KR20110047452A - Arch-Shaped Deck Plate For Construction - Google Patents

Arch-Shaped Deck Plate For Construction Download PDF

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KR20110047452A
KR20110047452A KR1020090104083A KR20090104083A KR20110047452A KR 20110047452 A KR20110047452 A KR 20110047452A KR 1020090104083 A KR1020090104083 A KR 1020090104083A KR 20090104083 A KR20090104083 A KR 20090104083A KR 20110047452 A KR20110047452 A KR 20110047452A
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South Korea
Prior art keywords
plate
deck plate
construction
arch
deck
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KR1020090104083A
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Korean (ko)
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김정식
노송근
최진규
김재균
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(주)한미글로벌건축사사무소
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Priority to KR1020090104083A priority Critical patent/KR20110047452A/en
Publication of KR20110047452A publication Critical patent/KR20110047452A/en

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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
    • E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
    • E04B5/40—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element with metal form-slabs
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/43—Floor structures of extraordinary design; Features relating to the elastic stability; Floor structures specially designed for resting on columns only, e.g. mushroom floors
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2484—Details of floor panels or slabs

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

PURPOSE: An arc type deck plate for construction is provided to minimize the increase of dead load by reducing the sagging of an upper plate due to slab concrete. CONSTITUTION: An arc type deck plate for construction comprises an upper plate(110), inclined plates(120), side plates(130), and plate joints(140). The inclined plates are formed by bending down both sides of the upper plate at an obtuse angle. The side plates are formed by bending down the lower part of the inclined plates at an obtuse angle. The plate joints are formed by bending the lower part of the side plates for coupling with an adjacent deck plate.

Description

건축용 아치형 데크플레이트{Arch-Shaped Deck Plate For Construction}Arch-Shaped Deck Plate For Construction

본 발명은 건축용 데크플레이트에 관한 것으로, 상기 데크플레이트의 단면을 아치형(arch)으로 제작하여 수직하중에 대한 저항력을 증대시키므로 슬래브 콘크리트로 인한 처짐 및 붕괴가 발생하지 않는 안전한 건축용 아치형 데크플레이트에 관한 것이다.The present invention relates to a deck plate for construction, and to an arched deck plate to increase the resistance to the vertical load by making the cross section of the deck plate (arch) to a safe building arch deck plate does not occur sag and collapse due to the slab concrete .

일반적으로 데크플레이트란 건축물의 슬래브를 형성함에 있어 거푸집 대용으로 사용되어 콘크리트 타설 후에도 해체되지 않고 구조물을 형성할 수 있도록 아연도 강판과 같은 금속제 플레이트를 가공하여 제조된 슬래브용 자재를 말한다. In general, the deck plate is used as a substitute for formwork in forming a slab of a building, and refers to a material for slab manufactured by processing a metal plate such as galvanized steel sheet to form a structure without being dismantled after concrete pouring.

상기와 같은 데크플레이트를 사용하여 슬래브 구조체를 축조하게 되면 슬래브 콘크리트 공사용 거푸집이 필요 없으므로 가설 공사에 소요되는 시간 및 비용을 절감할 수 있을 뿐 아니라, 단위 제품을 연속적으로 거치 고정하는 것만으로 시공이 이루어지므로 공사를 신속 용이하게 할 수 있으며, 아울러 공장 생산된 제품을 사용함으로써 일정 이상의 품질을 확보할 수 있는 등의 장점을 가지고 있는 바, 최근 들어 이와 같이 데크플레이트를 사용하여 슬래브 구조체를 시공하는 경우가 증가하고 있는 추세이다. 특히, 철골조 및 철근콘크리트조 등의 건물에서 많이 사용되고 있다.When the slab structure is constructed using the deck plate as described above, since the formwork for slab concrete construction is not required, not only can reduce the time and cost required for construction work, but also the construction is achieved by simply mounting the unit product continuously. As it is possible to construct construction quickly and easily, it also has the advantage of securing a certain level of quality by using a factory-produced product. Recently, a slab structure is constructed using deck plates. The trend is increasing. In particular, it is widely used in buildings such as steel frame and reinforced concrete.

도 1은 종래의 데크플레이트(10)를 나타내는 사진이고, 도 6은 종래의 데크플레이트(10)의 마루에 처짐이 발생한 사진이며, 도 7은 종래의 데크플레이트(10)의 끝단에 구겨짐이 발생한 사진이다.1 is a photograph showing a conventional deck plate 10, Figure 6 is a photograph of the deflection occurred on the floor of the conventional deck plate 10, Figure 7 is a wrinkle occurs at the end of the conventional deck plate 10 It is a photograph.

도시된 바와 같이, 종래의 데크플레이트(10)는 판재를 절곡하여 마루(12)와 골(14)을 형성하게 되는 데, 이때 단면이 사다리꼴이므로 설치작업 중의 작업하중이나 슬래브 콘크리트의 하중 등에 의해서 도 6 및 도 7에 도시된 것과 같이 시각적으로 식별이 가능할 만큼 마루 및 끝단에 큰 처짐 및 구겨짐이 발생하는 약점이 있다.As shown, the conventional deck plate 10 is bent the plate to form the floor 12 and the valleys 14, the cross-section is trapezoidal shape, so the work load during installation work or the load of slab concrete, etc. 6 and 7, there is a weak point that large sag and wrinkles occur in the floor and the end to be visually discernible.

이렇게 되면, 콘크리트 타설량이 증가하여 고정하중이 증가하고, 슬래브의 형상이 설계와는 매우 달라지며, 시각적으로 처짐이 보여 불안감 내지는 민원발생의 가능성도 높아진다. In this case, the amount of concrete pouring increases, the fixed load increases, the shape of the slab is very different from the design, and visually sags, thereby increasing the possibility of anxiety or civil complaints.

본 발명은 상기한 바와 같은 종래의 제반 문제점을 해소하기 위해서 제시되는 것이다.SUMMARY OF THE INVENTION The present invention has been made in order to solve the above-mentioned problems of the related art.

그 목적은 상기 데크플레이트의 단면을 아치형(arch)으로 제작하여 수직하중에 대한 저항력을 증대시키므로 슬래브 콘크리트로 인한 상부판의 횡방향 처짐이 현저히 감소하여 고정하중의 증가를 최소화하고, 슬래브의 형상을 설계대로 유지하며, 시각적으로도 불안감을 없애주는 건축용 아치형 데크플레이트를 제공함에 있다.The purpose is to make the cross section of the deck plate arch to increase the resistance to the vertical load, so the lateral deflection of the upper plate due to the slab concrete is significantly reduced to minimize the increase in the fixed load, and to minimize the shape of the slab It is to provide an arched deck plate for building that maintains the design and visually eliminates anxiety.

상기한 기술적 과제를 해결하기 위해 본 발명은 건축용 데크플레이트에서, In order to solve the above technical problem, the present invention in a building deck plate,

상기 데크플레이트는 전체적으로 단면이 아치(arch)모양을 이루도록 판재를 눕혀 여러 번 절곡한 형태로써, 상부판(110); 상기 상부판(110)의 양측이 아래를 향해 둔각(鈍角, obtuse angle)으로 절곡되어 일체로써 형성되는 경사판(120); 상기 경사판(120)의 하단부가 아래를 향해 둔각(鈍角, obtuse angle)으로 절곡되어 일체로써 형성되는 측면판(130); 및, 상기 측면판(130)의 하단부에 옆의 데크플레이트와 맞물려 체결될 수 있도록 절곡되어 형성된 플레이트결속부(140);로 구성되는 것을 특징으로 하는 건축용 아치형 데크플레이트(100)를 제공한다.The deck plate has a shape in which the plate is laid down several times so as to form an arch shape as a whole, the upper plate 110; Both sides of the upper plate 110 is bent downward oblique (鈍角, obtuse angle) bent plate 120 is formed integrally; A side plate 130 which is integrally formed by bending a lower end of the inclined plate 120 at an obtuse angle downward; And a plate binding part 140 that is bent to be engaged with a deck plate adjacent to the lower end of the side plate 130 and provides an arched deck plate 100 for construction.

또한, 추가로 콘크리트와의 결속을 강화하는 요철이 상기 상부판(110) 또는 경사판(120) 중 어느 하나 또는 둘 다에 다수 개 형성되는 것을 특징으로 하는 건 축용 아치형 데크플레이트(100)를 제공한다.In addition, further provides an arched deck plate 100 for the building, characterized in that a plurality of irregularities to strengthen the binding with the concrete is formed on any one or both of the top plate 110 or the inclined plate (120). .

본 발명에 따르면 다음과 같은 효과가 기대된다.According to the present invention, the following effects are expected.

단면이 전체적으로 ∩자의 아치형상(arch)을 이루므로 종래의 사다리꼴 단면의 데크플레이트에 비하여,Compared to the deck plate of the trapezoidal cross section of the conventional trapezoidal cross section (arch) as a whole,

첫째, 상부에서 발생하는 작업하중에 강하여 시공 중 처짐이나 변형이 현저히 줄어드는 건축용 아치형 데크플레이트를 제공한다.First, it provides an arched deck plate for construction that is strong in the work load occurring in the upper part and significantly reduces the deflection or deformation during construction.

둘째, 슬래브 콘크리트 타설 후 장기적으로 슬래브 구조체의 처짐이나 변형을 방지하여 슬래브의 형상을 설계시와 같이 유지하는 건축용 아치형 데크플레이트를 제공한다.Second, it provides an arched deck plate for building that maintains the shape of the slab as in the design by preventing the deflection or deformation of the slab structure in the long term after slab concrete pouring.

셋째, 고정하중의 증가를 최소화하여 경제적이고 경량화된 건축용 아치형 데크플레이트를 제공한다.Third, to provide an economical and lightweight building arched deck plate by minimizing the increase in fixed load.

이하, 첨부한 도면 및 바람직한 실시예에 따라 본 발명을 상세히 설명한다.Hereinafter, the present invention will be described in detail with reference to the accompanying drawings and preferred embodiments.

도 2 및 도 3은 본 발명의 건축용 아치형 데크플레이트(100)를 도시한 사시도 및 단면도이다.2 and 3 are a perspective view and a cross-sectional view showing the arched deck plate 100 for construction of the present invention.

도 4 및 도 5는 본 발명의 건축용 아치형 데크플레이트(100) 상호간의 결합 상태를 나타내는 단면도 및 사시도이다.4 and 5 are a cross-sectional view and a perspective view showing a coupling state between the building arched deck plate 100 of the present invention.

건축용 데크플레이트에서 본 발명의 건축용 아치형 데크플레이트(100)는, Building arch deck plate 100 of the present invention in the construction deck plate,

전체적으로 단면이 아치(arch)모양을 이루도록 판재를 눕혀 여러 번 절곡한 형태로써, 상부판(110); 상기 상부판(110)의 양측이 아래를 향해 둔각(鈍角, obtuse angle)으로 절곡되어 일체로써 형성되는 경사판(120); 상기 경사판(120)의 하단부가 아래를 향해 둔각(鈍角, obtuse angle)으로 절곡되어 일체로써 형성되는 측면판(130); 및, 상기 측면판(130)의 하단부에 옆의 데크플레이트와 맞물려 체결될 수 있도록 절곡되어 형성된 플레이트결속부(140);로 구성되는 것을 특징으로 한다. 또한, 추가로 콘크리트와의 결속을 강화하는 요철이 상기 상부판(110) 또는 경사판(120) 중 어느 하나 또는 둘 다에 다수 개 형성되는 것을 특징으로 한다.The plate is laid down several times so as to form an arch shape as a whole, the upper plate 110; Both sides of the upper plate 110 is bent downward oblique (鈍角, obtuse angle) bent plate 120 is formed integrally; A side plate 130 which is integrally formed by bending a lower end of the inclined plate 120 at an obtuse angle downward; And a plate binding part 140 that is bent to be engaged with the deck plate next to the lower end of the side plate 130. In addition, it is characterized in that a plurality of irregularities for further strengthening the binding with the concrete is formed on any one or both of the top plate 110 or the inclined plate 120.

상기 본 발명의 건축용 아치형 데크플레이트(100)는 통상적인 데크플레이트(10)와 같이 아연도 강판과 같은 금속제 플레이트를 절곡하여 제조된다. The arched deck plate 100 of the present invention is manufactured by bending a metal plate such as a galvanized steel sheet as in the conventional deck plate 10.

따라서, 상기 상부판(110), 경사판(120), 측면판(130) 그리고 플레이트결속부(140)는 별도로 제작하여 용접하여 접합할 수도 있지만, 하나의 플레이트를 절곡하여 일체로 제조되는 것이 간편하며 용접과정을 생략할 수 있어 바람직하다.Therefore, the upper plate 110, the inclined plate 120, the side plate 130 and the plate binding unit 140 may be separately manufactured and welded, but it is easy to be integrally manufactured by bending one plate. It is preferable because the welding process can be omitted.

상기 본 발명의 건축용 아치형 데크플레이트(100)의 상부판(110) 또는 경사판(120)에는 슬래브 콘크리트를 타설할 때, 상기 슬래브 콘크리트와의 결속을 강화 하기 위하여 통상적인 데크플레이트(10)에 사용되는 도브테일(dove tail) 또는 쉐어커넥터(shear connector) 등과 같은 요철을 다수 개 형성할 수 있으며, 스터드볼트(stud bolt)를 용접하여 접합할 수도 있다.When the slab concrete is poured into the upper plate 110 or the inclined plate 120 of the building arched deck plate 100 of the present invention, it is used in the conventional deck plate 10 to strengthen the binding with the slab concrete A plurality of irregularities such as a dove tail or a shear connector may be formed, or a stud bolt may be welded to join.

상기 플레이트결속부(140)는 통상적인 데크플레이트(10)간의 상호 연결수단으로 도시된 그림은 실시예일 뿐이고, 다른 관용수단을 적용할 수도 있다.The plate binding unit 140 is shown as an interconnection means between the conventional deck plate 10 is only an embodiment, other conventional means may be applied.

본 발명의 건축용 아치형 데크플레이트(100)와 종래의 데크플레이트(10)의 차이점은 다음과 같다.The difference between the arched deck plate 100 and the conventional deck plate 10 of the present invention is as follows.

본 발명의 건축용 아치형 데크플레이트(100)는 여러 번 절곡되어 단면이 전체적으로 ∩자의 아치형상(arch)을 이루므로 종래의 사다리꼴 단면의 데크플레이트(10)에 비하여, 상부에서 발생하는 작업하중과 고정하중에 대항하는 강성이 높으므로, 시공 중 처짐이나 변형이 현저히 줄어들고, 고정하중의 증가가 최소화된다.Architectural arched deck plate 100 of the present invention is bent several times to form an arch of the cross section as a whole cross (arch) of the trapezoidal cross section of the conventional trapezoidal cross section 10, the work load and the fixed load generated in the upper Since the rigidity against is high, the deflection and deformation during construction are significantly reduced, and the increase in the fixed load is minimized.

본 발명은 상기에서 언급한 바와 같이 바람직한 실시예와 관련하여 설명되었으나, 본 발명의 요지를 벗어남이 없는 범위 내에서 다양한 수정 및 변형이 가능하며, 다양한 분야에서 사용 가능하다. While the present invention has been particularly shown and described with reference to exemplary embodiments thereof, it is to be understood that the invention is not limited to the disclosed embodiments, but, on the contrary, is intended to cover various modifications and equivalent arrangements included within the spirit and scope of the invention.

따라서 본 발명의 청구범위는 이건 발명의 진정한 범위 내에 속하는 수정 및 변형을 포함한다.Therefore, the claims of the present invention include modifications and variations that fall within the true scope of the invention.

도 1은 종래의 데크플레이트(10)를 나타낸 사진이다.1 is a photograph showing a conventional deck plate 10.

도 2는 본 발명의 건축용 아치형 데크플레이트(100)를 도시한 사시도이다.Figure 2 is a perspective view of the arched deck plate 100 for construction of the present invention.

도 3은 본 발명의 건축용 아치형 데크플레이트(100)를 도시한 단면도이다.3 is a cross-sectional view showing the arched deck plate 100 for construction of the present invention.

도 4는 본 발명의 건축용 아치형 데크플레이트(100) 상호간의 결합상태를 나타내는 단면도이다.Figure 4 is a cross-sectional view showing a coupling state between the arched deck plate 100 for construction of the present invention.

도 5는 본 발명의 건축용 아치형 데크플레이트(100) 상호간의 결합상태를 나타내는 사시도이다.5 is a perspective view showing a coupling state between the arched deck plate 100 for construction of the present invention.

도 6은 종래의 데크플레이트(10)의 마루에 처짐이 발생한 사진이다.6 is a photograph in which deflection occurs in the floor of the conventional deck plate 10.

도 7은 종래의 데크플레이트(10)의 끝단에 처짐 및 구겨짐이 발생한 사진이다.7 is a photograph in which sagging and wrinkles occur at the ends of the conventional deck plate 10.

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

10: 종래의 데크플레이트 10: Conventional Deck Plate

12: 마루12: flooring

14: 골14: Goal

100: 본 발명의 건축용 아치형 데크플레이트100: arched deck plate for building construction of the present invention

110: 상부판 110: top plate

120: 경사판120: inclined plate

130: 측면판 130: side panel

140: 플레이트결속부140: plate binding unit

Claims (2)

건축용 데크플레이트에서, In the construction deck plate, 상기 데크플레이트는 전체적으로 단면이 아치(arch)모양을 이루도록 판재를 눕혀 여러 번 절곡한 형태로써,The deck plate has a shape in which the plate is laid down several times so as to form an arch shape as a whole. 상부판(110);Top plate 110; 상기 상부판(110)의 양측이 아래를 향해 둔각(鈍角, obtuse angle)으로 절곡되어 일체로써 형성되는 경사판(120);Both sides of the upper plate 110 is bent downward oblique (鈍角, obtuse angle) bent plate 120 is formed integrally; 상기 경사판(120)의 하단부가 아래를 향해 둔각(鈍角, obtuse angle)으로 절곡되어 일체로써 형성되는 측면판(130); 및, A side plate 130 which is integrally formed by bending a lower end of the inclined plate 120 at an obtuse angle downward; And, 상기 측면판(130)의 하단부에 옆의 데크플레이트와 맞물려 체결될 수 있도록 절곡되어 형성된 플레이트결속부(140);Plate binding unit 140 is bent and formed so as to be engaged with the deck plate next to the lower end of the side plate 130; 로 구성되는 것을 특징으로 하는 건축용 아치형 데크플레이트(100).Arched deck plate for building, characterized in that consisting of (100). 제1항에서,In claim 1, 콘크리트와의 결속을 강화하는 요철이 상기 상부판(110) 또는 경사판(120) 중 어느 하나 또는 둘 다에 다수 개 형성되는 것을 특징으로 하는 건축용 아치형 데크플레이트(100).Arch arch deck plate 100, characterized in that a plurality of irregularities to strengthen the binding with the concrete is formed on any one or both of the top plate 110 or the inclined plate (120).
KR1020090104083A 2009-10-30 2009-10-30 Arch-Shaped Deck Plate For Construction KR20110047452A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101514773B1 (en) * 2013-10-31 2015-04-24 한국토지주택공사 Shear Reinforcing system of Flat Slab by unevenness type reinforcing member
KR20160120702A (en) * 2016-10-05 2016-10-18 정경진 the hollow material and the construction method of light slab structure using the same

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101514773B1 (en) * 2013-10-31 2015-04-24 한국토지주택공사 Shear Reinforcing system of Flat Slab by unevenness type reinforcing member
KR20160120702A (en) * 2016-10-05 2016-10-18 정경진 the hollow material and the construction method of light slab structure using the same

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