KR100763003B1 - Support apparatus for slab form - Google Patents

Support apparatus for slab form Download PDF

Info

Publication number
KR100763003B1
KR100763003B1 KR1020060039005A KR20060039005A KR100763003B1 KR 100763003 B1 KR100763003 B1 KR 100763003B1 KR 1020060039005 A KR1020060039005 A KR 1020060039005A KR 20060039005 A KR20060039005 A KR 20060039005A KR 100763003 B1 KR100763003 B1 KR 100763003B1
Authority
KR
South Korea
Prior art keywords
support
formwork
horizontal
slab
hole
Prior art date
Application number
KR1020060039005A
Other languages
Korean (ko)
Inventor
심상경
Original Assignee
심상경
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 심상경 filed Critical 심상경
Priority to KR1020060039005A priority Critical patent/KR100763003B1/en
Application granted granted Critical
Publication of KR100763003B1 publication Critical patent/KR100763003B1/en

Links

Images

Classifications

    • 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
    • E04G11/50—Girders, beams, or the like as supporting members for forms
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/38—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings for plane ceilings of concrete

Abstract

A support device for a slab form is provided to increase work efficiency by simplifying an assembling process and carrying easily at installation. A support device for a slab form includes a beam pedestal(2) adhered closely to the lower part of a form and provided with supporting timber(22) which is movable from side to side to support the form not to be deflected if the form is larger than the beam pedestal, many timberings erected to the lower part of the beam pedestal to support the form, a stiffening support composed of a vertical supporter(51) fixed to the lower part of the beam pedestal at regular intervals by a fixture(4) and provided with a horizontal through hole(511) and a horizontal bar(52) passed through the horizontal through hole and fixed by a fastener not to move from side to side, and many auxiliary pedestals installed on the lower part of the form additionally to support the form not to be deflected.

Description

슬라브용 거푸집 지지장치{Support apparatus for slab form}Formwork support device for slabs {Support apparatus for slab form}

도 1은 본 발명의 슬라브용 거푸집 지지장치의 사용상태를 나타낸 측면도. 1 is a side view showing a state of use of the formwork support for slabs of the present invention.

도 2는 도 1의 A-A선 단면도.2 is a cross-sectional view taken along the line A-A of FIG.

도 3은 도 2의 B부 확대도. 3 is an enlarged view of a portion B of FIG. 2;

도 4는 본 발명의 슬라브용 거푸집 지지장치의 구성인 보강 지지수단을 나타낸 사시도.Figure 4 is a perspective view showing the reinforcement support means that is a configuration of the formwork support device for slabs of the present invention.

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

1 : 거푸집1: formwork

11 : 보조 받침대    11: auxiliary pedestal

2 : 형강 받침대2: shaped steel pedestal

21 : 하판    21: bottom plate

211 : 홀         211: hall

22 : 받침목    22: stand

23 : 양 수직판    23: both vertical plates

231 : 돌출턱         231: protruding jaw

24 : 함몰 공간부    24: recessed space

3 : 동바리3: dongvari

4 : 고정수단4: fixing means

41 : 볼트    41: Bolt

42 : 너트    42: nuts

5 : 보강 지지수단5: reinforcing support means

51 : 수직 지지체    51: vertical support

511 : 수평 관통홀, 512 : 홀, 513 : 중공부, 514 : 보강 수평대, 515 : 수직 돌출부, 516 : 수평 돌출부         511: horizontal through hole, 512: hole, 513: hollow part, 514: reinforcing horizontal bar, 515: vertical protrusion, 516: horizontal protrusion

52 : 횡형봉    52: horizontal bar

521 : 나선부, 522 : 너트         521: spiral portion, 522: nut

본 발명은 슬라브용 거푸집 지지장치에 관한 것으로, 보다 상세하게는 조립공정이 단순하여 작업능률을 향상시킬 수 있는 슬라브용 거푸집 지지장치에 관한 것이다.The present invention relates to a slab formwork support device, and more particularly to a slab formwork support device that can improve the work efficiency by the simple assembly process.

일반적으로 거푸집이라함은, 건축물의 바닥, 천장 등의 벽체를 시공하기 위하여 타설되는 콘크리트를 정해진 형상과 치수로 유지시키기 위하여 설치되는것으로서, 타설된 콘크리트가 경화된 후에는 해체되는 가설물을 말하는 것이다.In general, the formwork is to be installed to maintain the concrete to be fixed in a predetermined shape and dimensions for the construction of walls, such as the floor, ceiling of the building, refers to the construction that is to be dismantled after the concrete is hardened.

특히 슬라브를 성형하기 위해서는 건축물의 벽체가 형성된 상태에서 그 벽체면에 거푸집을 설치하고 다수개의 받침대를 이용하여 거푸집을 지지하게 되는 것이 다. 그리고 거푸집에 콘크리트를 주입하여 슬라브를 양생한 후 거푸집을 제거하여 슬라브를 완성하게 된다.In particular, in order to mold the slab in the state in which the wall of the building is formed formwork on the wall surface is to support the formwork using a plurality of pedestals. Then, the concrete is injected into the formwork to cure the slab, and then the formwork is removed to complete the slab.

이에 알려진 종래의 거푸집 지지장치는, 거푸집을 지지하도록 수직으로 세워지는 다수개의 동바리와, 상기 동바리들의 상부에 상호 연결 구비되며 내측에 구비되어 양단으로 돌출되는 받침목을 포함하는 형강 받침대와, 상기 형강 받침대의 하부에 구비되어 휨이나 처짐을 방지하게 되는 트러스로 구성됨을 특징으로 한다.The conventional formwork supporting device known in this regard, a steel pedestal including a plurality of copper bars vertically erected to support the formwork, and a support bar provided on the inner side of the copper bars and provided on the inner side and protruding from both ends, It is provided in the lower portion of the truss is characterized in that it is configured to prevent bending or deflection.

그러므로 거푸집의 하부에 설치된 지지장치를 통해 슬라브 거푸집을 보다 견고하게 지지할 수 있는 것이다.Therefore, it is possible to more firmly support the slab formwork through the support device installed in the lower part of the formwork.

그러나, 상기와 같은 종래의 거푸집 지지장치는, 알루미늄 재질인 형강 받침대에 상기 트러스를 고정하기 위해 별도의 고정수단을 사용해야만 했다.However, the conventional formwork supporting device as described above had to use a separate fixing means for fixing the truss to the aluminum steel pedestal.

즉 상기 형강 받침대의 하부에 다수의 홀이 형성된 금속 고정판을 더 구비하고 상기 홀에 볼트를 관통시켜 너트를 체결하여 금속 고정판을 고정한 후 상기 트러스의 단부를 용접을 통해 상기 금속 고정판에 고정하였다.That is, the bottom of the steel beam further comprises a metal fixing plate formed with a plurality of holes, and through the bolt to fasten the nut to fix the metal fixing plate and then fixed the end of the truss to the metal fixing plate by welding.

따라서 상기 지지장치의 조립공정이 매우 복잡하여 작업시간이 많이 소요 되었으며, 다수개의 연결대를 용접이음하여 완성되는 트러스를 운반하거나 설치하는데 필요한 시간과 인력이 과다하게 소요되는 문제점이 있었다.Therefore, the assembly process of the support device is very complicated, it takes a lot of work time, there is a problem that excessive time and manpower required to transport or install the truss completed by welding a plurality of connecting rods.

이에 본 발명은 상기와 같은 문제점을 해결하기 위하여 발명된 것으로, 조립공정이 단순하며 설치 시 운반이 용이하여 작업능률을 향상시킬 수 있는 슬라브용 거푸집 지지장치를 제공하는데 목적이 있다. The present invention has been invented to solve the above problems, an object of the present invention is to provide a slab formwork support device for the assembly process is simple and easy to transport when installed to improve the work efficiency.

또한, 형강 받침대의 하부에 지지장치를 설치함으로써 동바리 설치 간격을 일정하게 유지하여 동바리 투입 수량을 최소화할 수 있는 슬라브용 거푸집 지지장치를 제공하는데 목적이 있다. In addition, an object of the present invention is to provide a slab formwork supporting device for minimizing the quantity of copper bar input by maintaining a constant distance between installation of the copper bar by installing a support device on the lower part of the steel beam support.

상기와 같은 목적을 달성하기 위한 본 발명은, 거푸집의 하부에 밀착되는 형강 받침대와, 상기 형강 받침대의 하부에 구비되어 거푸집을 지지하게 되는 다수의 동바리를 포함하는 슬라브용 거푸집 지지장치에 있어서; 상기 형강 받침대의 하부에 일정 간격을 두고 고정수단을 통해 고정되며 하부에 수평 관통홀이 구비되는 수직 지지체와, 상기 수평 관통홀에 관통되며 양측에 구비된 체결수단을 통해 좌,우로 유동되지 않게 고정되는 횡형봉으로 구성된 보강 지지수단을 더 포함함을 특징으로 한다.In the present invention for achieving the above object, in the slab formwork support device comprising a form steel pedestal in close contact with the lower portion of the formwork, and a plurality of copper bar provided on the lower portion of the form steel pedestal to support the formwork; It is fixed not to flow left and right through a vertical support and a vertical support having a horizontal through hole in the lower portion and a horizontal through hole and a fastening means provided on both sides at a lower portion of the steel pedestal at fixed intervals. Characterized in that it further comprises a reinforcing support means consisting of a horizontal bar.

이하, 본 발명의 바람직한 실시예를 첨부된 도면을 참조하여 설명하면 다음과 같다.Hereinafter, preferred embodiments of the present invention will be described with reference to the accompanying drawings.

도 1은 본 발명의 슬라브용 거푸집 지지장치의 사용상태를 나타낸 측면도이고, 도 2는 도 1의 A-A선 단면도이며, 도 3은 도 2의 B부 확대도이고, 도 4는 본 발명의 슬라브용 거푸집 지지장치의 구성인 보강 지지수단을 나타낸 사시도이다.Figure 1 is a side view showing the use state of the slab formwork support device of the present invention, Figure 2 is a cross-sectional view taken along the line AA of Figure 1, Figure 3 is an enlarged view of the portion B of Figure 2, Figure 4 is for the slab of the present invention It is a perspective view which shows the reinforcement support means which is a structure of the formwork support apparatus.

도 1 내지 도 4에 도시된 바와 같이, 본 발명의 슬라브용 거푸집 지지장치는, 거푸집(1)의 하부에 밀착되는 형강 받침대(2)와, 상기 형강 받침대(2)의 하부에 구비되어 거푸집(1)을 지지하게 되는 다수의 동바리(3)를 포함하는 슬라브용 거푸집 지지장치에 있어서; 상기 형강 받침대(2)의 하부에 일정 간격을 두고 고정수 단(4)을 통해 고정되며 하부에 수평 관통홀(511)이 구비되는 수직 지지체(51)와, 상기 수평 관통홀(511)에 관통되며 양측에 구비된 체결수단을 통해 좌,우로 유동되지 않게 고정되는 횡형봉(52)으로 구성된 보강 지지수단(5)을 더 포함함을 특징으로 한다.As shown in Figures 1 to 4, the slab formwork supporting apparatus of the present invention, the form steel pedestal (2) in close contact with the lower portion of the formwork (1), and is provided on the lower portion of the form steel pedestal (2) 1) A slab formwork supporting device for a slab comprising a plurality of clubs (3) to support 1); A vertical support 51 is fixed to the lower portion of the form steel pedestal 2 at fixed intervals 4 through a fixed water stage 4 and has a horizontal through hole 511 at a lower portion thereof, and penetrates through the horizontal through hole 511. And it is characterized in that it further comprises a reinforcing support means (5) consisting of a horizontal rod (52) is fixed so as not to flow left, right through the fastening means provided on both sides.

특히 상기 거푸집(1)의 하부에는 다수의 보조 받침대(11)가 더 구비되어 상기 거푸집(1)을 지지하여 처짐을 방지하게 된다.In particular, a plurality of auxiliary pedestals 11 are further provided below the formwork 1 to support the formwork 1 to prevent sagging.

그리고, 상기 형강 받침대(2)의 내측에는 좌,우로 이동이 가능하게 받침목(22)이 구비되어 있다.In addition, a support neck 22 is provided on the inner side of the shaped steel pedestal 2 so as to be movable left and right.

따라서 거푸집(1)의 크기가 상기 형강 받침대(2)보다 큰 경우에, 상기 받침목(22)을 외측으로 이동시켜 받쳐주게 됨으로써 거푸집(1)의 처짐을 방지하게 된다.Therefore, when the size of the formwork (1) is larger than the shaped steel pedestal (2), by supporting the moving neck 22 to the outside to prevent sagging of the formwork (1).

한편, 상기 형강 받침대(2)는 상부가 개방된 양 수직판(23)을 포함하며, 상기 양 수직판(23)의 내측에 수평으로 돌출 구비된 양 돌출턱(231)을 통해 상기 받침목(22)을 받쳐주게 된다.On the other hand, the shaped steel pedestal (2) includes both vertical plates 23, the upper portion of which is open, the support neck 22 through the two protruding jaw 231 is provided to protrude horizontally inside the two vertical plates (23) ) Is supported.

또한 상기 형강 받침대(2)는 하부에 구비된 하판(21)을 포함하며, 상기 양 수직판(23)이 상기 하판(21)의 하부로 연장 돌출되어 형성된 함몰 공간부(24)를 더 포함한다.In addition, the shaped steel pedestal 2 includes a lower plate 21 provided at a lower portion, and the vertical plate 23 further includes a recessed space portion 24 formed by protruding downwardly from the lower plate 21. .

한편, 상기 고정수단(4)은 상기 형강 받침대(2)의 하판(21)에 구비되어 있는 홀(211)과, 상기 수직 지지체(51)의 상부에 구비되는 홀(512), 및 상기 하판(21)의 홀(211)과 상기 수직 지지체(51)의 홀(512)에 수직으로 관통되어 너트(42)를 통해 고정되는 볼트(41)로 구성된다.On the other hand, the fixing means 4 is a hole 211 provided in the lower plate 21 of the steel beam support 2, a hole 512 provided in the upper portion of the vertical support 51, and the lower plate ( It consists of a bolt 41 which is vertically penetrated through the hole 211 of the 21 and the hole 512 of the vertical support 51 and fixed through the nut 42.

특히 상기 형강 받침대(2)의 하부에 구비되는 상기 수직 지지체(51)는 상기 형강 받침대(2)가 휘거나 처지는 것을 방지하는 것으로서, 강도가 높은 금속재인 철근 구조물로 이루어진다.In particular, the vertical support 51 provided on the lower portion of the steel beam pedestal 2 is to prevent the steel beam pedestal 2 from bending or sagging, and is made of a reinforcing steel structure made of metal having high strength.

그리고, 상기 수직 지지체(51)는 상부에서 하부로 내려 갈수록 폭이 좁게 형성되며 내측에 중공부(513)가 구비된다. 따라서 상기 수직 지지체(51)의 무게를 줄여 설치 시 운반하는데 소요되는 힘을 줄일 수 있다.In addition, the vertical support 51 is formed in a narrower width from the top to the bottom and the hollow portion 513 is provided on the inside. Therefore, by reducing the weight of the vertical support 51 can be reduced the force required to transport during installation.

이러한 상기 수직 지지체(51)는 상부가 상기 함몰 공간부(24)에 삽입되며, 상기 양 수직판(23)의 단부에 밀착되도록 양측 상부에 수평 돌출부(516)가 더 구비되어 있다. 따라서 상기 수직 지지체(51)가 상기 형강 받침대(2)에 밀착 구비됨으로써 수직 지지체(51)의 흔들림이나 이탈을 방지하게 된다.The vertical support 51 is inserted into the recessed space 24, the upper portion is further provided with horizontal protrusions 516 on both upper sides so as to be in close contact with the ends of the two vertical plates (23). Therefore, the vertical support 51 is provided in close contact with the shaped steel pedestal 2 to prevent shaking or detachment of the vertical support 51.

또한, 상기 수직 지지체(51)의 하부 양측에는 보강 수평대(514)가 더 구비되며, 상기 보강 수평대(514)의 양측에는 상부로 돌출되는 수직 돌출부(515)가 구비된다. 아울러 상기 보강 수평대(514)의 폭은 상기 수직 지지체(51)의 수평 돌출부(516)의 폭과 동일하게 형성되어 장소이동의 필요에 따라 운반을 할 경우에 다수개로 적층이 가능하다.Further, reinforcing horizontal bars 514 are further provided on both lower sides of the vertical support 51, and vertical projections 515 protruding upward are provided at both sides of the reinforcing horizontal bars 514. In addition, the width of the reinforcing horizontal bar 514 is formed to be the same as the width of the horizontal protrusion 516 of the vertical support 51 can be stacked in a plurality of when transporting in accordance with the need of moving the place.

특히, 상기 수직 지지체(51)의 수평 관통홀(511)에 관통되는 횡형봉(52)을 고정하는 체결수단은, 상기 횡형봉(52)의 양단에 형성되어 있는 나선부(521)와 상기 나선부(521)에 체결되는 너트(522)로 구성된다.In particular, the fastening means for fixing the horizontal bar 52 penetrating the horizontal through hole 511 of the vertical support 51, the spiral portion 521 and the spiral formed on both ends of the horizontal bar (52) The nut 522 is fastened to the portion 521.

한편, 상기 동바리(3)는 당업자에 의해 이미 알려진 기술로서, 본 발명에서 는 이에 대한 구체적인 설명은 생략하기로 한다.On the other hand, the group 3 is a technique already known by those skilled in the art, the detailed description thereof will be omitted in the present invention.

이하, 상기와 같이 구성된 본 발명의 슬라브용 거푸집 지지장치의 조립과정을 설명하면 다음과 같다.Hereinafter, the assembly process of the slab formwork support device of the present invention configured as described above are as follows.

먼저, 형강 받침대(2)의 홀(211)에 상응되도록 수직 지지체(51)를 위치시킨다.First, the vertical support 51 is positioned to correspond to the hole 211 of the shaped steel pedestal 2.

그리고 상기 수직 지지체(51)의 중공부(513)를 통해 볼트(41)를 삽입하여 상기 형강 받침대(2)의 홀(211)과 상기 수직 지지체(51)의 홀(512)을 관통시킨 후 너트(42)를 체결하여 고정시킨다.After the bolt 41 is inserted through the hollow part 513 of the vertical support 51, the nut 2 penetrates the hole 211 and the hole 512 of the vertical support 51. Fasten by tightening (42).

다음 상기 형강 받침대(2)의 하부에 일정 간격을 두고 다수개로 구비된 수직 지지체(51)의 수평 관통홀(511)에 횡형봉(52)을 통과시킨다.Next, the horizontal bar 52 is passed through the horizontal through-hole 511 of the plurality of vertical supports 51 provided at a predetermined interval in the lower portion of the steel pedestal (2).

그리고 나서 상기 횡형봉(52)의 양단에 형성된 나선부(521)에 너트(522)를 체결하여 좌,우로 유동되지 않게 한다.Then, the nut 522 is fastened to the spiral parts 521 formed at both ends of the horizontal bar 52 so as not to flow left and right.

따라서 보강 지지수단(5)이 조립된 상기 형강 받침대(2)를 상기 거푸집(1) 하부에 구비된 보조 받침대(11)의 하부에 위치시킨 후, 거푸집(1)의 측벽에 고정을 한다.Therefore, after the reinforcing support means (5) is assembled to the lower portion of the auxiliary pedestal (11) provided in the lower portion of the formwork (1), it is fixed to the side wall of the formwork (1).

마지막으로 상기 형강 받침대(2)의 하부에 동바리(3)를 수직으로 세워 거푸집(1)을 지지하게 된다.Finally, the copper bar 3 is placed vertically on the lower portion of the shaped steel pedestal 2 to support the formwork 1.

상술한 바와 같이 본 발명에 따른 슬라브용 거푸집 지지장치는, 조립공정이 단순하며 설치 시 운반이 용이하여 작업능률을 향상시킬 수 있는 효과를 가지는 것 이다.As described above, the slab formwork supporting apparatus according to the present invention has an effect of improving the work efficiency due to the simple assembly process and easy transportation during installation.

또한, 형강 받침대의 하부에 지지장치를 설치함으로써 동바리 설치 간격을 일정하게 유지하여 동바리 투입 수량을 최소화할 수 있는 효과를 가지는 것이다. In addition, by installing the support device in the lower portion of the steel beam support has a constant effect of minimizing the amount of copper input by maintaining a constant distance between the installation.

본 발명은 첨부된 도면을 참조하여 바람직한 실시예를 중심으로 기술되었지만 당업자라면 이러한 기재로부터 본 발명의 범주를 벗어남이 없이 많은 다양한 자명한 변형이 가능하다는 것은 명백하다. 따라서 본 발명의 범주는 이러한 많은 변형의 예들을 포함하도록 기술된 청구범위에 의해서 해석되어져야 한다.While the present invention has been described with reference to the accompanying drawings, it will be apparent to those skilled in the art that many various obvious modifications are possible without departing from the scope of the invention from this description. Therefore, the scope of the invention should be construed by the claims described to include examples of many such variations.

Claims (4)

거푸집(1)의 하부에 밀착되는 형강 받침대(2)와, 상기 형강 받침대(2)의 하부에 구비되어 거푸집(1)을 지지하게 되는 다수의 동바리(3)를 포함하는 슬라브용 거푸집 지지장치에 있어서;On the slab formwork support device comprising a formwork bracket (2) in close contact with the lower part of the formwork (1) and a plurality of copper bars (3) provided at the lower portion of the formwork support (2) to support the formwork (1). In; 상기 형강 받침대(2)의 하부에 일정 간격을 두고 고정수단(4)을 통해 고정되며 하부에 수평 관통홀(511)이 구비되는 수직 지지체(51)와, 상기 수평 관통홀(511)에 관통되며 양측에 구비된 체결수단을 통해 좌,우로 유동되지 않게 고정되는 횡형봉(52)으로 구성된 보강 지지수단(5)을 포함하여 구성되며,It is fixed through the fixing means (4) at a lower distance to the lower portion of the steel beam support (2) and the vertical support 51 is provided with a horizontal through hole 511 at the bottom, and penetrates through the horizontal through hole (511) It is configured to include a reinforcing support means (5) consisting of a horizontal rod (52) is fixed so as not to flow left and right through the fastening means provided on both sides, 상기 수직지지체(51)는 형강받침대(2)의 단부와 밀착되는 수평 돌출부(516)가 상부 양측에 돌출형성되고, 상부에서 하부로 내려 갈수록 폭이 좁게 구성되어 내측에는 중공부(513)가 형성되며, 하부 양측으로는 보강 수평대(514)가 더 구비되되, 상기 보강 수평대(514)의 폭은 상기 수직 지지체(51)의 수평돌출부(516)의 폭과 동일하게 형성됨을 특징으로 하는 슬라브용 거푸집 지지장치.The vertical support 51 has a horizontal protrusion 516 that is in close contact with the end of the shaped steel support (2) is formed on both sides of the upper portion, the width is narrower as it goes down from the top to the lower portion to form a hollow portion (513) inside The lower both sides are further provided with a reinforcing horizontal bar 514, the width of the reinforcing horizontal bar 514 is characterized in that the slab is formed to be the same as the width of the horizontal protrusion 516 of the vertical support (51) Formwork support for 삭제delete 삭제delete 삭제delete
KR1020060039005A 2006-04-28 2006-04-28 Support apparatus for slab form KR100763003B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020060039005A KR100763003B1 (en) 2006-04-28 2006-04-28 Support apparatus for slab form

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020060039005A KR100763003B1 (en) 2006-04-28 2006-04-28 Support apparatus for slab form

Related Child Applications (1)

Application Number Title Priority Date Filing Date
KR2020060011587U Division KR200421003Y1 (en) 2006-04-28 2006-04-28 Support apparatus for slab form

Publications (1)

Publication Number Publication Date
KR100763003B1 true KR100763003B1 (en) 2007-10-02

Family

ID=39419009

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020060039005A KR100763003B1 (en) 2006-04-28 2006-04-28 Support apparatus for slab form

Country Status (1)

Country Link
KR (1) KR100763003B1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20200044463A (en) 2018-10-19 2020-04-29 도원태 Slab mold support device

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0345902A2 (en) 1988-06-08 1989-12-13 Beleggingsmaatschappij Bouwmaterieel Europa B.V. Support system for the form plates or panels of a concrete flooring which has to be cast
JPH02122839U (en) * 1989-03-11 1990-10-09
EP1234929A1 (en) 2001-02-22 2002-08-28 Alphi Modular support structure of a shuttering for a slab or similar

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0345902A2 (en) 1988-06-08 1989-12-13 Beleggingsmaatschappij Bouwmaterieel Europa B.V. Support system for the form plates or panels of a concrete flooring which has to be cast
JPH02122839U (en) * 1989-03-11 1990-10-09
EP1234929A1 (en) 2001-02-22 2002-08-28 Alphi Modular support structure of a shuttering for a slab or similar

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20200044463A (en) 2018-10-19 2020-04-29 도원태 Slab mold support device

Similar Documents

Publication Publication Date Title
US20110131908A1 (en) Structure constructed using precast members and method of constructing the same
KR20180045140A (en) The structure of non-binding dismantling formwork beams and deck plates without the need to secure jobs
KR20130073866A (en) Building unit for concrete structure and method of executing construction using said building unit
KR100511595B1 (en) Steel fixing frame of sheeting frame of pier for building
KR100891347B1 (en) Supporting structure of slab form
KR100763003B1 (en) Support apparatus for slab form
KR100814442B1 (en) Concrete mold for flat plate slab/flat slab and construction method using the same
JP2007138671A (en) Work platform supporter and method for installing work platform
KR100946192B1 (en) Apparatus for removing and coupling forms
KR100747665B1 (en) Concrete mold for slab and construction method of slab using the same
KR200421003Y1 (en) Support apparatus for slab form
JP2017066804A (en) Mold support member, mold holding tool, and mold unit and installation method thereof
KR200430300Y1 (en) Supporter suitable to matrix for slab using structure
KR100402030B1 (en) Concrete form for src slim floor
KR100685440B1 (en) Support for concrete form
KR200458490Y1 (en) Mold frame for constructing concrete gutter
KR20100004374U (en) Walls supporter of a truss type
KR200292762Y1 (en) The fixers of a central supporting bar to construct Al-forms for a wall
KR200189909Y1 (en) Panel for steel concrete
KR200241654Y1 (en) Fastening device for concrete forms
KR100788740B1 (en) Coupling structure of dek for multistage slab execution using hanger
KR102409032B1 (en) Ribbed form system without other underflooring
KR200307607Y1 (en) Temporang construction sfuctare for culvating slad
KR200189924Y1 (en) Support fixed structure for a building
TH2103003384C3 (en) Steel beams for casting concrete or mixed concrete

Legal Events

Date Code Title Description
A201 Request for examination
E902 Notification of reason for refusal
E701 Decision to grant or registration of patent right
GRNT Written decision to grant
G170 Publication of correction
FPAY Annual fee payment

Payment date: 20110920

Year of fee payment: 5

LAPS Lapse due to unpaid annual fee