KR100652353B1 - A construction method of the bottom slab for concrete architecture - Google Patents

A construction method of the bottom slab for concrete architecture Download PDF

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Publication number
KR100652353B1
KR100652353B1 KR1020060049103A KR20060049103A KR100652353B1 KR 100652353 B1 KR100652353 B1 KR 100652353B1 KR 1020060049103 A KR1020060049103 A KR 1020060049103A KR 20060049103 A KR20060049103 A KR 20060049103A KR 100652353 B1 KR100652353 B1 KR 100652353B1
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South Korea
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concrete
construction
deck plate
support
slab
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KR1020060049103A
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Korean (ko)
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이용호
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주식회사 행림종합 건축사사무소
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B5/36Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
    • E04B5/38Floor 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
    • E04B5/40Floor 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/06Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders

Abstract

A construction method for a floor slab of a concrete structure is provided to cut down on construction expenses by reducing the use of materials, improving workability and shortening a period of construction. A construction method for a floor slab of a concrete structure comprises the steps of connecting and fixing a horizontal support beam(2) or a vertical support beam(3) on the upper part of support columns(1) using cement mortar or anchor bolts, manufacturing a deck plate(4) in a factory by welding triangular truss type rugged pieces(5) on a galvanized steel sheet(7) at regular intervals and welding steel wires on both inclines of the rugged piece in zigzags, and then carrying in a construction site, installing various distributing wires through a cell formed on the inner space of the rugged piece, and attaching concrete and the deck plate completely by placing concrete on the deck plate.

Description

콘크리트건축물의 바닥슬래브 시공방법{A construction method of the bottom slab for concrete architecture}A construction method of the bottom slab for concrete architecture
도 1 은 종래 PC(precast concrete)바닥슬래브의 시공공정을 나타낸 일부분리 사시도
도 2 는 본 발명의 데크플레이트(deck plate)를 이용하여 바닥슬래브(slab)를 시공하는 실시예를 나타낸 일부분리 사시도
도 3 은 본 발명의 시공방법에 적용되는 데크플레이트(deck plate)의 사시도 및 요부확대도
*도면중 주요부분에 대한 부호의 설명
1 : 지지기둥 2 : 가로방향지지보 3 : 세로방향지지보 4 : 데크플레이트 5 : 요철편 6 : 강철선 7 : 아연도 강판 8 : 셀
1 is a partial perspective view showing a construction process of a conventional PC (precast concrete) floor slab
Figure 2 is a partially perspective view showing an embodiment of constructing a floor slab (dlab) using a deck plate of the present invention
Figure 3 is a perspective view and enlarged view of the deck plate (deck plate) applied to the construction method of the present invention
* Explanation of symbols for main parts of the drawings
DESCRIPTION OF SYMBOLS 1 Support pillar 2 Horizontal support 3 Vertical support 4 Deck plate 5 Uneven piece 6 Steel wire 7 Galvanized steel 8 Cell
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본 발명은 콘크리트건축물의 바닥슬래브(slab) 시공방법에 관한것으로서, 보다상세하게는 휨 및 전단강성과 부착성이 강한 데크플레이트(deck plate)를 지지기둥(column) 상부에 고정된 다수의 가로,세로방향 지지보(beam) 사이에 얹어 고정시킨후, 작업자가 데크플레이트를 작업판으로 삼아 그 위에서 보행 및 작업을 행할 수 있게 함은 물론 바닥슬래브의 영구한 마감재로 사용하여 그 해체 또한 불필요하게 함으로써 자재 절감과 작업성 향상 및 공기를 단축할 수 있도록 데크플레이트를 이용한 콘크리트건축물의 바닥슬래브(slab) 시공방법에 관한것이다.
일반적으로 콘크리트건축물의 바닥슬래브 구조는 압축재인 콘크리트와 인장재인 철근을 함께 사용하는 복합구조물로서, 바닥구조물의 주종을 이루고 있다.
이러한 콘크리트건축물의 바닥슬래브를 축조하는 가장 일반적인 방법은 콘크리트의 바닥면을 형성해줄 거푸집을 가설하고 거푸집상에 철근을 배근한 뒤 콘크리트를 주입하여 그 양생이 완료되면 거푸집을 해체하는 과정으로 이루어진다.
이러한 방법은 거푸집의 가설 및 해체에 따른 어려움, 별도의 철근 배근 작업의 요구, 구조물의 표면불량으로 인한 별도의 마감공사 등에 의해 상당한 공사기간을 소요하게 되고, 또한 상기 거푸집에 의한 폐자재 발생으로 인한 경제성 및 환경오염등의 여러가지 문제점을 안고 있다.
따라서 이러한 거푸집 사용에 따른 문제의 개선방안으로 거푸집을 사용하지 않는 방법, 즉 콘트리트의 바닥면 형성에 사용했던 구조물을 콘크리트건축물의 일부로 사용하는 방법이 알려져 있다.
이러한 무(無) 거푸집 공법에서는 도 1 에서와 같이 철근이 배근 된 PC슬래브를 이용하거나 이보다 개선된 데크플레이트를 이용해왔다.
그러나 상기의 PC슬래브를 이용한 시공방법은 그 구조가 중 구조가 될뿐아니라 슬래브의 두께도 두꺼워져 층(層)높이를 저하시키는 단점을 갖게 되고, 상기의 PC슬래브 자체가 중 구조물이기 때문에 이를 운반 및 보관하는 물류비용이 막대함은 물론 현장에서 불필요한 적재공간을 많이 차지하게 되며, 또 도면 변경등 변화된 부분에 대한 대처에 어려움이 생기고, 중량의 구조물이므로 크레인등의 기구를 이용하여 시공함에 따른 현장의 안전성 문제와 전반적으로 공사기간이 길어지는 등의 불합리한 문제점이 있었다.
또한 거푸집 대용으로 데크플레이트를 사용하여 하중은 상부의 콘크리트와 별도로 배근 된 철근이 부담하게 하는 시공방법도 제안된 바 있으나, 이는 구조적인 강성, 콘크리트와 데크플레이트의 부착성, 별도 철근배근의 불합리화, 내화성, 배선 및 배관 등의 산재한 문제가 제기되었다.
The present invention relates to a floor slab construction method of a concrete building, and more specifically, a plurality of horizontal and vertical fixing a deck plate (deck plate) having a strong bending and shear stiffness and adhesion to the upper column After being fixed between the beams, the worker can use the deck plate as a work board to walk and work on it, as well as use it as a permanent finishing material for floor slabs, thereby eliminating the need for dismantling. The present invention relates to a method of constructing floor slabs of concrete buildings using deck plates in order to save, improve workability, and shorten air.
In general, the floor slab structure of a concrete building is a composite structure using both concrete as a compression material and reinforcing steel as a tension material, and forms the main type of the floor structure.
The most common method of building the floor slab of such concrete building is to construct the formwork to form the floor of the concrete, reinforce the reinforcement on the formwork, and inject concrete to dismantle the formwork after the curing is completed.
This method requires considerable construction period due to the difficulty of construction and dismantling of the formwork, the demand for additional reinforcement work, and the separate finishing work due to the surface defect of the structure, and also due to the generation of waste materials by the formwork. There are various problems such as economic feasibility and environmental pollution.
Therefore, a method of not using the formwork, that is, a method used to form the bottom surface of the concrete is known as a method for improving the problem of using the formwork as a part of the concrete building is known.
In such a formwork method, as shown in Figure 1 has been using a reinforced PC slab or improved deck plate.
However, the construction method using the PC slab has the disadvantage that the structure is not only a heavy structure, but also the thickness of the slab is thickened, thereby reducing the height of the layer, and because the PC slab itself is a heavy structure, it is transported. And the logistics cost to store is not only huge, but also occupy a lot of unnecessary loading space on the site, and it is difficult to cope with the changed part such as drawing change, and because it is a heavy structure, it is a site that is constructed by using a mechanism such as a crane There were unreasonable problems such as safety issues and overall construction period.
In addition, a construction method has been proposed to use the deck plate as a substitute for the formwork, so that the load is burdened by the reinforcement bars separately from the upper concrete, but this is due to structural rigidity, adhesion between the concrete and the deck plate, and irrationality of the separate reinforcement bars. The problem has been raised, fire resistance, wiring and piping.
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본 발명은 상기한 바의 제반 문제점을 해결하기 위한 것으로서, 상기의 PC슬래브를 초고층 건축공사의 바닥슬래브공법에 주로 사용되는 데크플레이트로 대체하되, 상기 데크플레이트를 본 발명의 시공방법에 적합토록 구조개선을 꾀하여 보다 간편하게 시공가능토록 하려는 것으로, 이를 위하여 지지기둥(column) 상부에 고정된 다수의 가로,세로방향 지지보(beam)상에 데크플레이트를 얹어 고정시키는 것만으로 데크플레이트의 설치가 간편히 이루어지며, 데크플레이트에 용접된 삼각트러스 형태의 요철편 양측경사면과 양측경사면에 용접된 강철선의 돌기 및 홈으로 인해 부착면적이 넓어져 콘크리트 타설시 콘크리트와의 부착성과 휨 및 전단강성을 증대시킬 뿐 아니라 요철편의 내부공간 셀을 통해 전기, 전화, 전산망등의 전선 및 각종 배선의 설치가 용이하고, 별도의 마감공사가 불필요하며, 또 바닥슬래브 시공중 데크플레이트를 작업판으로 삼아 그 위에서 보행 및 작업을 행할 수 있어 별도 작업공간 설치의 불필요에 따른 작업성의 향상은 물론 공기를 크게 단축할 수 있다는 장점으로 초고층 건축공사의 바닥슬래브(slab) 축조에 적합토록한 데크플레이트를 이용한 콘크리트건축물의 슬래브 시공방법을 제공함에 그 목적이 있다. 상기 목적을 달성하기 위하여 본 발명은 데크플레이트를 구조체의 일부로하여 그 위에 콘크리트를 타설하는 콘크리트와 일체가 되게 하는 공법의 건축물 바닥슬래브 시공방법에 있어서, 지지기둥(column) 상부에 가로방향지지보(beam) 또는 세로방향지지보(beam)를 세멘몰탈 또는 앵커볼트 등으로 연결 고정하는 공정과, 상기 가로방향지지보와 세로방향지지보 상에 고정되는 콘크리트 건축물의 슬래브로 전용할 수 있는 데크플레이트상에는 콘크리트 타설시 콘크리트와의 부착성과 휨 및 전단강성을 증대시키기 위한 삼각트러스 형태의 요철편과, 상기 삼각트러스 형태의 요철편 양측경사면에 강철선을 지그재그인 "×"형태로 용접하여 공장에서 선 제작한 후, 공장에서 선 제작된 데크플레이트를 시공현장에서 가로방향지지보와 세로방향지지보 상에 얹어 고정시키는 공정과, 상기 요철편의 내부 공간에 마련된 셀을 통해 전기,전화,전산망등의 전선 및 각종 배선을 설치하는 공정과, 상기의 데크플레이트상에 콘크리트를 일체로 타설하여 콘크리트와 데크플레이트를 완전하게 부착하는 마감공정으로 이루어짐을 특징으로 한다.        The present invention is to solve the above problems, and replace the PC slab with the deck plate mainly used in the floor slab method of high-rise building construction, the deck plate structure suitable for the construction method of the present invention In order to improve the construction more easily, for this purpose, the deck plate can be easily installed by simply mounting the deck plate on a number of horizontal and vertical beams fixed on the upper part of the column. In addition, the attachment area is increased due to the projections and grooves of the triangular truss-shaped concave-convex pieces welded to the deck plate and the steel wires welded to the inclined planes. Installation of electric wires, wires, and various wirings through the inner space cells of the uneven pieces It is easy and does not need separate finishing work, and it is possible to walk and work on the deck plate as a work plate during construction of floor slab, which greatly improves the workability as well as the need for installing a separate work space and greatly reduces the air. The purpose of the present invention is to provide a slab construction method of concrete buildings using deck plates suitable for building floor slabs in high-rise building construction. In order to achieve the above object, the present invention is a construction floor slab construction method of the construction method that the deck plate as a part of the structure to be integrated with the concrete on which the concrete is placed, the horizontal support beam (column) on the upper support column (column) On the deck plate that can be used as a slab of a concrete structure fixed to the beam or longitudinal support beam (semen mortar or anchor bolt), and fixed on the horizontal support and the longitudinal support beam In the factory, the steel wire is welded in a zig-zag “×” shape to both sides of the triangular truss-shaped uneven pieces and the triangular truss-shaped uneven pieces to increase the adhesion to the concrete and the bending and shear stiffness. After that, the deck plate pre-fabricated at the factory is placed on the horizontal support and the vertical support at the construction site. The process of fixing, the process of installing electric wires, various wires, etc. through the cells provided in the inner space of the uneven pieces, and the concrete and deck plate completely by placing concrete integrally on the deck plate It is characterized by consisting of a finishing process to attach.
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이하, 본 발명의 바람직한 실시예를 첨부한 도면과 관련하여 상세히 설명하면 다음과 같다.
도 2 는 본 발명의 데크플레이트(deck plate)를 이용하여 바닥슬래브(slab)를 시공하는 실시예를 나타낸 일부분리 사시도면으로, 도 2 에 도시된 바와 같이
데크플레이트를 구조체의 일부로 하여 그 위에 콘크리트를 타설하는 콘크리트와 일체가 되게 하는 공법의 건축물 바닥슬래브 시공방법에 있어서, 지지기둥(1) 상부에 가로방향지지보(2) 또는 세로방향지지보(3)를 세멘몰탈 또는 앵커볼트 등으로 연결 고정하는 공정과, 상기 가로방향지지보(2)와 세로방향지지보(3) 상에 고정되는 콘크리트 건축물의 슬래브로 전용할 수 있는 데크플레이트(4)를 구성하는 아연도강판(7) 상에는 콘크리트 타설시 콘크리트와의 부착성과 휨 및 전단강성을 증대시키기 위한 삼각트러스 형태의 요철편(5)과, 상기 삼각트러스 형태의 요철편(5) 양측경사면에 강철선(6)을 지그재그인 "×"형태로 용접하여 공장에서 선 제작하여 현장으로 운반 후, 현장에서 선 제작된 데크플레이트(4)를 가로방향지지보(2)와 세로방향지지보(3) 상에 얹어 고정시키는 공정과, 상기 요철편(5)의 내부 공간에 마련된 셀(8)을 통해 전기,전화,전산망등의 전선 및 각종 배선을 설치하는 공정과, 상기의 데크플레이트상에 콘크리트를 일체로 타설하여 콘크리트와 데크플레이트를 완전하게 부착하는 마감공정으로 이루어진다.
한편, 도 3 은 본 발명의 시공방법에 적용되는 데크플레이트(deck plate)의 사시도면 및 요부확대도면으로 도 3 에 도시된 바와같이 아연도강판(7)상에 삼각트러스 형태의 요철편(5)을 일정간격으로 용접한 후, 그 양측경사면에 다시 강철선(6)을 용접하여 강철선(6)에 의해 양측경사면 상에 돌기와 홈을 형성하되, 상기의 데크플레이트는 공장에서 선 제작하여 이를 현장으로 운반한다.
상기와 같이 공장에서 선 제작된 데크플레이트(4)를 가로방향지지보(2)와 세로방향지지보(3) 상에 얹어 고정하는 것만으로 그 설치가 간단히 이루어지므로 종래 PC슬래브를 이용한 시공방법보다 작업성이 향상됨은 물론 공기가 크게 단축되고 그 시공작업도 용이하게 이루어져 공사비용이 크게 절감된다.
그리고 종래 데크플레이트를 이용하는 방법에서 발생 되는 문제점도 보완하게 되는데, 예컨대 데크플레이트(4)를 구성하는 아연도강판(7)상에 용접된 삼각트러스 형태의 요철편(5) 양측경사면과 양측경사면에 용접된 강철선(6)에 의한 돌기 및 홈으로 인해 콘크리트 타설시 부착면적이 넓어질 뿐 아니라 긴밀하게 밀착되어 콘크리트와 데크플레이트 간에 소정이상의 부착강도가 유지됨에 따라 상호간 부착성이 증대되면서 데크플레이트와 콘크리트가 완전하게 부착되어 화재시 불로부터의 상당한 시간을 견딜 수 있게되므로 별도의 내화피복 없이도 내화구조 바닥판 으로서의 역할을 충분히 수행할 수 있고, 또 삼각트러스 형태의 요철편(5) 내부공간의 셀(8)을 통해 전기, 전화, 전산망등의 전선 및 각종 배선의 설치가 용이해지며, 또 요철편 및 강철선은 데크플레이트의 보강리브 역할도 겸하게되어 데크플레이트의 휨 및 전단강성이 증대되면서 내구성 또한 강화되는 것이다.
Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings.
Figure 2 is a partially perspective view showing an embodiment of the floor slab (slab) construction using a deck plate of the present invention, as shown in FIG.
In the construction method of the building floor slab of the construction method in which the deck plate is part of the structure and is integrated with the concrete on which the concrete is poured, the horizontal support beam (2) or the vertical support beam (3) is provided on the support column (1). ) And a deck plate (4) that can be used as a slab of concrete buildings fixed on the horizontal support (2) and the longitudinal support (3) and the process of connecting and fixing with cement mortar or anchor bolts, etc. On the galvanized steel sheet 7 to be constructed, a steel wire is formed on both inclined surfaces of the triangular truss-shaped uneven pieces 5 and the triangular truss-shaped uneven pieces 5 to increase adhesion to the concrete and increase bending and shear stiffness. (6) is welded in a zigzag "×" shape, and then manufactured at the factory and transported to the site, and then the deck plate (4) pre-fabricated at the site is placed on the horizontal support beam (2) and the longitudinal support beam (3). On A step of fixing the air, a step of installing wires and various wirings such as electricity, a telephone, a computer network, and the like through the cell 8 provided in the inner space of the uneven piece 5, and concrete integrated on the deck plate. It is a finishing process of placing concrete and deck plate completely by pouring it.
On the other hand, Figure 3 is a perspective view of the deck plate (deck plate) applied to the construction method of the present invention and the enlarged view of the recess portion as shown in Figure 3 triangular truss-shaped uneven piece 5 on the galvanized steel plate (7) ) At regular intervals, and then welds the steel wires 6 to the two inclined surfaces again to form protrusions and grooves on both inclined surfaces by the steel wires 6, but the deck plate is manufactured at the factory in advance. To carry.
Since the installation is made simply by mounting the deck plate (4) pre-fabricated in the factory on the horizontal support (2) and the vertical support (3), compared to the conventional construction method using a PC slab As well as the workability is improved, the air is greatly shortened and the construction work is also easy, greatly reducing the construction cost.
In addition, the problem caused by the conventional method using the deck plate is complemented, for example, the triangular truss-shaped uneven piece (5) welded on the galvanized steel sheet 7 constituting the deck plate (4) on both the inclined surface and both sides of the slope. The protrusions and grooves of the welded steel wire (6) not only widen the attachment area when placing concrete, but also closely adhere to each other, as the adhesion strength between concrete and deck plate is maintained, thereby increasing the mutual adhesion between the deck plate and the concrete. Is completely attached so that it can withstand a considerable amount of time from fire in case of fire, so that it can fully function as a fireproof structural floor plate without a separate fireproof coating, and the cells in the inner space of the triangular truss-shaped uneven piece 5 8) It is easy to install electric wires, telephones, computer networks, and various wirings, and uneven pieces and steel wires The deck plate also serves as a reinforcing rib, which increases the bending and shear stiffness of the deck plate.
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이상과 같이 본 발명에 적용되는 데크플레이트는 경량이면서도 구조적특성을 살린 중량대비 고강도 실현이 가능함에 따라 이를 콘크리트건축물의 바닥슬래브 시공방법에 적용할 경우 운송, 시공, 관리비용의 절감 및 공기단축이 가능함과 아울러 설치가 용이하고 간편하므로 시공현장에서의 노동력 소요가 줄어 공사비가 절감되며, 특히 본 발명의 시공방법은 복잡한 작업공정을 단순화시켜 전기, 통신, 배관시공공정과의 조화가 이루어질 뿐 아니라 데크플레이트가 시공현장에서 콘크리트 타설 전 필요물품의 야적이나 보행이 가능한 작업판 역할을 겸하게 되는 등 본 발명에 의하여 달성되는 효과가 매우 큰 것이다. As described above, the deck plate applied to the present invention can realize high strength to light weight and structural characteristics, and thus, when applied to the floor slab construction method of concrete buildings, transportation, construction, management cost reduction, and air shortening can be achieved. In addition, it is easy and simple to install, thus reducing the labor cost at the construction site, and thus the construction cost is reduced. In particular, the construction method of the present invention simplifies complex work processes, and is harmonized with electrical, communication, and piping construction processes, as well as deck plates. The effect achieved by the present invention is very large, such as acting as a working plate that allows the yard or walking of the necessary goods before the concrete is placed in the construction site.

Claims (3)

  1. 지지기둥(1) 상부에 가로방향지지보(2) 또는 세로방향지지보(3)를 세멘몰탈 또는 앵커볼트 등으로 연결 고정한 후, 가로방향지지보(2) 또는 세로방향지지보(3) 상에 데크플레이트를 구조체의 일부로 하여 그 위에 콘크리트를 타설하는 콘크리트와 일체가 되게 하는 공법의 건축물 바닥슬래브 시공방법에 있어서, 상기 가로방향지지보(2)와 세로방향지지보(3) 상에 고정되는 콘크리트 건축물의 슬래브로 전용할 수 있는 데크플레이트(4)를 구성하는 아연도강판(7) 상에는 콘크리트 타설시 콘크리트와의 부착성과 휨 및 전단강성을 증대시키기 위한 삼각트러스 형태의 요철편(5)과, 상기 삼각트러스 형태의 요철편(5) 양측경사면에 강철선(6)을 지그재그인 "×"형태로 용접하여 공장에서 선 제작하여 현장으로 운반 후, 현장에서 선 제작된 데크플레이트(4)를 가로방향지지보(2)와 세로방향지지보(3) 상에 얹어 고정시키는 공정과, 상기 요철편(5)의 내부 공간에 마련된 셀(8)을 통해 전기, 전화, 전산망등의 전선 및 각종 배선을 설치하는 공정과, 상기의 데크플레이트상에 콘크리트를 일체로 타설하여 콘크리트와 데크플레이트를 완전하게 부착하는 마감공정으로 이루어짐을 특징으로 하는 콘크리트건축물의 바닥슬래브 시공방법.      After fixing the horizontal support beam 2 or the vertical support beam 3 to the top of the support column 1 with cement mortar or anchor bolts, the horizontal support beam 2 or the longitudinal support beam 3 is fixed. In the construction method of building floor slab of the construction method in which the deck plate as a part of the structure to be integrated with the concrete on which the concrete is cast, the fixed on the horizontal support (2) and the longitudinal support (3) On the galvanized steel sheet (7) constituting the deck plate (4) that can be used as a slab of concrete buildings, triangular truss-shaped uneven pieces (5) to increase the adhesion to the concrete, bending and shear stiffness when placing concrete After welding the steel wire 6 to the zigzag "×" form on both side surfaces of the concave-convex piece 5 of the triangular truss, the wire is manufactured at the factory and transported to the site, and then the deck plate 4 is made at the site. Wire and various wirings such as electricity, telephone, computer network, etc. through the step of fixing on the support beam 2 and the longitudinal support 3 and fixing the cells 8 in the inner space of the uneven piece 5. The installation method, and the floor slab construction method of the concrete building, characterized in that it consists of the finishing process of integrally placing the concrete on the deck plate and attaching the concrete and the deck plate completely.
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KR1020060049103A 2006-05-31 2006-05-31 A construction method of the bottom slab for concrete architecture KR100652353B1 (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102852254A (en) * 2012-08-10 2013-01-02 上海理想家园工程营造有限公司 Multi-functional template floor structural system for quickly building and construction method thereof
CN103924714A (en) * 2014-03-18 2014-07-16 昆山生态屋建筑技术有限公司 Wire mesh integral-frame building wall and manufacture process thereof

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102852254A (en) * 2012-08-10 2013-01-02 上海理想家园工程营造有限公司 Multi-functional template floor structural system for quickly building and construction method thereof
CN103924714A (en) * 2014-03-18 2014-07-16 昆山生态屋建筑技术有限公司 Wire mesh integral-frame building wall and manufacture process thereof
CN103924714B (en) * 2014-03-18 2016-09-07 昆山生态屋建筑技术有限公司 A kind of steel wire entirety building of skeleton construction body of wall and manufacture craft thereof

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