점이 있었으며, 형틀에 사용한 각재와 판재가 탈형시 심하게 손상되는 문제점이 있었다.However, such conventional molds are difficult to move inward during demoulding, so they can not be demolded before concrete curing. At this time, there is a problem that the concrete around the molds is broken and damaged, and the slabs and plates used in the molds are severely damaged There was a problem.

KRKR 10-058336110-0583361 B1B1 KRKR 10-103473210-1034732 B1B1

본 발명은 상기와 같은 문제점을 해결하기 위하여 이루어진 것으로, 그 목적은 거푸집의 설치와 탈형이 용이하고, 거푸집의 재사용이 가능한 건축용 접이식 내부거푸집을 제공함에 있다.SUMMARY OF THE INVENTION The present invention has been made in order to solve the above problems, and it is an object of the present invention to provide a foldable inner formwork for construction which can be easily installed and demolded, and can be reused.

이러한 본 발명의 목적을 달성하기 위하여 슬래브거푸집의 위에 사각틀 형태로 배치된 전후좌우측의 측면형판 사이에 코너이격부를 형성하고, 측면형판의 하단부에 결합된 경첩판을 슬래브거푸집에 고정하며, 측면형판의 안쪽면에 밀착되는 코너형판으로 코너이격부를 가리며, 경첩판과 슬래브거푸집에 밀착되는 "L"자 단면의 바닥밀착부를 코너형판의 하단부에 형성하고, 측면형판과 경첩판의 연결부위에 형성된 힌지결합부에 밀착되는 홈을 코너형판과 바닥밀착부가 만나는 외측모서리부에 형성하며, 측면형판과 코너형판의 상단부를 따라 상단보강부를 형성하고, 코너형판의 내측 코너부위에 보강판을 설치하며, 길이의 신장과 축소가 자유로운 대각선버팀대를 "X"자 모양으로 엇갈리게 교차시켜서 그 양단을 대각선방향으로 마주보는 양측 코너형판의 보강판에 각각 연결하고, 전후좌우측에서 대향하는 측면형판을 인장와이어로 연결하며, 측면형판의 상단보강부에 형성된 핀구멍에 삽입되어 걸리는 와이어고정핀을 인장와이어의 양단에 설치하여 건축용 접이식 내부거푸집이 제공된다.In order to accomplish the object of the present invention, corner dividing portions are formed between front and rear side left and right side mold plates disposed on a slab form on a slab mold, a hinge plate coupled to a lower end portion of the side mold is fixed to a slab mold, And a bottom contact portion of an "L" -shaped cross section which is in close contact with the hinge plate and the slab former is formed at the lower end portion of the corner mold plate, and the hinge plate formed at the connection portion between the side mold plate and the hinge plate Wherein a groove is formed in the outer corner where the corner mold plate and the bottom close portion meet, and the upper mold is formed along the upper end of the side mold and the corner mold, a reinforcing plate is provided at the inner corner of the corner mold, Diagonal braces that are free from elongation and contraction are alternately crossed in an "X " shape so that both ends of the diagonal braces facing diagonally opposite ends thereof And a wire fixing pin inserted into the pin hole formed in the upper reinforcing portion of the side mold plate is installed at both ends of the tensile wire to connect to the reinforcing plate of the building, An internal mold is provided.

이상에서 설명한 바와 같은 본 발명은 자재인양구 성형을 위한 측면형판이 경첩판에 힌지결합되어 있기 때문에 거푸집을 탈형할 때 측면형판의 상단부를 가격하여 안쪽으로 기울여서 접게 되면, 성형된 자재인양구로부터 측면형판을 쉽게 분리할 수 있게 되므로, 거푸집 탈형작업을 신속하고 편하게 할 수 있는 효과가 있다.As described above, according to the present invention, since the side mold for forming the muzzle, which is a material, is hinged to the hinge plate, when the mold is folded by tilting it inward at an upper end of the mold, The template can be easily separated, so that the mold releasing operation can be performed quickly and easily.

대각선버팀대에 구비된 육각너트를 회전시키는 방향에 따라 코너형판을 측면형판에 밀착시키거나 측면형판으로부터 쉽게 분리할 수 있기 때문에 거푸집 설치작업과 탈형작업을 신속하게 할 수 있게 되어 공기를 단축시킬 수 있는 효과가 있다.The corner mold plate can be closely attached to the side mold plate or can be easily separated from the side mold plate according to the direction in which the hexagonal nut provided on the diagonal brace is rotated so that the mold setting operation and demoulding operation can be performed quickly, It is effective.

코너형판과 측면형판, 경첩판, 고무형판, 대각선버팀대, 인장와이어 등을 모두 재사용할 수 있도록 되어 있기 때문에 공사비를 절감할 수 있는 효과가 있다.The corner plate, the side plate, the hinge plate, the rubber plate, the diagonal brace, and the tension wire can all be reused, thereby reducing the construction cost.

측면형판의 코너부에 형성된 코너이격부에 고무형판을 삽입하도록 되어 있고, 고무형판의 외측면이 측면형판의 외측면과 동일평면을 이루도록 되어 있기 때문에 자재인양구의 코너부 형상을 측면형판의 외측면 형상과 동일하게 성형할 수 있는 효과가 있다.Since the rubber die plate is inserted into the corner spacing portion formed at the corner portion of the side die plate and the outer side face of the rubber die plate is flush with the outer side face of the side die die plate, There is an effect that molding can be performed in the same manner as the side shape.

대각선버팀대에 의해 코너형판을 측면형판의 내측면에 밀착시킬 때 바닥밀착부에 형성된 걸림구멍이 경첩판에 설치된 걸림핀에 걸리도록 되어 있기 때문에 코너형판이 측면형판으로부터 들뜨는 것을 방지할 수 있는 효과가 있다.When the corner plate is brought into close contact with the inner side surface of the side plate by the diagonal brace, the engaging hole formed in the bottom close contact portion is caught by the latch pin provided on the hinge plate, so that the effect that the corner plate is prevented from being lifted from the side plate have.

더 나아가서 본 발명은 측면형판과 코너형판의 상단부에 상단보강부가 형성되어 있기 때문에 거푸집의 강도를 향상시킬 수 있으며, 측면형판을 자재인양구로부터 분리할 때 가격하는 힘에 의한 상단보강부의 변형을 방지할 수 있는 효과도 있다.Further, the present invention can improve the strength of the form because the upper end reinforcing portion is formed at the upper end of the side mold and the corner mold plate, and prevents the deformation of the upper reinforcement portion due to the force when the side mold is separated from the material- There is also an effect that can be done.

코너형판을 측면형판의 내측면에 밀착시킬 때 코너형판과 바닥밀착부가 만나는 외측모서리부에 형성된 홈이 힌지결합부에 밀착되도록 되어 있기 때문에 이 부분을 통한 콘크리트 누설을 방지할 수 있는 효과가 있다.Since the groove formed in the outer edge portion where the corner mold plate and the bottom close contact portion meet when the corner mold plate is brought into close contact with the inner side face of the side mold plate is made to adhere to the hinge engaging portion, the leakage of concrete through this portion can be prevented.

측면형판과 코너형판에 형성된 턱에 의해 측면형판과 코너형판의 측면강도가 강화되도록 되어 있기 때문에 거푸집의 수명이 연장되는 효과도 기대할 수 있으며, 콘크리트 양생 후에 측면형판과 코너형판 및 고무형판을 탈형할 수 있기 때문에 탈형부위 콘크리트의 손상을 최소화할 수 있는 효과가 있다.Since the lateral strength of the side molds and the corner molds is enhanced by the jaws formed on the side molds and the corner molds, the life of the molds is expected to be prolonged, and after the curing of the concrete, the side molds, the corner molds and the rubber molds are demolded This can minimize the damage of concrete at the demolding site.

도 1은 본 발명에 따른 건축용 접이식 내부거푸집을 보인 사시도
도 2는 도 1의 저면측 사시도
도 3은 본 발명에 따른 건축용 접이식 내부거푸집을 보인 평면도
도 4는 본 발명에 따른 건축용 접이식 내부거푸집을 정면에서 부분 절개하여 보인 부분단면도
도 5는 본 발명에서 후방에 위치되는 측면형판과 경첩판을 보인 분해사시도
도 6은 본 발명에서 좌측에 위치되는 측면형판과 경첩판을 보인 분해사시도
도 7은 본 발명에 따른 대각선버팀대를 보인 분해사시도
도 8은 도 7의 대각선버팀대와 엇갈리게 교차하는 또 다른 대각선버팀대를 보인 분해사시도
도 9는 본 발명에 따른 건축용 접이식 내부거푸집을 보인 분리사시도
도 10은 본 발명에 따른 측면형판이 탈형시 안쪽으로 접힌 것을 보인 사시도
도 11은 본 발명에 따른 건축용 접이식 내부거푸집에 의해 슬래브에 성형된 자재인양구를 보인 단면사시도
BRIEF DESCRIPTION OF THE DRAWINGS Figure 1 is a perspective view of a folding internal formwork according to the present invention;
Fig. 2 is a perspective view of the bottom side of Fig.
Figure 3 is a top plan view of a foldable internal formwork according to the present invention;
Figure 4 is a partial cross-sectional view of a foldable interior formwork according to the present invention,
Fig. 5 is an exploded perspective view showing a side mold and a hinge plate positioned at the rear in the present invention. Fig.
6 is an exploded perspective view showing the side mold and the hinge plate located on the left side in the present invention.
7 is an exploded perspective view showing a diagonal brace according to the present invention.
Figure 8 is an exploded perspective view showing another diagonal brace staggeredly intersecting the diagonal brace of Figure 7;
9 is an exploded perspective view showing a folding internal formwork according to the present invention.
Fig. 10 is a perspective view of a side mold according to the present invention,
FIG. 11 is a cross-sectional perspective view showing a muzzle, which is a material molded into a slab by a folding internal formwork according to the present invention,

이하 본 발명에 따른 실시예를 첨부도면을 참조하여 상세히 설명한다.Hereinafter, embodiments according to the present invention will be described in detail with reference to the accompanying drawings.

첨부도면 도 1 내지 도 11에 도시된 바와 같이 슬래브거푸집(20)의 위에 사각틀 형태로 배치된 전후좌우측의 측면형판(30)(32)(34)(36) 사이에 코너이격부(S1)(S2)(S3)(S4)를 형성하고, 측면형판(30)(32)(34)(36)의 하단부에 결합된 경첩판(40)(42)(44)(46)을 슬래브거푸집(20)에 고정한다.The corner spacers S1 and S2 are disposed between the side plates 30, 32, 34 and 36 of the front, rear, left and right sides of the slab die 20 as shown in FIGS. 1 to 11, S2, S3 and S4 and the hinge plates 40, 42, 44 and 46 joined to the lower ends of the side molds 30, 32, 34 and 36 are inserted into the slab mold 20 ).

측면형판(30)(32)(34)(36)의 안쪽면에 밀착되는 코너형판(50)(52)(54)(56)으로 코너이격부(S1)(S2)(S3)(S4)를 가리며, 경첩판(40)(42)(44)(46)과 슬래브거푸집(20)에 밀착되는 "L"자 단면의 바닥밀착부(51)(53)(55)(57)를 코너형판(50)(52)(54)(56)의 하단부에 형성한다.S2, S3, and S4 by the corner mold plates 50, 52, 54, and 56 adhered to the inner surfaces of the side molds 30, 32, 34, 53, 55 and 57 of an L-shaped cross section which are in close contact with the hinge plates 40, 42, 44 and 46 and the slab formwork 20, (50), (52), (54) and (56).

또, 측면형판(30)(32)(34)(36)이 기립되었을 때 측면형판(30)(32)(34)(36)의 하단부가 경첩판(40)(42)(44)(46)의 상면에 밀착되어 걸리도록 함으로써 이 부분을 통해 콘크리트가 새는 것을 방지하는 동시에 거푸집 설치시 측면형판(30)(32)(34)(36)을 세우기 위한 각도를 일정하게 한다.When the side plates 30, 32, 34 and 36 stand upright, the lower ends of the side plates 30, 32, 34 and 36 engage with the hinges 40, 42, 44 and 46 So that the concrete is prevented from leaking through this portion, and at the same time, the angle at which the side molds 30, 32, 34 and 36 are raised is fixed at the time of installing the mold.

또, 코너형판(50)(52)(54)(56)에 형성된 바닥밀착부(51)(53)(55)(57)에 상하로 관통된 걸림구멍(53h)(55h)을 형성하고, 그 걸림구멍(53h)(55h)에 끼워지는 걸림핀(43)(45)(47)을 경첩판(40)(42)(44)(46)의 상면에 수직으로 설치하여 코너형판(50)(52)(54)(56)이 측면형판(30)(32)(34)(36)으로부터 들뜨는 것을 방지하도록 한다.In addition, retaining holes 53h, 55h penetrating the bottom sealing portions 51, 53, 55, 57 formed in the corner mold plates 50, 52, 54, 56, The engaging pins 43, 45 and 47 fitted in the engaging holes 53h and 55h are vertically provided on the upper surfaces of the hinge plates 40 and 42 and 44 and 46, (52), (54), and (56) from being lifted from the side molds (30), (32), (34), and (36).

그리고, 측면형판(30)(32)(34)(36)과 코너형판(50)(52)(54)(56)에 형성된 "L" 자 모양의 턱(300)(400)은 측면형판(30)(32)(34)(36)과 코너형판(50)(52)(54)(56)의 측면강도를 보강하는 작용을 하게 된다.The "L" -shaped jaws 300 (400) formed on the side molds 30, 32, 34, 36 and the corner molds 50, 52, 54, 30, 32, 34 and 36 and the corner mold plates 50, 52, 54, and 56, respectively.

측면형판(30)(32)(34)(36)과 경첩판(40)(42)(44)(46)에 형성된 힌지결합부(48a)(48b)(49a)(49b)를 힌지축(48c)(49c)에 의해 회전가능하게 결합하고, 거푸집고정핀(10)과 쐐기(12)를 이용해서 경첩판(40)(42)(44)(46)을 슬래브거푸집(20)에 고정하기 위한 쐐기구멍(40h)(42h)(44h)(46h)을 경첩판(40)(42)(44)(46)에 형성한다.The hinge engaging portions 48a, 48b, 49a, 49b formed on the side molds 30, 32, 34, 36 and the hinge plates 40, 42, 44, 48c and 49c and the hinge plates 40, 42, 44 and 46 are fixed to the slab die 20 by using the die fixing pin 10 and the wedge 12 The wedge holes 40h, 42h, 44h and 46h are formed in the hinge plates 40, 42, 44 and 46, respectively.

측면형판(30)(32)(34)(36)과 경첩판(40)(42)(44)(46)의 연결부위에 형성된 힌지결합부(48a)(48b)(49a)(49b)에 밀착되는 홈(51g)(53g)(55g)(57g)을 코너형판(50)(52)(54)(56)과 바닥밀착부(51)(53)(55)(57)가 만나는 외측모서리부에 형성한다.48a, 48b, 49a, 49b formed at the connecting portions of the side molds 30, 32, 34, 36 and the hinge plates 40, 42, 44, The grooves 51g, 53g, 55g and 57g which are brought into close contact with the corner edges of the corner plates 50, 52, 54 and 56 and the bottom edges 51, 53, 55 and 57, .

측면형판(30)(32)(34)(36)과 코너형판(50)(52)(54)(56)의 상단부를 따라 상단보강부(60)(61)(62)(63)(64)(65)(66)(67)를 형성하고, 코너형판(50)(52)(54)(56)의 내측 코너부위에 보강판(70)(72)(74)(76)을 설치한다.62, 63 and 64 along the upper ends of the side molds 30, 32, 34 and 36 and the corner moldings 50, 52, 54 and 56, ) 65, 66 and 67 are formed and reinforcing plates 70, 72, 74 and 76 are provided at the inner corner portions of the corner mold plates 50, 52, 54 and 56 .

상기 상단보강부(60)(61)(62)(63)(64)(65)(66)(67)의 단면모양은 예를 들어서, 사각파이프 모양으로 형성할 수 있으나 꼭 이러한 형상에 한정하지 않으며, 상기 보강판(70)(72)(74)(76)은 코너형판(50)(52)(54)(56)의 내측 코너부에 맞도록 예컨대, 직각삼각형의 모양으로 커팅한 강판을 용접하여 구성할 수 있다.The cross-sectional shape of the upper reinforcing portions 60, 61, 62, 63, 64, 65, 66, 67 may be, for example, a square pipe shape, The reinforcing plates 70, 72, 74 and 76 are formed by cutting steel plates cut in the shape of, for example, a right triangle so as to fit the inner corners of the corner mold plates 50, 52, 54 and 56 Welding.

또, 측면형판(30)(32)(34)(36)과 코너형판(50)(52)(54)(56)은 예를 들어서, 강판을 계단모양으로 절곡한 후 상단부에 상단보강부(60)(61)(62)(63)(64)(65)(66)(67)를 용접하여 만들 수 있으며, 다른 예로 알루미늄을 재료로 하여 측면형판(30)(32)(34)(36)과 코너형판(50)(52)(54)(56)을 각각 상단보강부(60)(61)(62)(63)(64)(65)(66)(67)와 함께 압출성형할 수도 있다.For example, the side plates 30, 32, 34, and 36 and the corner plates 50, 52, 54, and 56 may be formed by bending a steel plate in a stepped shape, 60, 61, 62, 63, 64, 65, 66 and 67 may be welded. Alternatively, the side plates 30, 32, 34 and 36 And the corner mold plates 50, 52, 54 and 56 are extruded together with the upper reinforcing portions 60, 61, 62, 63, 64, 65, 66 and 67, respectively It is possible.

길이의 신장과 축소가 자유로운 대각선버팀대(80)(90)를 "X"자 모양으로 엇갈리게 교차시켜서 그 양단을 대각선방향으로 마주보는 양측 코너형판(50)(52)(54)(56)의 보강판(70)(72)(74)(76)에 분리/결합이 가능하도록 각각 연결한다.52, 54 and 56 in which diagonal braces 80 and 90, which are elongated and reduced in length, are alternately crossed in an "X " shape so as to face diagonally opposite ends of the diagonal braces 80, (70), (72), (74), and (76), respectively.

여기서 대각선버팀대(80)(90)는 턴버클(turnbuckle)의 형태로 된 것으로, 일직선상에 위치되어 마주보는 두 개의 로드(81)(82)(91)(92) 끝의 대향부분에 왼나사부(81a)(91a)와 오른나사부(82a)(92a)를 형성하고, 양쪽 로드(81)(82)(91)(92) 사이에 위치되는 육각너트(83)(93)의 양단에 왼나사부(81a)(91a)와 오른나사부(82a)(92a)에 결합되는 나사구멍(83h)(93h)을 형성하며, 로드(81)(82)(91)(92) 끝에 형성된 클레비스부(84)(85)(94)(95)를 분리/결합이 자유로운 수직핀(86)(87)(96)(97)을 이용해서 보강판(70)(72)(74)(76)에 형성된 연결구멍(71)(73)(75)(77)에 결합하도록 한다.The diagonal braces 80 and 90 are in the form of a turnbuckle and are arranged in a straight line and oppose each other at the ends of the two rods 81, 81a and 91a and the right screw portions 82a and 92a are formed at both ends of the hexagonal nuts 83 and 93 positioned between the two rods 81, And a clevis portion 84 formed at an end of the rods 81, 82, 91, and 92, and a screw hole 83h formed in the right and left screw portions 82a, 74, 76 formed by using the vertical pins 86, 87, 96, 97 that are freely detachable / engageable with the holes 85, 94, (71), (73), (75), and (77).

전후좌우측에서 대향하는 측면형판(30)(32)(34)(36)을 인장와이어(100)(110)(120)로 연결하며, 측면형판(30)(32)(34)(36)의 상단보강부(60)(61)(62)(63)에 형성된 핀구멍(60h)(61h)(62h)(63h)에 삽입되어 걸리는 와이어고정핀(102)(104)(112)(114)(122)(124)을 인장와이어(100)(110)(120)의 양단에 설치한다.34 and 36 of the side plates 30, 32, 34, and 36, which are opposite from each other in the front, rear, left and right sides, are connected by the tension wires 100, 110 and 120, The wire fixing pins 102, 104, 112, and 114, which are inserted into the pin holes 60h, 61h, 62h, and 63h formed in the upper reinforcing portions 60, 61, 62, (122) and (124) are installed at both ends of the tension wire (100) (110) (120).

또, 인장와이어(100)(110)(120)의 단부에 압착슬리브(106)(108)(116)(118)(126)(128)를 설치하여 인장와이어(100)(110)(120)가 와이어고정핀(102)(104)(112)(114)(122)(124)으로부터 빠지는 것을 방지하도록 한다.The tensile wires 100, 110 and 120 are provided with compression sleeves 106, 108, 116, 118, 126 and 128 at the ends of the tension wires 100, 110 and 120, 104, 112, 114, 122, 124 of the wire fixing pins 102, 104, 112,

코너이격부(S1)(S2)(S3)(S4)에 끼워져서 측면형판(30)(32)(34)(36)의 외측면과 동일평면을 이루고 슬래브거푸집(20)에 밀착되는 고무형판(200)(202)(204)(206)을 코너형판(50)(52)(54)(56)의 외측면에 접착제 또는 양면테이프 등으로 부착하며, 고무형판(200)(202)(204)(206)의 내측면은 코너형판(50)(52)(54)(56)의 외측면 형상에 일치하도록 형성할 수 있다.34 and 36 that are sandwiched by the corner spacing portions S1, S2, S3 and S4 so as to be flush with the outer surfaces of the side molds 30, 32, 34 and 36 and to be in close contact with the slab mold 20, The rubber plates 200, 202, 204 and 206 are attached to the outer surfaces of the corner mold plates 50, 52, 54 and 56 with an adhesive or a double- ) 206 can be formed to conform to the outer shape of the corner mold plates 50, 52, 54,

측면형판(30)(32)(34)(36)과 코너형판(50)(52)(54)(56)에 계단형의 턱(300)(400)을 형성하고, 코너형판(50)(52)(54)(56)에 형성된 턱(400)에 견인고리(410)를 설치하여 지렛대(14)와 같은 도구를 이용해서 코너형판(50)(52)(54)(56)을 쉽게 들어서 분리할 수 있도록 한다.Stepped jaws 300 and 400 are formed on the side molds 30, 32, 34 and 36 and the corner moldings 50 and 52 and 54 and 56 and the corner mold 50 52, 54, and 56 can be easily lifted by using a tool such as a lever 14 by attaching a pulling ring 410 to a jaw 400 formed on the upper and lower jaws 54 and 56 So that it can be separated.

도면 중 미설명 부호 16은 콘크리트 슬래브를 나타낸 것이고, 18은 본 발명에 따른 접이식 내부거푸집에 의해 슬래브(16)에 만들어진 자재인양구를 나타낸 것이다.In the drawings, reference numeral 16 denotes a concrete slab, and reference numeral 18 denotes a pair of mating elements made of the slab 16 by the folding inner die according to the present invention.

이하 본 발명에 따른 작용을 첨부된 도면에 의거하여 상세히 설명하면 다음과 같다.Hereinafter, the operation according to the present invention will be described in detail with reference to the accompanying drawings.

첨부도면 도 1 내지 도 11에 도시된 바와 같이 슬래브거푸집(20) 위에 경첩판(40)(42)(44)(46)을 올리고 측면형판(30)(32)(34)(36)을 사각틀 모양으로 배치하게 되면, 측면형판(30)(32)(34)(36) 사이의 코너부에 이격부(S1)(S2)(S3)(S4)가 형성된다.As shown in FIGS. 1 to 11, the hinge plates 40, 42, 44 and 46 are placed on the slab mold 20 and the side molds 30, 32, The spacers S1, S2, S3, and S4 are formed at the corners between the side molds 30, 32, 34,

이후 거푸집고정핀(10)와 쐐기(12)를 이용해서 경첩판(40)(42)(44)(46)을 슬래브거푸집(20)에 고정한 다음 측면형판(30)(32)(34)(36)을 세우게 되면, 측면형판(30)(32)(34)(36)의 하단부가 경첩판(40)(42)(44)(46)의 상면에 걸리면서 세워진 상태를 임시로 유지하게 된다.The hinge plates 40, 42, 44 and 46 are fixed to the slab mold 20 by using the mold fixing pin 10 and the wedge 12 and then the side molds 30, 32 and 34 36, the lower end portions of the side molds 30, 32, 34, 36 are temporarily held on the upper surface of the hinge plates 40, 42, 44, 46.

그 다음 코너형판(50)(52)(54)(56)을 측면형판(30)(32)(34)(36)의 코너부 내측면에 밀착시키면서 코너부의 이격부(S1)(S2)(S3)(S4)를 가리게 되면, 코너형판(50)(52)(54)(56)의 외측면에 설치되어 있는 고무형판(200)(202)(204)(206)이 코너이격부(S1)(S2)(S3)(S4)로 삽입되는데, 이때 코너형판(50)(52)(54)(56)의 하단부에 형성된 바닥밀착부(51)(53)(55)(57)를 경첩판(40)(42)(44)(46)과 슬래브거푸집(20)에 밀착시키게 되면, 경첩판(40)(42)(44)(46)에 설치된 걸림핀(43)(45)(47)이 바닥밀착부(51)(53)(55)(57)에 형성된 걸림구멍(53h)(55h)에 끼워지게 된다.Next, the corner plates 50, 52, 54, and 56 are brought into close contact with the inner side surfaces of the corner portions of the side molds 30, 32, 34, S3) S4, the rubber plates 200, 202, 204, 206 provided on the outer side surfaces of the corner mold plates 50, 52, 54, 56 contact the corner spacing S1 53, 55, and 57 formed at the lower ends of the corner mold plates 50, 52, 54, and 56 are inserted into the hinges 51, 52, 54, 45, 47 provided on the hinge plates 40, 42, 44, 46, when the plates 40, 42, 44, 46 are brought into close contact with the slab die 20, Are fitted into the engagement holes 53h and 55h formed in the bottom contact portions 51, 53, 55 and 57, respectively.

위와 같은 상태에서 두 개의 대각선버팀대(80)(90)를 "X"자 모양으로 엇갈리게 교차시킨 상태에서 양측의 대각선버팀대(80)(90)에 형성된 클레비스부(84)(85)(94)(95)를 수직핀(86)(87)(96)(97)에 의해 대각선방향에 위치된 코너형판(50)(52)(54)(56)의 내측면에 설치된 보강판(70)(72)(74)(76)에 결합한 다음 인장와이어(100)(110)(120)의 양단에 결합된 와이어고정핀(102)(104)(112)(114)(122)(124)을 상단보강부(60)(61)(62)(63)(64)(65)(66)(67)에 형성된 핀구멍(60h)(61h)(62h)(63h)에 삽입하여 인장와이어(100)(110)(120)을 설치한 다음 대각선버팀대(80)(90)에 구비된 육각너트(83)(93)를 회전시켜서 로드(81)(82)(91)(92)가 서로 멀어지는 방향으로 대각선버팀대(80)(90)의 전체 길이를 신장시키게 되면, 코너형판(50)(52)(54)(56)이 바깥쪽으로 밀리면서 코너형판(50)(52)(54)(56)이 측면형판(30)(32)(34)(36)의 내측면에 밀착된다.The clevis portions 84, 85, and 94 formed on the diagonal braces 80 and 90 on both sides in a state where the two diagonal braces 80 and 90 are staggered in an "X & And a reinforcing plate 70 provided on the inner side surfaces of the corner mold plates 50, 52, 54 and 56 positioned diagonally by the vertical pins 86, 87, 96 and 97 The wire fixing pins 102, 104, 112, 114, 122, and 124 coupled to both ends of the tension wires 100, 110, 62h and 63h formed in the reinforcing portions 60, 61, 62, 63, 64, 65, 66 and 67 to form the tensile wire 100, The hexagonal nuts 83 and 93 provided on the diagonal braces 80 and 90 are rotated so that the rods 81, 82, 91 and 92 are moved away from each other When the entire length of the diagonal braces 80 and 90 is extended, the corner molds 50, 52, 54 and 56 are pushed outward and the corner molds 50, 52, The side plates 30 (32), (34) and (36) .

이때 측면형판(30)(32)(34)(36)을 통해 인장와이어(100)(110)(120)로 인장력이 전달되며, 인장와이어(100)(110)(120)가 팽팽하게 되면, 코너형판(50)(52)(54)(56)과 측면형판(30)(32)(34)(36)은 더 이상 움직일 수 없으므로, 밀착된 상태를 유지하게 된다.At this time, tensile force is transmitted to the tensile wires 100, 110 and 120 through the side molds 30, 32, 34 and 36. When the tensile wires 100, 110 and 120 are tightened, The corner molds 50, 52, 54, and 56 and the side molds 30, 32, 34, and 36 can not move anymore, so that they remain in close contact.

또, 코너형판(50)(52)(54)(56)의 바닥밀착부(51)(53)(55)(57)에 형성된 걸림구멍(53h)(55h)이 경첩판(40)(42)(44)(46)에 설치된 걸림핀(43)(45)(47)에 결합되어 있기 때문에 코너형판(50)(52)(54)(56)이 측면형판(30)(32)(34)(36)으로부터 들뜨는 것을 방지할 수 있게 된다.The engaging holes 53h and 55h formed in the bottom contact portions 51, 53, 55 and 57 of the corner mold plates 50, 52, 54 and 56 engage with the hinge plates 40 and 42 The corner plates 50, 52, 54 and 56 are engaged with the engaging pins 43, 45 and 47 provided on the side plates 30, 32 and 34 ) 36 from being lifted.

또한, 코너형판(50)(52)(54)(56)을 측면형판(30)(32)(34)(36)의 내측면에 밀착시킬 때 코너형판(50)(52)(54)(56)과 바닥밀착부(51)(53)(55)(57)가 만나는 외측모서리부에 형성된 홈(51g)(53g)(55g)(57g)이 힌지결합부(48a)(48b)(49a)(49b)에 밀착되기 때문에 이 부분을 통한 콘크리트 누설을 방지할 수 있게 된다.When the corner molds 50, 52, 54 and 56 are brought into close contact with the inner surfaces of the side molds 30, 32, 34 and 36, 55g and 57g formed at the outer corner portions where the bottom contact portions 51, 53, 55 and 57 meet meet the hinge coupling portions 48a, 48b and 49a ) 49b, it is possible to prevent leakage of concrete through this portion.

그리고, 측면형판(30)(32)(34)(36)의 코너이격부(S1)(S2)(S3)(S4)에 끼워져 있는 고무형판(200)(202)(204)(206)의 외측면이 측면형판(30)(32)(34)(36)과 동일평면을 이루기 때문에 자재인양구(18)의 코너부가 측면형판(30)(32)(34)(36)과 동일한 모양으로 성형된다.The rubber molds 200, 202, 204, and 206, which are sandwiched by the corner spacers S1, S2, S3, and S4 of the side molds 30, 32, 34, The corners of the mating mouth pieces 18 are formed in the same shape as the side molds 30, 32, 34, and 36 because the outer side surfaces are flush with the side molds 30, 32, 34, .

또, 고무형판(200)(202)(204)(206)은 연질이기 때문에 코너이격부(S1)(S2)(S3)(S4)에 강제로 끼워넣거나 인출하는 것이 가능하여 거푸집 설치와 탈형이 용이하게 된다.Since the rubber mold plates 200, 202, 204, and 206 are soft, it is possible to forcibly fit or pull out the corner spacers S1, S2, S3, and S4, .

위와 같이 측면형판(30)(32)(34)(36)과 코너형판(50)(52)(54)(56), 고무형판(200)(202)(204)(206), 경첩판(40)(42)(44)(46)을 슬래브거푸집(20)에 설치한 상태에서 측면형판(30)(32)(34)(36) 주변에 위치된 철근(도시생략)을 이용해서 측면형판(30)(32)(34)(36)과 코너형판(50)(52)(54)(56)의 외측면을 지지한 상태에서 콘크리트를 타설한다.The side plates 30, 32, 34 and 36 and the corner plates 50, 52, 54 and 56, the rubber plates 200, 202, 204 and 206, 40, 42, 44, and 46 are installed in the slab formwork 20, reinforcing bars (not shown) positioned around the side molds 30, 32, 34, The concrete is poured in a state of supporting the outer surfaces of the corrugated plates 30, 32, 34 and 36 and the corner plates 50, 52, 54 and 56.

콘크리트 양생 후 측면형판(30)(32)(34)(36)과 코너형판(50)(52)(54)(56) 및 고무형판(200)(202)(204)(206)을 탈형하기 위해 대각선버팀대(80)(90)에 구비된 로드(81)(82)(91)(92)가 서로 가까워지는 방향으로 육각너트(83)(93)를 돌리게 되면, 코너형판(50)(52)(54)(56)과 고무형판(200)(202)(204)(206)이 로드(81)(82)(91)(92) 끝에 달린 클레비스부(84)(85)(94)(95)와 수직핀(86)(87)(96)(97)에 의해 당겨지면서 성형된 자재인양구(18)로부터 분리 된다.After the concrete curing, the side molds 30, 32, 34 and 36, the corner molds 50, 52, 54 and 56 and the molds 200, 202, 204 and 206 are demolded When the hexagonal nuts 83 and 93 are rotated in the direction in which the rods 81, 82, 91 and 92 provided on the diagonal braces 80 and 90 are brought close to each other, the corner molds 50 and 52 ) 54 and 56 and the rubber mold plates 200, 202, 204 and 206 have clevis portions 84, 85 and 94 attached to the ends of the rods 81, 82, Which is a material molded while being pulled by the pin 95 and the vertical pins 86 (87), 96 (97).

이때 측면형판(30)(32)(34)(36)에 형성된 턱(300)과 견인고리(410) 사이로 지렛대(14)를 넣어서 코너형판(50)(52)(54)(56)을 상측으로 들어서 올리게 되면, 코너형판(50)(52)(54)(56)을 손쉽게 인출할 수 있게 된다.At this time, the leverage 14 is inserted between the jaw 300 formed on the side molds 30, 32, 34, and 36 and the pulling collar 410 so that the corner molds 50, 52, 54, The corner molds 50, 52, 54 and 56 can be easily drawn out.

또, 측면형판(30)(32)(34)(36)의 상단부에 형성된 상단보강부(60)(61)(62)(63)(64)(65)(66)(67)를 고무망치 등으로 안쪽으로 가볍게 가격한 다음 첨부도면 도 10에 도시된 바와 같이 접게 되면, 자재인양구(18)로부터 측면형판(30)(32)(34)(36)을 간단히 분리할 수 있게 되며, 인장와이어(100)(110)(120)는 이완되어 자유롭게 구부러지기 때문에 측면형판(30)(32)(34)(36)으로부터 쉽게 분리할 수 있게 된다.The upper reinforcing portions 60, 61, 62, 63, 64, 65, 66, 67 formed on the upper ends of the side molds 30, 32, 34, So that the side plates 30, 32, 34 and 36 can be easily separated from the pair of mating elements 18 as shown in FIG. 10, The wires 100 (110) and (120) can be easily separated from the side molds 30, 32, 34, and 36 because they are relaxed and bent freely.

그 다음 거푸집고정핀(10)으로부터 쐐기(12)를 분리하게 되면, 경첩판(40)(42)(44)(46)을 슬래브거푸집(20)으로부터 분리하여 재사용할 수 있게 된다.The hinge plates 40, 42, 44 and 46 can be separated from the slab formwork 20 and reused by separating the wedge 12 from the form fixing pin 10.

10 : 거푸집고정핀 12 : 쐐기
14 : 지렛대 16 : 슬래브
18 : 자재인양구 20 : 슬래브거푸집
30,32,34,36 : 측면형판 S1,S2,S3,S4 : 코너이격부
40,42,44,46 : 경첩판 40h,42h,44h,46h : 쐐기구멍
43,45,47 : 걸림핀 48a,48b,49a,49b : 힌지결합부
48c,49c : 힌지축 50,52,54,56 : 코너형판
51,53,55,57 : 바닥밀착부 53h,55h : 걸림구멍
51g,53g,55g,57g : 홈 60,61,62,63,64,65,66,67 : 상단보강부
60h,61h,62h,63h : 핀구멍 70,72,74,76 : 보강판
71,73,75,77 : 연결구멍 80,90 : 대각선버팀대
81,82,91,92 : 로드 81a,91a : 왼나사부
82a,92a : 오른나사부 83,93 : 육각너트
83h,93h : 나사구멍 84,85,94,95 : 클레비스부
86,87,96,97 : 수직핀 100,110,120 : 인장와이어
102,104,112,114,122,124 : 와이어고정핀
106,108,116,118,126,128 : 압착슬리브
200,202,204,206 : 고무형판 300,400 : 턱
410 : 견인고리
10: die fixing pin 12: wedge
14: Lever 16: Slab
18: a pair of materials 20: a slab die
30, 32, 34, 36: side mold plates S1, S2, S3, S4:
40, 42, 44, 46: Hinge plate 40h, 42h, 44h, 46h:
43, 45, 47: latching pins 48a, 48b, 49a, 49b:
48c, 49c: Hinge shafts 50, 52, 54, 56:
51, 53, 55, 57: bottom adhesion portion 53h, 55h:
51g, 53g, 55g, 57g: grooves 60,61,62,63,64,65,66,67:
60h, 61h, 62h, 63h: pin holes 70, 72, 74, 76:
71, 73, 75, 77: connection hole 80, 90: diagonal brace
81, 82, 91, 92: Rods 81a, 91a:
82a, 92a: Right screw portion 83, 93: Hexagon nut
83h, 93h: screw holes 84, 85, 94, 95: clevis portion
86, 87, 96, 97: Vertical pin 100, 110, 120:
102, 104, 112, 114, 122, 124:
106, 108, 116, 118, 126, 128:
200, 202, 204, 206: rubber template 300, 400:
410: Traction ring

Claims (3)

슬래브거푸집(20)의 위에 사각틀 형태로 배치된 전후좌우측의 측면형판(30)(32)(34)(36) 사이에 코너이격부(S1)(S2)(S3)(S4)를 형성하고, 측면형판(30)(32)(34)(36)의 하단부에 결합된 경첩판(40)(42)(44)(46)을 슬래브거푸집(20)에 고정하며, 측면형판(30)(32)(34)(36)의 안쪽면에 밀착되는 코너형판(50)(52)(54)(56)으로 코너이격부(S1)(S2)(S3)(S4)를 가리며, 경첩판(40)(42)(44)(46)과 슬래브거푸집(20)에 밀착되는 "L"자 단면의 바닥밀착부(51)(53)(55)(57)를 코너형판(50)(52)(54)(56)의 하단부에 형성하고, 측면형판(30)(32)(34)(36)과 경첩판(40)(42)(44)(46)의 연결부위에 형성된 힌지결합부(48a)(48b)(49a)(49b)에 밀착되는 홈(51g)(53g)(55g)(57g)을 코너형판(50)(52)(54)(56)과 바닥밀착부(51)(53)(55)(57)가 만나는 외측모서리부에 형성하며, 측면형판(30)(32)(34)(36)과 코너형판(50)(52)(54)(56)의 상단부를 따라 상단보강부(60)(61)(62)(63)(64)(65)(66)(67)를 형성하고, 코너형판(50)(52)(54)(56)의 내측 코너부위에 보강판(70)(72)(74)(76)을 설치하며, 길이의 신장과 축소가 자유로운 대각선버팀대(80)(90)를 "X"자 모양으로 엇갈리게 교차시켜서 그 양단을 대각선방향으로 마주보는 양측 코너형판(50)(52)(54)(56)의 보강판(70)(72)(74)(76)에 각각 연결하고, 전후좌우측에서 대향하는 측면형판(30)(32)(34)(36)을 인장와이어(100)(110)(120)로 연결하며, 측면형판(30)(32)(34)(36)의 상단보강부(60)(61)(62)(63)에 형성된 핀구멍(60h)(61h)(62h)(63h)에 삽입되어 걸리는 와이어고정핀(102)(104)(112)(114)(122)(124)을 인장와이어(100)(110)(120)의 양단에 설치하여 구성한 것을 특징으로 하는 건축용 접이식 내부거푸집. S2, S3, and S4 are formed between the side molds 30, 32, 34, and 36 of the front, rear, left, and right sides of the slab mold 20, The hinge plates 40, 42, 44 and 46 coupled to the lower end portions of the side molds 30, 32, 34 and 36 are fixed to the slab mold 20 and the side molds 30 and 32 S2, S3 and S4 with the corner mold plates 50, 52, 54 and 56 adhered to the inner surface of the hinge plate 34 and 36, 55 and 57 of the "L" -shaped end face which are in close contact with the slab formers 20, 40, 42, 44, 46 and the slab formwork 20 are placed on the corner mold plates 50, And the hinge plates 40, 42, 44, and 46 are formed at the lower ends of the side plates 30, 32, 34, and 36, The grooves 51g, 53g, 55g and 57g which come into close contact with the corners of the corrugated plates 50, 52, 54 and 56 and the bottom close contact portion 51 53, 55, and 57, and is formed along the upper ends of the side molds 30, 32, 34, and 36 and the corner moldings 50, 52, 54, The upper reinforcing portions 60, 61, 6 72, 74, and 56 are formed at the inner corner portions of the corner mold plates 50, 52, 54, and 56, respectively, And a pair of corner corner molds 50 and 52 which intersect diagonally at opposite ends of the diagonal brace 80 and 90 in a crosswise fashion in an "X" shape, The side plates 30, 32, 34 and 36 which are opposed to each other on the front, rear, left and right sides are connected to the reinforcing plates 70, 72, 74 and 76 of the tension wires 54 The pin holes 60h and 61h formed in the upper reinforcing portions 60, 61, 62 and 63 of the side molds 30, 32, 34 and 36, The wire fixing pins 102, 104, 112, 114, 122 and 124 inserted into and engaged with the tension wires 100, 110 and 120 are installed at both ends of the tension wires 100, A folding inner formwork for construction. 제 1 항에 있어서, 상기 코너이격부(S1)(S2)(S3)(S4)에 끼워져서 측면형판(30)(32)(34)(36)의 외측면과 동일평면을 이루고 슬래브거푸집(20)에 밀착되는 고무형판(200)(202)(204)(206)을 코너형판(50)(52)(54)(56)의 외측면에 추가로 설치하여 구성한 것을 특징으로 하는 건축용 접이식 내부거푸집.The method as claimed in claim 1, wherein the corner spacers (S1, S2, S3, S4) are flush with the outer surfaces of the side plates (30, 32, 34, 36) 202, 204 and 206 which are in close contact with the inner surface of the corner molds 50, 52, 54 and 56, Form. 제 1 항 또는 제 2 항에 있어서, 상기 측면형판(30)(32)(34)(36)과 코너형판(50)(52)(54)(56)에 계단형의 턱(300)(400)을 형성하고, 코너형판(50)(52)(54)(56)에 형성된 턱(400)에 견인고리(410)를 설치하여 구성한 것을 특징으로 하는 건축용 접이식 내부거푸집.The method according to claim 1 or 2, characterized in that stepped jaws (300) (400) are formed on the side molds (30), (32), (34), and (36) , And a pulling ring (410) is provided on a jaw (400) formed on the corner mold plates (50), (52), (54) and (56).
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113622660A (en) * 2021-08-17 2021-11-09 中国水利水电第三工程局有限公司 Integral hoisting type formwork structure for vertical hole and concrete construction method

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Publication number Priority date Publication date Assignee Title
JPH09144307A (en) * 1995-11-28 1997-06-03 Okamoto Ind Inc Form for concrete construction
KR20000013517U (en) * 1998-12-22 2000-07-15 서운수 Formwork for concrete building elevator corridor
KR20040087359A (en) * 2003-04-07 2004-10-14 깨뱉시스템(주) Foldable gang form and construction method using the same
KR20120063406A (en) * 2010-12-07 2012-06-15 김시영 Assembly of mold for constructing a box type concrete structure

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09144307A (en) * 1995-11-28 1997-06-03 Okamoto Ind Inc Form for concrete construction
KR20000013517U (en) * 1998-12-22 2000-07-15 서운수 Formwork for concrete building elevator corridor
KR20040087359A (en) * 2003-04-07 2004-10-14 깨뱉시스템(주) Foldable gang form and construction method using the same
KR20120063406A (en) * 2010-12-07 2012-06-15 김시영 Assembly of mold for constructing a box type concrete structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113622660A (en) * 2021-08-17 2021-11-09 中国水利水电第三工程局有限公司 Integral hoisting type formwork structure for vertical hole and concrete construction method

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