KR20020016727A - Deck panel for construction - Google Patents
Deck panel for construction Download PDFInfo
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- KR20020016727A KR20020016727A KR1020000049924A KR20000049924A KR20020016727A KR 20020016727 A KR20020016727 A KR 20020016727A KR 1020000049924 A KR1020000049924 A KR 1020000049924A KR 20000049924 A KR20000049924 A KR 20000049924A KR 20020016727 A KR20020016727 A KR 20020016727A
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- Prior art keywords
- deck
- deck panel
- lattice material
- concrete
- reinforcing bar
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Classifications
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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
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/168—Spacers connecting parts for reinforcements and spacing the reinforcements from the form
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
Description
본 발명은 건축용 데크패널에 관한 것으로서, 보다 상세하게는 건축물의 철근 콘크리트 슬래브(slab)를 축조함에 있어, 보와 보사이에 가설한 후 상부로 콘크리트를 타설하여 슬래브를 축조하게 되므로 구조물의 축조작업과 마감작업이 동시에 신속·견고하게 이루어지도록 함은 물론, 자재 및 비용을 최소화 할 수 있도록 한 건축용 데크패널에 관한 것이다.The present invention relates to a deck panel for building, and more particularly, in the construction of reinforced concrete slab (building slab) of the building, after the construction between the beam and the beam between the concrete is placed in the upper part to build the slab construction and It relates to a building deck panel that allows the finishing work to be done quickly and robustly as well as to minimize materials and costs.
일반적으로, 철근 콘크리트 구조물은 압축재인 콘크리트와 인장재인 철근을 함께 사용하는 복합구조로서 이는 콘크리트의 외면을 형성하도록 거푸집을 가설하고 이에 철근을 배근한 뒤 콘크리트를 주입하여 양생이 완료되면 거푸집을 제거하는 과정에 의해 이루어 지고 있다.In general, reinforced concrete structure is a composite structure using both concrete as a compression material and reinforcing steel as a tensile material. It is a hypothesis that forms a form to form the outer surface of concrete, reinforces it, and injects concrete to remove the form when curing is completed. Is being done by the process.
그러나, 이러한 철근 콘크리트 구조물은 합판 및 각재등으로 거푸집을 가설하고 이에 철근 등의 배근작업을 수행하는 축조공사와 콘크리트의 양생후, 상기 거푸집을 해체하는 해체공사가 요구되므로 비교적 많은 공기가 소요되고, 특히 콘크리트 표면과 거푸집의 부착이 용이하여 거푸집의 해체작업시 이를 분리하는데 많은 어려움이 있으며 또한, 구조물의 표면 불량이 발생할 경우에는 별도의 표면마감공사가 요구되거나 거푸집 해체작업시 거푸집 손상으로 인해 재사용이 불가능하게 되어 자재 낭비는 물론, 폐자재에 의한 산업쓰레기 발생을 초래하게 되는 등의 많은 폐단을 갖게 되었다.However, such reinforced concrete structures require a relatively large amount of air since construction work for laying down formwork with plywood and lumber, and performing reinforcement work such as reinforcing bars and curing of concrete, after dismantling the formwork is required. In particular, the concrete surface and the formwork are easy to attach, so it is difficult to separate them during the dismantling of the formwork.In addition, when the surface defect of the structure occurs, a separate surface finishing work is required or reused due to the formwork damage during the form dismantling work. It becomes impossible to have a lot of wastes such as waste of materials and industrial waste generated by waste materials.
한편, 상기와 같은 철근 콘크리트 구조물에서 발생되는 폐단을 해소하기 위한 것으로서, 현재 알려진 방법으로는 거푸집을 사용하지 않는 방법 즉, 콘크리트의 외면형성을 위해 사용된 구조물을 그대로 철근 콘크리트 구조물의 일부로 사용하는 방법으로 데크플레이트를 이용한 방법이 있다.On the other hand, as a way to solve the closed end generated in the reinforced concrete structure as described above, a method that does not use the formwork as a currently known method, that is, using the structure used for forming the exterior of the concrete as part of the reinforced concrete structure There is a method using a deck plate.
이러한 방법은 데크플레이트를 보사이에 걸치는 것만으로 그 설치작업을 수행하게 되므로 거푸집의 가설 및 해체작업이 필요없고 하부의 굴곡에 전기·공고설비 등의 배선 및 배관의 설치가 용이하며 표면 불량에 따른 별도의 마감공사가 필요없고 또한 작업자의 안전한 작업공간을 확보할 수 있어 안전한 작업을 도모함과 동시에 전체적인 작업공기를 단축할 수 있다는 장점을 갖고 있으나, 이는 단순히 거푸집의 설치 및 해체가 요구되지 않을 뿐 데크플레이트의 표면과 콘크리트간에 강한 정착을 위해서는 별도의 배근이 요구되므로 부가적인 공수의 투입이 불가결할 뿐만 아니라 배근과정이 거푸집공정에서와 다를바 없이 많은 공수 및 공기를 소요하게 되는 문제점이 발생하였다.This method does not require the installation and dismantling of the formwork because the installation work is carried out simply by straddling the deck plate, and it is easy to install wiring and piping such as electrical and electrical equipment in the lower bend, and according to the surface defect There is no need for finishing work, and it is possible to secure a safe working space for the worker, which promotes safe work and shortens the overall working air, but it does not require the installation and dismantling of the formwork. In addition, additional reinforcement is required for strong settlement between the surface of the concrete and the concrete. Therefore, additional air supply is indispensable, and the reinforcement process consumes a lot of air and air without any difference from the formwork process.
상기와 같이, 데크플레이트를 이용한 철근 콘크리트 구조물에서 발생되는 문제점을 해결하기 위해 것으로서 종래의 데크패널은 첨부 도면 도 1 및 도 2에 도시된 바와 같이, 상·하부 철근(11, 12, 12')의 외측으로 경사지도록 연장되는 래티스재(15, 15')가 구비된 데크거어더(10)를 데크플레이트(20)상에 접합한 데크패널(도 1참조)을 이용한 것과, 상·하부 철근(11, 12)사이에 래티스재(15)를 상하로 절곡하여 접합하되, 상부절곡부(15a)는 상부철근(11) 하부에 접합하고 하부절곡부(15b)는 하부철근(12) 상부에 접합한 데크거어더(10)를 데크플레이트(20)상에 접합한 데크패널(도 2참조)이 이용되고 있다.As described above, to solve the problems occurring in the reinforced concrete structure using the deck plate is a conventional deck panel as shown in the accompanying drawings, Figures 1 and 2, upper and lower reinforcement (11, 12, 12 ') The deck panel 10 having the deck girder 10 provided with the lattice materials 15 and 15 'extending to be inclined outwardly of the deck plate 20 is used, and the upper and lower reinforcing bars (see FIG. 1). The lattice material 15 is bent up and down between 11 and 12, and the upper bent portion 15a is bonded to the lower portion of the upper reinforcement 11, and the lower bent portion 15b is bonded to the lower portion of the lower reinforcement 12. The deck panel (refer FIG. 2) which joined the deck girder 10 on the deck plate 20 is used.
그러나, 도 1에 따른 데크패널은 데크거어더(10)가 상부철근(11)과 복수의 하부철근(12, 12')을 지지하는 래티스재(15, 15')를 대향되게 형성하는 구조를 이루고 있어 래티그재(15, 15')가 과다하게 소모되어 재료손실이 크고 용접하는 용접공수의 증가로 작업성이 떨어져 효율적이지 못함과 동시에 데크거어더(10)의 래티스재(15, 15') 사이에 형성된 공간으로의 콘크리트 주입이 용이하지 못하며, 도 2에 따른 데크패널에서는 도 1에 따른 데크패널에 비해 래티스재의 재료절감 및 콘크리트 타설작업의 용이성이 제공되나 상·하부 철근(11, 12) 사이에 래티스재(15)를 접합하는 작업 및 데크거어더(10)를 데크플레이트(20)상에 접합하는 작업이 협소한 접합면적으로 인해 작업성이 저하되며 또한, 견고성이 떨어지고 상기 데크거어더(10)는 이를 지지하는 보조 래티스재(5)에 의해 접합설치해야 되므로 보조 래티스재(5)에 의한 재료손실과 용접작업성 및 견고성이 저하되는 문제점을 갖게 되었다.However, the deck panel according to FIG. 1 has a structure in which the deck girder 10 forms the lattice materials 15 and 15 'that support the upper reinforcing bars 11 and the plurality of lower reinforcing bars 12 and 12'. As the lattice material 15, 15 'is excessively consumed, the material loss is large, and the workability is inferior due to the increase in the number of welding welds, and the lattice material 15, 15' of the deck girder 10 is not efficient. It is not easy to inject concrete into the space formed between the two, and the deck panel according to Figure 2, compared to the deck panel according to Figure 1 provides the ease of material saving and concrete pouring work of the lattice material, but the upper and lower reinforcement (11, 12 The work of joining the lattice material 15 between the) and the work of joining the deck girder 10 on the deck plate 20 is reduced in workability due to the narrow joining area, and also inferior in firmness and The upper 10 is an auxiliary lattice material 5 supporting it. Since it is necessary to join the installation by)) the loss of material due to the auxiliary lattice material (5) and the workability and robustness has been a problem.
본 발명은 상기와 같은 종래의 문제점을 해결하기 위한 것으로서, 그 목적은 데크플레이트에 접합되고 상·하부 철근이 거치·결합되는 래티스재를 단일체로 구성되도록하여 용접에 따른 작업성 및 견고성을 향상시킴과 동시에 데크거어더에 소모되는 자재 및 비용을 절감할 수 있도록 된 새로운 형태의 건축용 데크패널을 제공하고자 하는 것이다.The present invention is to solve the conventional problems as described above, the object is to improve the workability and robustness according to the welding to be composed of a lattice material bonded to the deck plate and the upper and lower reinforcement is mounted and combined as a single body At the same time, it aims to provide a new type of building deck panel that can reduce the material and cost of deck girder.
이와 같은 목적을 달성하기 위하여, 본 발명은 철근 콘크리트 슬래브를 축조하기 위해 상·하부 철근 및 래티스재로 이루어진 데크거어더와 연결편이 양측단에 형성되고 소정의 곡률반경을 갖는 비드부가 일정 거리 이격되도록 형성된 데크플레이트로 이루어진 데크패널에 있어서, 상기 데크거어더의 래티스재는 상부 철근이 상부 내측단에 거치·결합되고 하부 철근이 하부에 거치·결합되는 거치부와 거치부의 양쪽 하단부로부터 양측방으로 연장·절곡된 받침부로 이루어진 단일체로 구성된 특징을 갖는다.In order to achieve the above object, the present invention is to form a deck girder and connecting pieces made of both upper and lower reinforcement and lattice material at both ends to build a reinforced concrete slab so that the bead portion having a predetermined radius of curvature is spaced a certain distance apart. In the deck panel consisting of the formed deck plate, the lattice material of the deck girder extends in both sides from both the lower end of the mounting portion and the mounting portion where the upper reinforcement is mounted and coupled to the upper inner end and the lower reinforcement is mounted and coupled to the lower part. It is characterized by a monolith consisting of bent supports.
도 1 및 도 2는 종래의 데크패널을 나타내는 사시도,1 and 2 are a perspective view showing a conventional deck panel,
도 3은 본 발명에 따른 데크패널을 나타내는 분해 사시도,3 is an exploded perspective view showing a deck panel according to the present invention,
도 4는 본 발명에 따른 데크패널을 나타내는 사시도,4 is a perspective view of a deck panel according to the present invention;
도 5는 본 발명에 따른 데크패널을 나타내는 측면도이다.5 is a side view showing a deck panel according to the present invention.
<도면의 주요 부분에 대한 부호의 설명><Explanation of symbols for the main parts of the drawings>
30 : 데크패널 31 : 상부 철근30 deck panel 31: upper reinforcing bar
32 : 하부 철근 33 : 보조 래티스재32: lower reinforcing bar 33: auxiliary lattice material
40 : 래티스재 41 : 거치부40: lattice material 41: mounting portion
42 : 받침부 50 : 데크거어더42: support 50: deck girder
51, 52 : 연결편, 53 : 비드부51, 52: connecting piece, 53: bead part
60 : 데크플레이트60: deck plate
이하, 본 발명을 첨부된 도면에 의해 보다 상세하게 설명하면 다음과 같다.Hereinafter, the present invention will be described in more detail with reference to the accompanying drawings.
도 3은 본 발명에 따른 데크패널을 나타내는 분해 사시도로서, 데크패널(30)은 상·하부 철근(31, 32)과 거치부(41)의 양쪽 하단부로부터 양측방으로 연장·절곡된 받침부(42)로 이루어지되, 각각의 단일체로 이루어진 래티스재(40)로 구성된 데크거어더(50)를 양측단에 연결편(51, 52)이 형성되고 소정의 곡률반경을 갖는 비드부(53)가 일정 거리 이격되도록 형성된 데크플레이트(60)상에 등간격으로 나열·접합되는 것을 나타내는 것이다.3 is an exploded perspective view showing a deck panel according to the present invention, the deck panel 30 is a support portion extended and bent in both directions from both lower ends of the upper and lower reinforcement (31, 32) and the mounting portion 41 ( 42), the deck girder (50) consisting of a lattice material (40) consisting of each unit, connecting pieces (51, 52) are formed at both ends, and the bead portion (53) having a predetermined radius of curvature is constant. It shows that they are lined up and joined at equal intervals on the deck plate 60 formed so that spaced apart.
이때, 상부 철근(31)과 하부 철근(32) 사이에는 파형으로 절곡된 보조 레티스재(33)가 그 길이를 따라 결합된다.At this time, between the upper reinforcing bar 31 and the lower reinforcing bar 32, the auxiliary reticle material 33 bent in a wave shape is coupled along its length.
도 4는 본 발명에 따른 데크패널을 나타내는 사시도로서, 래티스재(40)의 거치부(41) 상부 내측단에 보조 레티스재(33)가 결합되는 상부 철근(31)이 거치·결합되고 그 하방으로 일정거리 이격된 위치에는 하부 철근(32)이 거치·결합되며 거치부(41)의 양쪽 하단부로부터 양측방으로 연장·절곡된 받침부(42)가 데크플레이트(60)상에 얹혀져 용접으로 접합되되, 데크플레이트(60)상에 형성된 비드부(53)에 접합된 것을 나타내는 것이다.4 is a perspective view showing the deck panel according to the present invention, the upper reinforcing bar 31 is coupled to the upper reinforcing material 31 is coupled to the upper inner end of the mounting portion 41 of the lattice material 40 is mounted and coupled below The lower reinforcing bar 32 is mounted and coupled at a predetermined distance apart, and the supporting parts 42 extended and bent in both directions from both lower ends of the mounting part 41 are mounted on the deck plate 60 and joined by welding. However, it is shown to be bonded to the bead portion 53 formed on the deck plate (60).
도 5는 본 발명에 따른 데크패널을 나타내는 측면도로서, 테크플레이트(60)상에 래티스재(40)가 일정 간격을 이루며 나열·접합되되, 데크플레이트(60)에 형성된 비드부(53)에 래티스재(40)의 받침부(42)가 얹혀져 접합되고 상·하부철근(31, 32) 사이에는 보조 래티스재(33)의 상·하단부가 접합되며 보조 래티스재(33)가 접한된 상·하부 철근(31, 32)은 래티스재(40)의 거치부(41) 상·하부에 거치·결합되어 데크패널(30)이 형성된 것을 나타내는 것이다.5 is a side view showing a deck panel according to the present invention, the lattice material 40 is arranged and bonded at a predetermined interval on the tech plate 60, the lattice in the bead portion 53 formed on the deck plate 60 The upper and lower ends of the auxiliary lattice material 33 are joined and the upper and lower ends of the auxiliary lattice material 33 are joined between the upper and lower reinforcing bars 31 and 32, and the supporting part 42 of the ash 40 is placed thereon. The reinforcing bars 31 and 32 indicate that the deck panel 30 is formed by being mounted and coupled to the upper and lower portions of the mounting portion 41 of the lattice material 40.
이와 같은 본 발명의 사용상태를 설명하면 다음과 같다.Referring to the use state of the present invention as follows.
도 3 내지 도 5에 도시된 바와 같이, 거치부(41)의 양쪽 하단부로부터 양측방으로 연장·절곡된 받침부(42)로 이루어지되, 각각의 단일체로 이루어진 래티스재(40)로 구성된 데크거어더(50)를 양측단에 연결편(51, 52)이 형성되고 소정의 곡률반경을 갖는 비드부(53)가 일정 거리 이격되도록 형성된 데크플레이트(60)상에 등간격으로 나열·접합된 데크패널(30)을 이용하여 철근 콘크리트 슬래브를 축조하려면, 먼저, 데크거어더(50)가 접합된 데크플레이트(60)를 건축 구조물인 보와 보(도면에 도시되지 않음) 사이에 거치시켜 데크패널(30)을 설치한다.As shown in FIGS. 3 to 5, the decker is composed of a lattice material 40 made of a single body, each consisting of a support portion 42 extending and bent in both directions from both lower ends of the mounting portion 41. Deck panels are arranged and joined at equal intervals on the deck plate 60 in which the connecting pieces 51 and 52 are formed at both ends and the bead part 53 having a predetermined radius of curvature is spaced at a predetermined distance. To build a reinforced concrete slab using the 30, first, the deck plate 60 to which the deck girder 50 is bonded is mounted between the beam and the beam (not shown) the building structure deck panel ( 30) install.
이때, 보와 보사이의 간격 즉, 축조하고자 하는 슬래브의 넓이에 따라 이에 적절한 크기의 데크패널(30)이 요구되는 바, 이는 데크플레이트(60)의 양측단에 형성된 연결편(51, 52)에 의해 상호간에 결합이 가능하므로 축조하고자 하는 슬래브의 넓이에 따라 자유롭게 크기를 조절할 수 있는 것이다.At this time, according to the interval between the beam and the beam, that is, the width of the slab to be constructed, the deck panel 30 of appropriate size is required, which is formed by the connecting pieces 51 and 52 formed at both ends of the deck plate 60. Since they can be combined with each other, the size can be freely adjusted according to the width of the slab to be constructed.
위에서와 같이, 다수열의 데크거어더(50)가 나열·접합된 다수개의 데크플레이트(60)가 보사이에 설치된 상태에서, 상부에 망철근(도면에 도시되지 않음)을 설치한 후, 데크플레이트(60)상에 일정량의 콘크리트를 타설하여 양생시키게 되면, 슬래브가 축조되는 것으로서, 래티스재(40)는 각각 단일체로 구성되어 있으므로 콘크리트 타설시 전체적으로 고르게 콘크리트가 주입되며 접합면적 확보에 따른 용접성 및 작업성이 우수하여 견고한 접합이 이루어지게 된다.As described above, after installing the reinforcing bar (not shown in the drawing) on the upper part in a state where the plurality of deck plates 60 with the plurality of rows of deck girders 50 are arranged and joined between the beams, the deck plate ( When a certain amount of concrete is cast on the 60) to be cured, the slab is constructed, and since the lattice material 40 is composed of a single body, the concrete is injected evenly throughout the concrete pouring process. This is excellent and a firm bond is achieved.
이와 같이, 철근 콘크리트 슬래브를 축조함에 있어 본 발명에 따른 데크패널을 이용함에 따라, 래티스재를 단일체로 구성하므로서 자재를 절감할 수 있어 경제적이며 래티스재의 용접성 및 견고성을 향상시켜 전체적인 슬래브의 내구성을 높일 수 있어 건축 구조물의 신뢰도를 극대화 할 수 있는 효과가 있다.As such, by using the deck panel according to the present invention when constructing the reinforced concrete slab, the material can be reduced by constructing the lattice material as a single body, which is economical and improves the weldability and firmness of the lattice material, thereby increasing the durability of the overall slab. It can be effective to maximize the reliability of the building structure.
Claims (1)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1020000049924A KR20020016727A (en) | 2000-08-26 | 2000-08-26 | Deck panel for construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1020000049924A KR20020016727A (en) | 2000-08-26 | 2000-08-26 | Deck panel for construction |
Related Child Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR2020000024241U Division KR200210971Y1 (en) | 2000-08-26 | 2000-08-26 | Deck panel for construction |
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| Publication Number | Publication Date |
|---|---|
| KR20020016727A true KR20020016727A (en) | 2002-03-06 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR1020000049924A KR20020016727A (en) | 2000-08-26 | 2000-08-26 | Deck panel for construction |
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| Country | Link |
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| KR (1) | KR20020016727A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2010018971A2 (en) * | 2008-08-13 | 2010-02-18 | Jung Moon Hyoung | Clay roof frame, clay roof using the same, and method for constructing a clay wall, clay floor, clay brick, or clay panel |
| KR200472768Y1 (en) * | 2012-04-16 | 2014-05-20 | 주식회사 충전공영개발 | Deck plate formed iron structure one body |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04140346A (en) * | 1990-09-28 | 1992-05-14 | Rotsuto Eng Kk | Material for floor structure |
| JPH09302829A (en) * | 1996-05-17 | 1997-11-25 | Numata Kinzoku Kogyo Kk | Floor structural material |
| JPH108620A (en) * | 1996-06-24 | 1998-01-13 | Numata Kinzoku Kogyo Kk | Floor structural material |
-
2000
- 2000-08-26 KR KR1020000049924A patent/KR20020016727A/en not_active Application Discontinuation
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04140346A (en) * | 1990-09-28 | 1992-05-14 | Rotsuto Eng Kk | Material for floor structure |
| JPH09302829A (en) * | 1996-05-17 | 1997-11-25 | Numata Kinzoku Kogyo Kk | Floor structural material |
| JPH108620A (en) * | 1996-06-24 | 1998-01-13 | Numata Kinzoku Kogyo Kk | Floor structural material |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2010018971A2 (en) * | 2008-08-13 | 2010-02-18 | Jung Moon Hyoung | Clay roof frame, clay roof using the same, and method for constructing a clay wall, clay floor, clay brick, or clay panel |
| WO2010018971A3 (en) * | 2008-08-13 | 2010-06-17 | Jung Moon Hyoung | Clay roof frame, clay roof using the same, and method for constructing a clay wall, clay floor, clay brick, or clay panel |
| KR200472768Y1 (en) * | 2012-04-16 | 2014-05-20 | 주식회사 충전공영개발 | Deck plate formed iron structure one body |
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