KR102436515B1 - Slab-type frame for construction of low noise slabs in concrete buildings - Google Patents

Slab-type frame for construction of low noise slabs in concrete buildings Download PDF

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KR102436515B1
KR102436515B1 KR1020220007914A KR20220007914A KR102436515B1 KR 102436515 B1 KR102436515 B1 KR 102436515B1 KR 1020220007914 A KR1020220007914 A KR 1020220007914A KR 20220007914 A KR20220007914 A KR 20220007914A KR 102436515 B1 KR102436515 B1 KR 102436515B1
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South Korea
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slab panel
wall
slab
support beam
hook
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KR1020220007914A
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Korean (ko)
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박해대
박성준
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미래테크(주)
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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
    • 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

Abstract

The present invention relates to a slab formwork for low-noise construction of slabs formed on each floor of a concrete building, which is convenient to install a mold, can safely perform dismantlement work, and is configured not to let the mold fall to the floor during dismantling work, thereby preventing damage of the mold and reducing noise. The slab formwork for low-noise slab construction of concrete buildings includes a top cradle; a slab panel support beam; a support strut; and a slab panel.

Description

콘크리트 건축물의 저소음 슬래브시공을 위한 슬래브형틀{Slab-type frame for construction of low noise slabs in concrete buildings}Slab-type frame for construction of low noise slabs in concrete buildings

본 발명은 콘크리트 건축물의 각층에 형성되는 슬래브(Slab)시공을 저소음으로 하기 위한 슬래브형틀에 관한 것으로 형틀 설치가 편리하고, 해체 작업이 안전하게 이루어지며, 해체작업시 형틀이 바닥에 떨어지지 않게 구성하여 형틀의 파손을 막으면서 소음도 줄일 수 있게 한 것인데 보다 구체적인 것은, The present invention relates to a slab mold for low noise construction of slabs formed on each floor of a concrete building. It is designed to reduce noise while preventing damage to

알루미늄으로 성형되어 벽체 형틀 상단에 적층되어 조립되고, 상면이 평면으로 되는 상단거치대와, 알루미늄으로 성형되어 서로 마주보는 좌우측 상단거치대 사이에 슬래브패널 길이에 대응하는 간격을 두고 나란하게 배치되고, 상면이 평면으로 되어 일정폭을 가지며, 상면전후측에 하향으로 절곡되는 전후벽이 형성되어 전후벽에는 슬래브패널 길이방향쪽 외벽이 결합하는 슬래브패널결합부가 형성되고, 저면에 받침지주가 세워지는 슬래브패널지지빔과, 슬래브패너지지빔의 사이에 배치되어 길이방향쪽 외벽은 슬래브패널지지빔의 슬래브패널결합부에 결합하고, 폭방향쪽 외벽은 인접하는 외벽이 체결구로 결합하며, 가장자리에 배치되는 슬래브패널의 폭방향쪽 외벽이 좌우측 벽체형틀의 상단거치대의 내측벽에 결합하는 슬래브패널로 이루어지고, It is molded from aluminum, laminated on the top of the wall frame, and assembled, and the top cradle is formed with a flat top and the left and right top cradles are molded from aluminum and placed side by side with an interval corresponding to the length of the slab panel, and the top surface is It is flat and has a certain width, and front and rear walls that are bent downward are formed on the front and rear sides of the upper surface, and a slab panel coupling part is formed on the front and rear walls to which the outer wall in the longitudinal direction of the slab panel is coupled, and the slab panel support in which the supporting posts are erected on the bottom surface. A slab panel disposed between the beam and the slab spanner support beam, wherein the longitudinal outer wall is coupled to the slab panel coupling part of the slab panel support beam, and the width direction outer wall is coupled to the adjacent outer wall by a fastener, and is disposed at the edge The outer wall in the width direction of

상기에서 슬래브패널은 길이방향쪽 외벽의 하단에 외벽하단에서 직각방향으로 내향하는 절곡돌편을 형성하여 절곡돌편의 내측단에서 직각되는 방향으로 상향하는 걸림돌편을 더 형성한 걸림부를 형성하며, 상단거치대 중에서 슬래브패널의 길이방향쪽 외벽의 선단부쪽 외벽과 결합하는 상단거치대의 내측벽에는 일정간격에 끝이 슬래브패널 상판 저면으로 상향하는 걸림돌부가 형성된 걸고리를 부착하고, 슬래브패널지지빔은 일정길이로 분할하여 분할부에 빔지지구를 개제하여 슬래브패널지지빔을 길이방향으로 연결할 수 있게 하고, 슬래브패널지지빔에서 슬래브패널의 길이방향쪽 외벽의 선단부 벽이 결합하는 슬래브패널결합부 하측에는 일정간격으로 끝이 슬래브패널 상판저면을 향해 상향하는 걸림돌부가 형성된 걸고리를 부착하며, 빔지지구는 상면이 슬래브패널지지빔 상면과 같은 폭을 가지면서 평면을 유지하는 상판을 구비하고, 상판에서 하향절곡하는 전후벽은 위가 넓고 하단으로 점차 좁아지는 역사다리꼴형상으로 형성하여 전후벽하단을 연결하는 저면판 중앙에 받침지주 상단을 부착하고, 저면판의 길이방향쪽에는 상단이 위로 향하는 걸고리를 부착하며, 빔지지구가 개입되는 슬래브패널지지빔의 전후벽 양단부를 빔지지구의 전후벽 양단부에 형성된 경사면에 대응하는 경사면으로 형성하고, 빔지지구와 연결되는 슬래브패널지지빔의 연결부에는 전후벽을 연결하는 세폭연결편을 부착하여 빔지지구의 걸고리에 걸수 있게 한 구성이다.In the above, the slab panel is formed by forming a bent protrusion at the lower end of the outer wall in the longitudinal direction inward from the lower end of the outer wall to form a locking portion further formed with a protrusion upward in a direction perpendicular to the inner end of the bent protrusion. In the inner wall of the upper cradle, which is combined with the outer wall of the front end of the outer wall in the longitudinal direction of the slab panel, a hook having a locking protrusion with the end upward toward the bottom of the slab panel is attached at regular intervals, and the slab panel support beam is divided into predetermined lengths. In this way, a beam support is interposed in the dividing part so that the slab panel support beam can be connected in the longitudinal direction, and the slab panel support beam ends at regular intervals below the slab panel coupling part where the front end wall of the longitudinal outer wall of the slab panel joins. The slab panel upper plate attaches a hook with a locking protrusion that rises upward toward the bottom surface of the slab panel, and the beam support includes a top plate that maintains a flat surface while having the same width as the top surface of the slab panel support beam, and the front and rear walls bent downward from the top plate Formed in a reverse trapezoid shape that is wide at the top and gradually narrows down to the bottom, attach the upper end of the support post to the center of the base plate that connects the lower ends of the front and rear walls. Both ends of the front and rear walls of the intervening slab panel support beam are formed with inclined surfaces corresponding to the inclined surfaces formed on both ends of the front and rear walls of the beam support, and a narrow connecting piece connecting the front and rear walls is attached to the connection part of the slab panel support beam connected to the beam support. It is a configuration that allows it to be hung on the hook of the earth.

종래의 슬래브패널은 직4각형으로 되는 슬래브패널의 길이방향쪽 외벽 하단에 내측으로 연장되는 걸림부를 형성하여 슬래브패널 밑에 설치되는 슬래브패널지지빔의 상면을 따라 형성한 걸림돌기에 걸 수 있도록 구성하고 있어서 상단거치대에 걸수 없는 불편이 있고, 이로인해 상단거치대쪽에 결합된 슬래브패널을 철거할 때, 해체작업이 어려운 불편이 있고, 슬래브패널지지빔의 양단을 상단거치대에 결합시켜서 설치해야 하므로, 설치가 복잡하고 해체시 탈락위험이 있어 작업이 난이하고 비용이 많이 드는 불편이 있으며, 슬래브패널지지빔을 해체할 때, 낙하를 방지하는 설비를 별도로 해야 하므로, 자재가 많이 소요되고, 해체준비에 따른 일손이 많이 들고 비용이 증가하는 불편이 있고, The conventional slab panel forms a locking part extending inwardly at the lower end of the outer wall in the longitudinal direction of the rectangular slab panel, so that it can be hooked on the locking protrusion formed along the upper surface of the slab panel support beam installed under the slab panel. There is an inconvenience that it cannot be hung on the upper cradle, and therefore, when dismantling the slab panel joined to the upper cradle, it is difficult to dismantle, and the installation is complicated because both ends of the slab panel support beam must be connected to the upper cradle and installed. However, there is a risk of falling off during dismantling, which makes the work difficult and expensive. There is inconvenience in that it is expensive and the cost increases,

또, 슬래브패널의 길이방향쪽 외벽에 형성한 걸림부는 끝이 "

Figure 112022006962281-pat00001
"형으로 되어 슬래브패널지지빔 상면 양측을 따라 형성된 걸림돌기에 걸어 현가를 시키기 때문에 걸림상태가 부실하여 슬래브패널이 흔들릴 경우, 쉽게 벗겨질 수 있어 안전성이 떨어지는 불편이 있었다.In addition, the end of the locking part formed on the outer wall in the longitudinal direction of the slab panel is "
Figure 112022006962281-pat00001
"The slab panel is in the shape of a slab panel support beam and is suspended by hanging on the protrusions formed along both sides of the top surface, so if the slab panel shakes due to poor locking condition, it can be easily peeled off, resulting in poor safety.

(1)선행기술 특허등록 제10-1833931호(1) Prior art patent registration No. 10-1833931 (2)선행기술 특허등록 제10-1619310호(2) Prior art patent registration No. 10-1619310

본 발명은 상기 불편을 해소하기 위하여 개발한 것이다.The present invention was developed to solve the above inconvenience.

본 발명은 콘크리트 건축물의 각층에 형성되는 슬래브시공을 저소음으로 하기 위한 슬래브형틀에 관한 것이다.The present invention relates to a slab mold for low-noise slab construction formed on each floor of a concrete building.

상기 목적을 달성하기 위해 본 발명은 알루미늄으로 성형되어 벽체 형틀 상단에 적층되어 조립되고, 단면이 "

Figure 112022006962281-pat00002
"형으로 되며, 상면이 일정폭을 가지는 평면으로 되는 상단거치대와, In order to achieve the above object, the present invention is molded from aluminum and laminated on the top of the wall frame and assembled, and the cross section is "
Figure 112022006962281-pat00002
An upper cradle that is in the shape of a "type and whose upper surface is flat

알루미늄으로 성형되어 단면이 "

Figure 112022006962281-pat00003
"형으로 되고, 서로 마주보는 좌우측벽체의 상단거치대 사이에 배치되어 슬래브패널길이에 대응하는 일정간격에 나란하게 설치되며, 상면이 일정폭을 가지는 평면으로되어 상단거치대 상면과 이어지고, 상면전후측에 하향으로 절곡되는 전후벽이 형성되어 전후벽에는 슬래브패널 길이방향쪽 외벽이 결합하는 슬래브패널결합부가 형성되며, 저면에 받침지주가 세워지는 슬래브패널지지빔과, Molded from aluminum, the cross-section is "
Figure 112022006962281-pat00003
It is placed between the upper cradles of the left and right walls facing each other and installed side by side at regular intervals corresponding to the length of the slab panel. A slab panel coupling part is formed on the front and back walls to which the front and rear walls that are bent downward are coupled to the outer wall in the longitudinal direction of the slab panel.

알루미늄으로 제작되어 슬래브패널지지빔의 사이에 배치되어 길이방향쪽 외벽은 슬래브패널지지빔의 슬래브패널결합부에 결합하고, 폭방향쪽 외벽은 인접하는 폭방향외벽과 서로 체결되고, 가장자리에 배치되는 슬래브패널의 폭방향쪽 외벽은 좌우측벽체의 상단거치대의 내측벽에 결합하는 슬래브패널로 이루어지고, It is made of aluminum and disposed between the slab panel support beams so that the longitudinal outer wall is coupled to the slab panel coupling part of the slab panel support beam, and the width direction outer wall is fastened to the adjacent width direction outer wall and disposed at the edge The outer wall in the width direction of the slab panel is composed of a slab panel coupled to the inner wall of the upper cradle of the left and right walls,

상기에서 슬래브패널은 길이방향쪽 외벽의 하단에 외벽하단에서 직각방향으로 내향하는 절곡돌편을 형성하여 절곡돌편의 내측단에서 직각되는 방향으로 상향하는 걸림돌편을 더 형성한 걸림부를 형성하여 이루어지며, In the above, the slab panel is formed by forming a locking part at the lower end of the outer wall in the longitudinal direction that further forms a bending protrusion that faces inward from the lower end of the outer wall, and further has a blocking protrusion that rises upward in a direction perpendicular to the inner end of the bent protrusion,

상단거치대는 상단거치대 중에서 슬래브패널의 길이방향쪽 외벽의 선단쪽외벽과 마주하는 상단거치대 내측벽을 따라 일정간격에 끝이 슬래브패널 상판쪽으로 상향하는 걸림돌부가 형성된 걸고리를 부착하고, 슬래브패널지지빔은 일정길이로 분할하여 분할부에 빔지지구를 개입하여 지지빔과 슬래브패널지지빔을 연결대와 체결구로 체결하여 길이방향으로 연결할 수 있게 구성하고, 빔지지구에는 받침지주가 구비되며, The upper cradle is attached with a hook formed with a catching protrusion that ends upward toward the slab panel upper plate at regular intervals along the inner wall of the upper cradle facing the front outer wall of the longitudinal outer wall of the slab panel among the upper holders, and the slab panel support beam is It is divided into a certain length, and the support beam and the slab panel support beam are connected with a connecting rod and a fastener through the beam support in the dividing part so that they can be connected in the longitudinal direction.

또한, 슬래브패널지지빔은 슬래브패널 길이방향쪽 외벽에서 선단부쪽 외벽이 결합되는 전방벽 일정간격을 따라 끝이 슬래브패널상판을 향해 상향하는 걸림돌편을 가지는 걸고리를 착탈가능케 볼트와 너트로 부착하며, 빔지지구는 상면이 슬래브패널지지빔 상면과 같은 폭을 가지고 평면으로 되는 상판을 구비하고, 상판전후측을 하향으로 절곡한 전후벽을 형성한 후, 전후벽은 위가 넓고 하단으로 점차 좁아지는 벽으로 형성하여 전후벽의 양측이 경사면으로 되는 역사다리꼴 형상의 벽을 형성하여 전후벽 하단을 연결하는 저면판 중앙에 받침지주 상단을 부착하고, 저면판의 길이방향쪽에는 일측 또는 양측에 상단이 위로 향하는 걸고리를 부착하며, 빔지지구가 개입되는 슬래브패널지지빔의 전후벽은 길이방향 양단부를 빔지지구의 전후벽 양단부에 형성된 경사면에 대응하는 경사면을 형성하고, 빔지지구와 연결되는 쪽전후벽에는 세폭연결편을 부착하여 세폭연결편이 빔지지구의 저면판에 형성된 걸고리에 착탈가능하게 걸 수 있도록 한 구성이다.In addition, the slab panel support beam is attached with a bolt and a nut to detachably attach a hook having a stumbling block whose end rises upward toward the slab panel top plate along a predetermined interval from the outer wall of the slab panel in the longitudinal direction to the front wall where the outer wall at the tip is coupled. The beam support has an upper surface having the same width as the upper surface of the slab panel support beam and is provided with a flat upper plate, and after forming the front and rear walls bent down on the front and rear sides of the upper plate, the front and rear walls are wide at the top and gradually narrower towards the bottom Form a wall in the shape of an inverted trapezoid in which both sides of the front and rear walls become inclined surfaces and attach the top of the support post to the center of the bottom plate connecting the lower ends of the front and rear walls. Attaching hooks facing each other, the front and rear walls of the slab panel support beam through which the beam support is interposed form inclined surfaces corresponding to the inclined surfaces formed at both ends of the front and rear walls of the beam support at both ends in the longitudinal direction. is attached so that the narrow connection piece can be detachably hung on the hook formed on the bottom plate of the beam support.

한편, 상단거치대 내벽에 형성되는 슬래브패널결합부와 슬래브패널의 길이방향쪽 외벽이 결합하는 결합부에는 일정공간에 결합공이 형성되어 연결핀과 웨지핀으로 결합이 되고, 슬래브패널 각자는 폭방향쪽 외벽에 결합공이 형성되어 연결핀과 웨지핀으로 서로 결합이 되며, 슬래브패널지지빔과 슬래브패널의 길이방향쪽 외벽이 연결되는 곳에도 일정간격에 결합공이 형성되어 연결핀과 웨지핀으로 결합이 되는바, 이는 기존의 결합방법과 같기 때문에 구체적인 설명은 생략하기로 한다.On the other hand, a coupling hole is formed in a predetermined space in the coupling part where the slab panel coupling part formed on the inner wall of the upper cradle and the outer wall in the longitudinal direction of the slab panel are coupled to each other with a connection pin and a wedge pin, and each slab panel is in the width direction. A coupling hole is formed in the outer wall and coupled to each other with a connecting pin and a wedge pin. A coupling hole is also formed at regular intervals where the slab panel support beam and the longitudinal outer wall of the slab panel are connected, so that the connecting pin and the wedge pin are coupled. However, since this is the same as the conventional coupling method, a detailed description thereof will be omitted.

한편, 본 발명의 슬래브패널은 가로 세로의 규격이 600×1200mm 범위로 제작되고, 주벽 높이는 59∼65mm이고, 걸림부의 내향절곡돌편 길이는 23∼30mm이고, 상향걸림돌편의 돌출부 높이는 1.5∼2mm 범위로 하는 것이 바람직하다.On the other hand, the slab panel of the present invention is manufactured in the range of 600 × 1200 mm in width and length, the height of the main wall is 59 to 65 mm, the length of the inward bending protrusion of the locking part is 23 to 30 mm, and the height of the protrusion of the upward locking protrusion is in the range of 1.5 to 2 mm. It is preferable to do

또한, 본 발명의 빔지지구는 좌측벽의 상단거치대쪽에 설치되는 지지구의 저면판 양측에 걸고리를 구비하고, 외측벽의 상단거치대쪽에는 저면판의 우측편에 걸고리를 배치하는 것이 바람직하며, 분할체로 된 슬래브패널지지빔은 빔지지구 사이에 개입되는 중간지지빔(3M)은 전후벽이 "

Figure 112022006962281-pat00004
"형상으로 되고, 빔지지구와 거치대 사이에 개입되는 측방지지빔(3E)은 좌측의 지지빔은 전후벽이 "
Figure 112022006962281-pat00005
" 으로 되고 우측의 지지빔은 전후벽이 "
Figure 112022006962281-pat00006
" 형으로 제조되어 빔지지구에 결합하는 연결부 하단에 세폭연결편(3c)을 구비하게 된다.In addition, the beam support of the present invention is provided with hooks on both sides of the bottom plate of the support installed on the top holder side of the left wall, and it is preferable to arrange the hooks on the right side of the bottom plate on the top holder side of the outer wall. As for the slab panel support beam, the intermediate support beam (3M) interposed between the beam supports has the front and rear walls "
Figure 112022006962281-pat00004
"shape, the side support beam 3E intervening between the beam support and the cradle, the support beam on the left has the front and rear walls"
Figure 112022006962281-pat00005
" and the support beam on the right has a front and rear wall"
Figure 112022006962281-pat00006
It is manufactured in a "shape and provided with a narrow connection piece 3c at the lower end of the connection part coupled to the beam support.

이와 같이 된 본 발명은 상단거치대와 슬래브패널지지빔의 상면높이가 동일한 평면으로 되고, 슬래브패널지지빔 사이에 배치되는 슬래브패널의 상면이 같은 높이로 되므로, 상단거치대와 슬래브패널지지빔과 슬래브패널의 배치가 평면으로 유지할 수 있게 되며, In the present invention as described above, the upper surface height of the upper cradle and the slab panel support beam becomes the same plane, and the upper surface of the slab panel disposed between the slab panel support beams becomes the same height. arrangement can be kept flat,

슬래브패널의 길이방향쪽 외벽에 형성된 걸림부는 이와 대면하는쪽 상단거치대의 내측결합벽에 형성된 걸고리의 걸림돌기에 걸거나, 슬래브패널지지빔의 전방쪽 결합벽에 형성된 걸고리의 걸림돌기에 걸거나 빔지지구의 전방벽에 형성한 걸림돌편에 걸수 있게 되므로, 해체되는 단계마다 인접하는 위치에 걸고리가 배치되므로, 해당 걸고리에 슬래브패널과 슬래브패널지지빔의 걸림부를 걸 수 있게 되어 해체작업을 용이하게 할 수 있고, 특히 슬래브패널의 걸림부는 내향절곡돌편 내측단에 슬래브패널의 상판쪽으로 상향하는 상향걸림돌편을 더 형성시킨 걸림부로 구성하고 있어서, 상향거치대의 걸고리나 슬래브패널지지빔의 걸고리나 빔지지구의 걸림돌편에 쉽게 걸어 현가시킬 수 있고, 현가후 스스로 이탈될 염려가 없이 안전하게 걸림되므로, 현가된 상태에서 떨어지는 위험이 없게 되며, 이로인해 여유있게 해체작업을 할 수 있는 효과를 얻을 수 있다. The locking part formed on the outer wall in the longitudinal direction of the slab panel is hooked on the locking protrusion of the hook formed on the inner coupling wall of the upper end holder facing it, or hooked on the locking projection of the hook formed on the front coupling wall of the slab panel support beam. Since it can be hung on the stumbling block formed on the wall, hooks are arranged at adjacent positions at each dismantling stage, so the hooks of the slab panel and the slab panel support beam can be hung on the hooks, thereby facilitating the dismantling work. In particular, the locking part of the slab panel is composed of a locking part further formed with an upward locking part that rises upward toward the upper plate of the slab panel at the inner end of the inwardly bent protrusion, so it is easily caught on the hook of the upward cradle, the hook of the slab panel support beam, or the locking part of the beam support. It can be suspended by hanging, and since it is safely caught without fear of self-disengagement after suspension, there is no risk of falling from the suspended state, thereby obtaining the effect of allowing dismantling work with ease.

또, 상단거치대와 슬래브패널지지빔의 걸고리는 걸림돌기가 형성된 걸고리본체를 볼트와 너트로 체결하기 때문에 필요한 위치에 옮겨 설치할 수 있는 이점이 있고, 걸림돌기가 결합벽에서 일정거리가 이격되어 형성되기 때문에 걸기가 쉽고 흔들림에 대비할 수 있게 되는 이점이 있다.In addition, the hook of the upper cradle and the slab panel support beam has the advantage that it can be moved and installed at a necessary location because the hook body on which the locking projection is formed is fastened with a bolt and a nut. It has the advantage that it is easy to operate and can be prepared for shaking.

그리고 슬래브패널지지빔은 분할체로 구성되어 역사다리꼴 형상의 벽을 가지는 빔지지구에 연결바와 연결핀과 웨지핀을 사용하여 조립되므로, 튼튼하게 조립이 되고, 간편하게 조립되며, 조립의 역순으로 분리가 용이하게 되므로 설치와 철거가 용이하고, 벽체 양측면이 경사면으로 되어 해체시 밑으로 당기면 쉽게 분리되므로, 작업이 용이하고, 해체시는 빔지지구의 걸고리에 먼저 해체되는 지지빔의 세폭연결편을 걸 수 있으므로, 해체시 지지빔도 안전하게 해체할 수 있는 이점이 있고, 해체단계에서 지지빔을 떨어뜨리는 일이 없어 안전성이 확보되고 형틀 손상을 방지할 수 있으며, 형틀이 떨어져서 작업장에서 발생하는 소음을 줄일 수 있어서 저소음 작업이 가능하고, 해체작업이 능률적으로 이루어질 수 있는 이점이 있다.In addition, the slab panel support beam is composed of a divided body and is assembled using a connecting bar, a connecting pin, and a wedge pin to a beam support having an inverted trapezoidal wall, so it is strongly assembled and easily assembled, and it is easy to separate in the reverse order of assembly. It is easy to install and dismantle, and since both sides of the wall are inclined, it can be easily separated by pulling it down when dismantling, so it is easy to work. There is an advantage that the support beam can be safely dismantled during dismantling, and safety is ensured by not dropping the support beam during the dismantling stage, and damage to the formwork can be prevented. This is possible, and there is an advantage that the dismantling operation can be performed efficiently.

도 1은 본 발명이 실시된 평면도
도 2는 도 1의 가-가'선단면도
도 3은 도 1의 나-나'선단면도
도 4는 본 발명의 슬래브패널지지빔 부분 사시도
도 5는 본 발명의 슬래브패널지지빔의 일측 부분 예시도
도 6은 본 발명의 슬래브패널지지빔 중간 부분 예시도
도 7은 본 발명의 슬래브패널지지빔 단면 예시도
도 8은 본 발명의 빔지지구 부분 사시도
도 9는 도 8의 다-다'선단면도
도 10은 도 8의 라-라'선단면도
도 11은 본 발명의 일측 상단거치대 부분 사시도
도 12는 본 발명의 일측 상단거치대와 슬래브패널 사시도
도 13은 도 12의 결합상태 단면도
도 14는 본 발명의 슬래브패널 분해 사시도이다.1 is a plan view in which the present invention is practiced;
Figure 2 is a 'A-A' front cross-sectional view of Figure 1;
3 is a 'Na-I' front sectional view of FIG. 1;
Figure 4 is a partial perspective view of the slab panel support beam of the present invention
5 is an exemplary view of one side of the slab panel support beam of the present invention;
6 is an exemplary view of the middle part of the slab panel support beam of the present invention
7 is a cross-sectional view of the slab panel support beam of the present invention
Figure 8 is a partial perspective view of the beam support of the present invention
9 is a multi-a' front sectional view of FIG. 8;
10 is a 'La-La' front sectional view of FIG.
11 is a partial perspective view of one side of the upper cradle of the present invention;
12 is a perspective view of one side of the upper cradle and the slab panel of the present invention;
13 is a cross-sectional view of the coupled state of FIG. 12
14 is an exploded perspective view of a slab panel of the present invention.

본 발명은 콘크리트 건축물의 각층에 형성되는 슬래브시공을 저소음으로 하기 위한 슬래브형틀에 관한 것으로 보다 구체적인 것은, The present invention relates to a slab formwork for low-noise slab construction formed on each floor of a concrete building, and more specifically,

알루미늄으로 성형되어 슬래브주벽을 형성하는 벽체형틀(1) 상단에 적층되어 조립되고, 단면이 "

Figure 112022006962281-pat00007
"형으로 되며, 상면이 일정폭을 가지면서 평면으로 되는 상단거치대(2)와, 알루미늄으로 성형되어 단면이 "
Figure 112022006962281-pat00008
"형으로 되고, 서로 마주보는 좌우측 벽체형틀의 상단거치대 사이에 배치되어 슬래브패널 길이에 대응하는 일정간격에 나란하게 설치되며, 상면이 일정폭을 가지는 평면으로 되어 상단거치대 상면과 이어지고, 상면전후단이 하향으로 절곡하여 전후벽(3')(3")을 형성하고, 전후벽에 슬래브패널 길이방향쪽외벽(5a)이 결합하는 슬래브패널결합부(3a)(3b)가 형성되며, 저면에서 바닥쪽으로 받침지주(4)가 설치되어 상면이 슬래브패널(5) 상면과 같은 높이를 유지하는 슬래브패널지지빔(3)과, It is laminated and assembled on the top of the wall frame (1) formed of aluminum to form the main slab wall, and the cross section is "
Figure 112022006962281-pat00007
The top cradle (2), which is in the shape of "a flat surface with a certain width, and a cross-section made of aluminum"
Figure 112022006962281-pat00008
It is placed between the upper cradles of the left and right wall molds facing each other and installed side by side at regular intervals corresponding to the length of the slab panel. This is bent downward to form front and rear walls 3' and 3", and slab panel coupling portions 3a and 3b to which the longitudinal outer wall 5a of the slab panel are coupled to the front and rear walls are formed, and from the bottom surface A slab panel support beam (3) having a support post (4) installed toward the bottom and maintaining the same height as the upper surface of the slab panel (5);

알루미늄으로 제작하여 폭방향 보다 길이방향의 길이가 긴 직4각형판체를 형성하고, 슬래브패널지지빔 사이에 배치되어 길이방향쪽외벽(5a)과, 폭방향쪽외벽(5d)은 인접하는 벽끼리 연결핀과 웨지핀으로 체결되고, 가장자리에 배치되는 슬래브패널의 폭방향외벽은 좌우측벽체의 상단거치대의 내측벽에 결합하는 슬래브패널(5)로 이루어지고, It is made of aluminum to form a rectangular plate body having a length in the longitudinal direction longer than in the width direction, and is disposed between the slab panel support beams so that the longitudinal outer wall 5a and the widthwise outer wall 5d are adjacent to each other. The outer wall in the width direction of the slab panel, which is fastened with a connecting pin and a wedge pin, and disposed at the edge, consists of a slab panel 5 coupled to the inner wall of the upper end holders of the left and right walls,

상기 슬래브패널은 길이방향쪽 외벽은 외벽하단에서 직각방향으로 내향절곡돌편(5b)을 형성하고, 절곡돌편의 내측단에서 직각되는 방향으로 상향걸림돌편(5c)을 형성한 길이방향쪽외벽(5a)을 만들어 슬래브패널 상판과 폭방향 외벽 내면에 용접(5d)하여 일체가 되게 함으로써, 패널의 길이방향쪽외벽(5a)에 걸림부(50)가 형성되게 하고, The longitudinal outer wall of the slab panel has an inwardly bent protrusion 5b at a right angle from the lower end of the outer wall, and an upward locking protrusion 5c is formed in a direction perpendicular to the inner end of the bent protrusion. ) and welded (5d) to the inner surface of the outer wall in the width direction with the upper plate of the slab panel, so that the engaging portion 50 is formed on the outer wall 5a in the longitudinal direction of the panel,

상단거치대(2)는 슬래브패널의 길이방향쪽 외벽과 대면하는 쪽에 배치한 상단거치대의 내측벽(2a)에 형성된 슬래브패널결합부(2b)에 형성한 결합구멍(2c)에 걸고리본체 부착부(20')가 볼트(20b)와 너트(20c)로 부착되고, 부착부에서 내측으로 돌출되어 끝이 슬래브패널 상판 저면을 향해 상향하는 걸림돌부(20a)가 형성된 걸고리(20)를 일정간격에 형성하며, The upper end holder (2) is attached to the hook body in the coupling hole (2c) formed in the slab panel coupling portion (2b) formed on the inner wall (2a) of the upper end holder disposed on the side facing the longitudinal outer wall of the slab panel (2c). 20') is attached with a bolt 20b and a nut 20c, and the hook 20 is formed at regular intervals with a locking protrusion 20a that protrudes inward from the attachment part and has a locking protrusion 20a whose end is upward toward the bottom of the slab panel upper plate. and

슬래브패널지지빔(3)은 전방벽(3')에 형성한 슬래브패널결합부(3a) 하측에 일정간격으로 걸고리부착구멍(3d)을 뚫어 걸고리부착부(30')를 볼트(30b)와, 너트(30c)로 부착하고, 걸고리부착부에서 내측으로 돌출되어 끝이 슬래브패널 상판 저면을 향해 상향하는 상향걸림돌부(30a)가 있는 걸고리(30)를 일정간격에 착탈가능케 형성하고, The slab panel support beam 3 is formed by drilling hook attachment holes 3d at regular intervals on the lower side of the slab panel coupling part 3a formed in the front wall 3' to attach the hook hook attachment part 30' to the bolt 30b. , attached with a nut (30c), protruding inward from the hook attachment part and having an upward locking protrusion (30a) whose end is upward toward the bottom of the slab panel upper plate is formed to be detachable at regular intervals,

빔지지구(300)는 상면이 평면이고, 폭이 슬래브패널지지빔과 같고, 전후벽(300a)(300b)은 상단이 넓고 하단으로 점점 좁아져 길이방향 양측면이 경사면으로 되어 역사다리꼴 형상의 벽으로 되어 슬래브패널지지빔(3)과, 연결바(306)와 연결핀(307)과 웨지핀(308)으로 연결되고, 빔지지구(300)의 저면에는 전후벽을 연결하는 저면판(300c)을 형성하고, 중앙부에 받침지주(4)를 배치하며, 받침지주가 형성된 저면판의 길이방향 일측 또는 양측에는 끝이 상향하는 걸림돌기(301a)가 있는 걸고리(301)를 볼트(302)와 너트(303)로 부착하고, 빔지지구(300)의 전방벽(300a)에는 슬래브패널 길이방향쪽 외벽의 걸림부(50)가 결합할 수 있게 끝이 슬래브패널 상판 저면쪽으로 향해 상향하는 걸림돌편(305)을 일정각도로 돌출되게 형성하여서 되는 구성이다.The beam support 300 has a flat top surface, the width is the same as the slab panel support beam, and the front and rear walls 300a and 300b are wide at the top and gradually narrower at the bottom, so that both sides in the longitudinal direction become inclined surfaces to form an inverted trapezoidal wall. The slab panel support beam 3, the connecting bar 306, the connecting pin 307 and the wedge pin 308 are connected to each other, and the lower surface of the beam support 300 has a bottom plate 300c connecting the front and rear walls. Formed, the support post (4) is arranged in the central part, and on one or both sides in the longitudinal direction of the bottom plate on which the support post is formed, the hook 301 having a locking protrusion (301a) whose end is upward is attached to a bolt (302) and a nut ( 303), and the end of the slab panel upper plate is attached to the front wall 300a of the beam support 300 so that the engaging portion 50 of the outer wall in the longitudinal direction can be coupled thereto. is formed to protrude at a certain angle.

한편, 상단거치대(2) 내벽에는 슬래브패널(5)의 길이방향쪽외벽(5a)과 폭방향쪽외벽(5d)이 결합하는 결합부를 형성하여 결합부에 일정간격으로 결합공을 형성하고, 슬래브패널지지빔과 슬래브패널의 길이방향쪽 외벽이 연결되는 결합부에도 결합공을 형성하여 연결핀과 웨지핀으로 결합하는바, 연결핀과 웨지핀은 이 분야에서 실시하고 있는 것이므로, 구체적인 설명은 생략하기로 한다.On the other hand, on the inner wall of the upper end holder 2, a coupling portion is formed in which the longitudinal side outer wall 5a and the width direction side outer wall 5d of the slab panel 5 are coupled to form coupling holes at regular intervals in the coupling portion, and the slab A coupling hole is also formed in the coupling part where the panel support beam and the outer wall of the slab panel are connected in the longitudinal direction, and the coupling pin and the wedge pin are coupled to each other. decide to do

또한, 본 발명의 슬래브패널은 가로 세로의 규격이 600×1200mm 범위로 제작되고, 주벽 높이는 59∼65mm 이고, 걸림부의 내향절곡돌편 길이는 23∼30mm이고, 상향걸림돌편의 돌출부 높이는 1.5∼2mm 범위로 하는 것이 바람직하다.In addition, the slab panel of the present invention is manufactured in the range of 600 × 1200 mm in width and length, the height of the main wall is 59 to 65 mm, the length of the inwardly bent protrusion of the locking part is 23 to 30 mm, and the height of the protrusion of the upward locking protrusion is in the range of 1.5 to 2 mm. It is preferable to do

그리고 슬래브패널지지빔(3)은 일정길이로 분할되어 제작이 되며, 빔지지구(300) 사이에 개입되는 중간지지빔(3M)은 전후벽이 "

Figure 112022006962281-pat00009
"형상으로 되고, 빔지지구와 상단거치대 사이에 개입되는 측방지지빔(3E)은 좌측지지빔의 전후벽은 "
Figure 112022006962281-pat00010
" 형상이고, 우측지지빔의 전후벽은 "
Figure 112022006962281-pat00011
" 형으로 되어 빔지지구쪽에 결합하는 연결부에 세폭연결편(3c)을 갖추어서 되는 구성이다.And the slab panel support beam 3 is manufactured by being divided into a certain length, and the intermediate support beam 3M interposed between the beam support members 300 has front and rear walls "
Figure 112022006962281-pat00009
The side support beam 3E interposed between the beam support and the upper cradle is shaped like "the front and rear walls of the left support beam are"
Figure 112022006962281-pat00010
"shape, the front and rear walls of the right support beam are "
Figure 112022006962281-pat00011
It is a configuration in which a narrow connecting piece (3c) is provided on a connecting portion that is shaped like a “beam support”.

1 : 벽체형틀 2 : 상단거치대
2a : 내측벽 2b : 슬래브패널결합부
2c : 결합구멍 3 : 슬래브패널지지빔
3' : 전방벽 3" : 후방벽
3a,3b : 슬래브패널결합부 3c : 세폭연결편
3E : 측방지지빔 3M : 중간지지빔
4 : 받침지주 5 : 슬래브패널
5a : 길이방향쪽외벽 5b : 내향절곡돌편
5c : 상향걸림돌편 5d : 폭방향쪽외벽
20 : 걸고리 20' : 부착부
20a : 걸림돌기 20b : 볼트
20c : 너트 30 : 걸고리
30' : 걸고리부착부 30a : 상향걸림돌부
30b : 볼트 30c : 너트
50 : 걸림부 300 : 빔지지구
300a,300b : 전후벽 301 : 걸고리
301a : 걸림돌기 302 : 볼트
303 : 너트 305 : 걸림돌편
306 : 연결바 307 : 연결핀
308 : 웨지핀1 : wall frame 2 : top cradle
2a: inner wall 2b: slab panel coupling part
2c: coupling hole 3: slab panel support beam
3': front wall 3": rear wall
3a, 3b: slab panel coupling part 3c: narrow connection piece
3E: side support beam 3M: intermediate support beam
4: support post 5: slab panel
5a: longitudinal side outer wall 5b: inward bending stone piece
5c: Upward stumbling block 5d: Outer wall in the width direction
20: hook 20': attachment part
20a: snag 20b: bolt
20c: nut 30: hook
30': hook attachment part 30a: upward locking protrusion
30b: bolt 30c: nut
50: locking part 300: beam support
300a, 300b: front and rear walls 301: hook
301a: locking projection 302: bolt
303: nut 305: stumbling block
306: connecting bar 307: connecting pin
308: wedge pin

Claims (4)

알루미늄으로 성형되어 벽체형틀(1) 상면에 적층되어 조립되고, 단면이 "
Figure 112022054755262-pat00012
"형상으로 되는 상단거치대(2)와, 알루미늄으로 성형되어 단면이 "
Figure 112022054755262-pat00013
"형으로 되고, 마주보는 상단거치대 사이에서 슬래브패널 길이에 대응하는 간격을 두고 나란히 배치되는 슬래브패널지지빔(3)과,
슬래브패널지지빔을 받치는 받침지주(4)와,
슬래브패널지지빔(3) 사이에 배치되어 길이방향쪽 외벽이 슬래브패널지지빔 전후벽에 형성된 슬래브패널 결합부에 결합하는 슬래브패널(5)로 이루어지고,
상기 슬래브패널(5)은 길이방향쪽외벽(5a) 하단부에서 내측으로 직각방향으로 연장하는 내향절곡돌편(5b)을 형성한 후, 내향절곡돌편의 끝에서 직각되게 상향으로 돌출되는 걸림돌편(5c)을 더 형성한 걸림부(50)를 형성하여서 이루어지며,
상단거치대(2)는 슬래브패널의 길이방향쪽 외벽의 선단부쪽 외벽과 결합하는 상단거치대의 내측벽에 일정간격을 따라 끝이 슬래브패널 상판 저면을 향해 상향하는 걸림돌기(20a)를 가지는 걸고리본체를 볼트(20b)와, 너트(20c)로 부착하여 착탈할 수 있게 한 걸고리(20)를 형성하고,
슬래브패널지지빔(3)은 상면이 상단거치대(2) 상면과 이어지는 평면이고, 일정폭을 가지며, 전후벽(3')(3")에 슬래브패널의 길이방향쪽외벽(5a)이 결합하는 슬래브패널결합부(3a)(3b)를 형성하여, 전방벽의 결합부(3a) 하단을 따라 일정간격에 걸고리부착구멍(3d)을 뚫어 걸고리부착부(30')를 볼트(30b)와, 너트(30c)로 부착하고, 걸고리부착부에서 내측으로 돌출되어 끝이 슬래브패널 상판 저면을 향해 상향하는 상향걸림돌부(30a)가 있는 걸고리(30)를 일정간격에 착탈가능케 형성하며,
또한, 슬래브패널지지빔(3)은 길이방향으로 일정길이를 가지는 분할체로 만들어 분할부에 빔지지구(300)를 넣어 연결하고,
빔지지구(300)는 저면판에 받침지주(4)와 슬래브패널지지빔을 매달 수 있는 걸고리(301)를 형성하고, 슬래브패널지지빔에는 빔지지구와 연결되는 곳에 걸고리(301)에 걸 수 있는 세폭연결편(3c)을 형성하여서 되며,
빔지지구(300)는 단면이 슬래브패널지지빔과 같은 형상과 규격으로 되어 상면이 평면이고, 상면에서 하측으로 절곡되는 전후벽(300a)(300b)은 상단이 넓고 하단이 점점 좁아져 길이방향 양측면이 경사면으로 되어 전후벽 모양이 역사다리꼴 형상으로 되는 벽으로 되고, 슬래브패널지지빔(3)에 연결바(306)와 연결핀(307)과 웨지핀(308)으로 연결되며, 저면판(300c) 중심부에 받침지주(4)을 형성하고, 저면판의 일측 또는 양측에 끝이 상향하는 걸림돌기(301a)가 형성된 걸고리(301)를 볼트(302)와 너트(303)로 체결하고, 전방벽에는 끝이 슬래브패널 상판 저면을 향해 상향하는 걸림돌편(305)을 형성하며,
슬래브패널(5)의 길이방향쪽외벽(5a)은 하단부에 내향으로 연장하는 절곡돌편(5b)을 형성하고, 절곡돌편 끝에서 상향하는 걸림돌편(5c)이 형성되게 제작하여 슬래브패널 길이방향 끝에서 폭방향쪽외벽(5d)과 상판에 용접하여 일체가 되게 한 콘크리트 건축물의 저소음 슬래브시공을 위한 슬래브형틀.It is molded from aluminum and laminated on the upper surface of the wall frame (1) and assembled, and the cross-section is "
Figure 112022054755262-pat00012
"The top cradle (2) in the shape of, and the cross section made of aluminum"
Figure 112022054755262-pat00013
A slab panel support beam (3) formed in a “shape and arranged side by side with an interval corresponding to the length of the slab panel between the opposing upper holders;
a support post (4) supporting the slab panel support beam;
It is disposed between the slab panel support beams 3 and consists of a slab panel 5 having an outer wall in the longitudinal direction coupled to a slab panel coupling portion formed on the front and rear walls of the slab panel support beam,
The slab panel 5 is formed with an inwardly bent protrusion 5b extending in a right angle direction inward from the lower end of the longitudinal outer wall 5a, and then a blocking protrusion 5c protruding upward at right angles from the end of the inwardly bent protrusion. ) is formed by forming a further engaging portion 50,
The top holder (2) has a hook body having a locking protrusion (20a) whose end is upward toward the bottom of the slab panel top plate along a predetermined interval on the inner wall of the top holder coupled with the outer wall of the front end of the outer wall in the longitudinal direction of the slab panel. The bolt (20b) and the nut (20c) are attached to form a hook 20 that can be attached and detached,
The slab panel support beam 3 has a flat top surface that is connected to the top surface of the upper cradle 2, has a certain width, and the longitudinal outer wall 5a of the slab panel is coupled to the front and rear walls 3' and 3". The slab panel coupling portions 3a and 3b are formed, and hook attachment holes 3d are drilled at regular intervals along the lower end of the coupling portion 3a of the front wall, and the hook attachment portion 30 ′ is attached to the bolt 30b and; It is attached with a nut 30c, and the hook 30 with an upward locking protrusion 30a that protrudes inward from the hook attachment part and ends upward toward the bottom of the slab panel upper plate is detachably formed at regular intervals,
In addition, the slab panel support beam 3 is made of a divided body having a certain length in the longitudinal direction, and the beam support unit 300 is put in the divided portion and connected,
The beam support 300 forms a hook 301 for hanging the support post 4 and the slab panel support beam on the bottom plate, and the slab panel support beam has a hook 301 where it is connected to the beam support. By forming a narrow connection piece (3c),
The beam support 300 has a cross-section of the same shape and standard as the slab panel support beam, so that the upper surface is flat, and the front and rear walls 300a and 300b bent from the upper surface to the lower side have a wide upper end and a narrower lower end, so that both sides in the longitudinal direction This inclined surface becomes a wall in which the front and rear walls have an inverted trapezoidal shape, and are connected to the slab panel support beam 3 by a connecting bar 306, a connecting pin 307, and a wedge pin 308, and the bottom plate 300c ) Form a support post (4) in the center, and fasten the hook 301 with a locking projection (301a) having an upward end on one or both sides of the bottom plate with a bolt (302) and a nut (303), and the front wall The end of the slab panel upper plate forms a stumbling block piece 305 upward toward the bottom,
The longitudinal side outer wall 5a of the slab panel 5 forms a bent protrusion piece 5b extending inwardly at the lower end, and a blocking protrusion piece 5c upward from the end of the bent protrusion piece is formed so that the longitudinal end of the slab panel is formed. A slab formwork for low-noise slab construction of a concrete building that is welded to the outer wall (5d) in the width direction and the upper plate to become one. 삭제delete 삭제delete 삭제delete
KR1020220007914A 2022-01-19 2022-01-19 Slab-type frame for construction of low noise slabs in concrete buildings KR102436515B1 (en)

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Cited By (1)

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KR102510438B1 (en) * 2022-09-06 2023-03-15 미래테크(주) Quick wedge pin for mold

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KR101619310B1 (en) 2016-01-04 2016-05-10 현대알루미늄(주) support equipment of slab deck
KR101833931B1 (en) 2017-07-05 2018-03-02 오한성 Hook Type Slab Panel
KR20180029144A (en) * 2016-09-09 2018-03-20 백희정 Restoration type support with the axis with a drop bangbeop and drop device
KR20180029378A (en) * 2016-09-12 2018-03-21 서보산업 주식회사 Low noise concrete mold assembly, and method for constructing and removing this same
KR102005794B1 (en) * 2018-11-15 2019-07-31 오경근 Sliding Type Slab Panel Supporting Device
KR102344853B1 (en) * 2020-09-24 2021-12-30 주식회사 에이씨피 Guide for supporting slab pannel beam of building construction

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101619310B1 (en) 2016-01-04 2016-05-10 현대알루미늄(주) support equipment of slab deck
KR20180029144A (en) * 2016-09-09 2018-03-20 백희정 Restoration type support with the axis with a drop bangbeop and drop device
KR20180029378A (en) * 2016-09-12 2018-03-21 서보산업 주식회사 Low noise concrete mold assembly, and method for constructing and removing this same
KR101833931B1 (en) 2017-07-05 2018-03-02 오한성 Hook Type Slab Panel
KR102005794B1 (en) * 2018-11-15 2019-07-31 오경근 Sliding Type Slab Panel Supporting Device
KR102344853B1 (en) * 2020-09-24 2021-12-30 주식회사 에이씨피 Guide for supporting slab pannel beam of building construction

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102510438B1 (en) * 2022-09-06 2023-03-15 미래테크(주) Quick wedge pin for mold

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