KR200410711Y1 - Connecter for tilt-up concrete panel - Google Patents

Connecter for tilt-up concrete panel Download PDF

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Publication number
KR200410711Y1
KR200410711Y1 KR2020050036248U KR20050036248U KR200410711Y1 KR 200410711 Y1 KR200410711 Y1 KR 200410711Y1 KR 2020050036248 U KR2020050036248 U KR 2020050036248U KR 20050036248 U KR20050036248 U KR 20050036248U KR 200410711 Y1 KR200410711 Y1 KR 200410711Y1
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South Korea
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wall layer
tilt
concrete panel
connector
reinforced concrete
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KR2020050036248U
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Korean (ko)
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김명길
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김명길
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
    • 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
    • E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/04—Walls having neither cavities between, nor in, the solid elements
    • E04B2/06—Walls having neither cavities between, nor in, the solid elements using elements having specially-designed means for stabilising the position
    • E04B2/08—Walls having neither cavities between, nor in, the solid elements using elements having specially-designed means for stabilising the position by interlocking of projections or inserts with indentations, e.g. of tongues, grooves, dovetails

Abstract

본 고안은 건축물의 내벽층, 단열내장재 및 외벽층을 일체로 어셈블리할 때 용이하고 견고하게 실현하기 위한 것으로서, 직사각형 모양으로 된 철판부재의 장변쪽 양단을 압착하여 대략 수직한 상태로 밴딩 형성한 보강부와, 철판부재의 단변쪽 양단에 상대적으로 넓게 형성된 매립고정부를 포함하여 구성하고; 상기 매립고정부는 각각 내벽층 및 외벽층으로 삽입되어 콘크리트와 함께 일체로 결합되고, 상기 보강부는 단열내장재를 관통하여 결합되도록 한 틸트-업 철근콘크리트패널용 컨넥터를 제안한다.The present invention is for easily and firmly realized when assembling the inner wall layer, the insulation interior material, and the outer wall layer of a building integrally. And a buried fixing part relatively wider at both ends of the short side of the iron plate member; The buried fixing part is inserted into the inner wall layer and the outer wall layer, respectively, and integrally coupled with the concrete, the reinforcement portion proposes a connector for the tilt-up reinforced concrete panel to be coupled through the insulation interior material.

틸트-업, 철근콘크리트패널, 컨넥터, 보강부, 매립고정부 Tilt-up, Reinforced Concrete Panel, Connector, Reinforcement, Landfill

Description

틸트-업 철근콘크리트패널용 컨넥터{CONNECTER FOR TILT-UP CONCRETE PANEL}Connector for tilt-up reinforced concrete panel {CONNECTER FOR TILT-UP CONCRETE PANEL}

도 1은 본 고안의 틸트-업 철근콘크리트패널용 컨넥터를 도시한 사시도 및 전개도이고,1 is a perspective view and an exploded view showing a connector for a tilt-up reinforced concrete panel of the present invention,

도 2는 본 고안의 조립 상태 단면도이며,2 is a cross-sectional view of the assembled state of the present invention,

도 3은 본 고안에 의한 틸트-업 철근콘크리트패널의 시공 상태도이다.Figure 3 is a construction state of the tilt-up reinforced concrete panel according to the present invention.

*도면의 주요 부분에 대한 부호의 설명** Description of the symbols for the main parts of the drawings *

1-컨넥터 3-보강부3-connector 1-connector

5-매립고정부 7-내벽층5- Reclaimed Government 7-Inner Wall Floor

9-외벽층 11-단열내장재9-Outer wall layer 11-Insulation interior

P-철근콘크리트패널 S-서포트P-Reinforced Concrete Panel S-Support

SS-철골SS-steel

본 고안은 건축물의 내벽층 및 외벽층을 어셈블리하여 틸트-업용 철근콘크리트패널을 시공하되, 그 사이 공간에 설치되는 차음 및 보온 기능의 단열내장재와 함께 내벽층 및 외벽층을 용이하고 견고하게 일체화할 수 있도록 하는 틸트-업 철 근콘크리트패널용 컨넥터에 관한 것이다.The present invention is to construct the reinforced concrete panel for the tilt-up by assembling the inner and outer wall layers of the building, and the inner and outer wall layers can be easily and firmly integrated with the insulation interior material of sound insulation and thermal insulation function installed in the space therebetween. The present invention relates to a connector for a tilt-up reinforced concrete panel.

콘크리트패널을 이용하여 시공되는 건축물은 대체로 두 가지 카테고리, 즉 틸트-업 콘크리트패널(tilt-up concrete panel)을 사용하여 건축하는 것과 프리캐스트 콘크리트패널을 사용하여 건축하는 것으로 분류된다.Buildings constructed from concrete panels fall into two general categories: building with tilt-up concrete panels and building with precast concrete panels.

틸트-업 콘크리트패널들은, 현장에서, 대개는 콘크리트 슬래브(concrete slab)상에 타설되어, 궁극적으로는 건축물의 바닥 및 벽 구조물을 형성하게 된다. 이들 패널들은 개별적으로 형성되며, 대체로 개별적인 패널들의 치수가 허용된다면 적층 타설된다. 이러한 타설에는 패널들을 들어올리는 적절한 순서를 반영하여야 한다. 이들 패널은 일단 양생이 되면, 크레인을 이용하여 적정 위치로 들어 올려져 설치되고, 이러한 과정 중에 패널들에 야기되는 응력에 따라 패널에 필요한 보강범위를 결정하게 된다.Tilt-up concrete panels are, on site, usually placed on concrete slabs, ultimately forming the floor and wall structures of the building. These panels are formed individually and are usually laminated, if the dimensions of the individual panels are acceptable. Such casting should reflect the proper sequence for lifting the panels. Once cured, these panels are lifted and installed using a crane to determine the reinforcement range required for the panels according to the stresses caused by the panels during this process.

틸트-업 공법은 그 유래가 멀리 로마시대까지 올라간다고 하지만, 현대적인틸트-업 공법은 1950년대에 남부 캘리포니아에서 시작되었으며, 그것은 대형 무브 트럭 크레인(Movie Truck Crane)의 등장과 때를 같이한다. 처음에는 단층공장, 창고, 물류센터, 대형매장 등의 건축에 사용이 국한되었으나, 현재는 5층 이상의 콘크리트건물의 시공도 가능하다.Although the tilt-up method originated far into the Roman era, the modern tilt-up method began in Southern California in the 1950s, which coincides with the appearance of the Movie Truck Crane. Initially, the construction was limited to the construction of single-floor factories, warehouses, distribution centers, and large stores.

틸트-업 콘크리트패널의 구조는 구조콘크리트, 단열재, 비구조콘크리트의 3 부분이 일체가 되게 제작하는 Composite Method가 있고, 3 부분을 서로 따로 분리되게 제작하는 Non-composite Method가 있다. 외부와 내부의 온도 차이에 의한 콘크리트 수축과 팽창의 차이로 인하여 발생할 균열 등의 변형이 예상되는데, 이 변 형을 예방하기 위한 세심한 주의가 요구되는 것이다.The structure of the tilt-up concrete panel has a composite method that makes three parts of structural concrete, insulation, and non-structural concrete into one, and there is a non-composite method that makes three parts separate from each other. Deformation, such as cracks, is expected due to the difference in concrete shrinkage and expansion due to the temperature difference between the outside and the inside, and careful attention is required to prevent this deformation.

구조콘크리트 및 비구조콘크리트는 내부에 철근이나 와이어 메쉬를 설치하여 보강할 수 있고, 비구조적인 콘크리트는 유연한 시멘트를 사용하여 외부와 내부의 온도차를 극복할 수 있다.Structural concrete and non-structural concrete can be reinforced by installing reinforcing bars or wire mesh inside, and non-structural concrete can overcome the temperature difference between the outside and the inside by using flexible cement.

상술한 종래 구조의 틸트-업 콘크리트패널에 있어서, 구조콘크리트, 단열재 및 비구조콘크리트의 3부분은 구조콘크리트와 비구조콘크리트를 가로지르는 웨브 철선(web wire)를 설치하여 일체로 제작하게 된다.In the above-described tilt-up concrete panel of the conventional structure, the three parts of structural concrete, insulation and non-structural concrete are integrally manufactured by installing web wires crossing the structural concrete and the non-structural concrete.

그러나 상기 웨브 철선은 와이어 메쉬와 묶어 개개마다 연결해 주어야 하므로 작업이 불편하고, 구조적으로 취약한 문제점이 있었다.However, the web wire wire is tied to the wire mesh and must be connected to each individual work is inconvenient, there was a structurally weak problem.

본 고안은 상술한 종래 기술의 문제점을 해결하기 위한 것으로서, 건축물의 내벽층, 단열내장재 및 외벽층을 어셈블리할 때 용이하고 견고하게 일체화할 수 있도록 함에 그 목적을 두고 있다.The present invention is to solve the problems of the prior art described above, and its purpose is to enable easy and robust integration when assembling the inner wall layer, the insulation interior material and the outer wall layer of the building.

상기 목적에 따라, 본 고안에서는 건축물의 내벽층, 단열내장재 및 외벽층을 어셈블리하여 틸트-업용 철근콘크리트패널을 시공할 때, 내벽층을 타설하고 그 상부에 단열내장재를 씌운 다음, 균일한 간격으로 다수개의 컨넥터를 압입 또는 타격하여 설치하며, 이후 외벽층을 타설하고 양생함으로써, 틸트-업 철근콘크리트패널을 용이하고 견고하게 일체화할 수 있도록 함에 특징을 두고 있다.According to the above object, in the present invention, when constructing the tilt-up reinforced concrete panel by assembling the inner wall layer, the insulation interior material and the exterior wall layer of the building, the interior wall layer is poured and the insulation interior material is covered on the upper part, It is characterized by making it possible to easily and firmly integrate the tilt-up reinforced concrete panel by pressing and striking a plurality of connectors and then placing and curing the outer wall layer.

더욱 구체적으로, 본 고안의 틸트-업 철근콘크리트패널용 컨넥터는 직사각형 모양의 철판부재를 모재로 하여, 장변쪽 양단을 밴딩압착하여 대략 수직한 상태가 되게 보강부를 구성하고, 단변쪽 양단에는 매립고정부가 형성되도록 한 것이며, 상기 매립고정부는 내벽층 및 외벽층의 내부로 삽입되어 콘크리트와 함께 일체로 연결되는 것이고, 상기 보강부의 중심은 단열내장재의 중심에 위치되도록 연결 구성한다.More specifically, the tilt-up reinforced concrete panel connector of the present invention uses a rectangular steel plate member as a base material, and constitutes a reinforcement part to be in a substantially vertical state by bending both ends of the long side, and embedding fixing at both ends of the short side. The buried fixing part is inserted into the inner wall layer and the outer wall layer to be integrally connected with the concrete, and the center of the reinforcing part is configured to be connected to the center of the insulation interior material.

이하, 첨부 도면에 의거하여 본 고안의 바람직한 실시예를 더욱 상세하게 설명하기로 한다.Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings.

도 1은 본 고안의 틸트-업 철근콘크리트패널용 컨넥터를 보여주고 있으며, 도 2는 본 고안의 설치 상태 및 본 고안에 의한 틸트-업 철근콘크리트패널의 단면 구조를 보여 주고 있다.Figure 1 shows the connector for the tilt-up reinforced concrete panel of the present invention, Figure 2 shows the installation state of the present invention and the cross-sectional structure of the tilt-up reinforced concrete panel according to the present invention.

도면을 통하여 알 수 있는 바와 같이, 본 고안의 틸트-업 철근콘크리트패널용 컨넥터는 대략 직사각형의 띠 모양으로 된 철판부재(1')를 모재로 하여, 장변쪽 양단을 대략 수직한 상태로 압착하여 밴딩함으로써 보강부(3)를 형성하고, 단변쪽 양단에 보강부(3) 보다 상대적으로 넓은 매립고정부(5)를 형성하여 이루어진다.As can be seen through the drawings, the tilt-up reinforced concrete panel connector of the present invention is formed by using a substantially rectangular strip-shaped iron plate member (1 ') as a base material, and both ends of the long side are pressed in a substantially vertical state. The reinforcement part 3 is formed by bending, and the buried fixing part 5 which is relatively wider than the reinforcement part 3 is formed in the both ends of a short side.

이렇게 형성된 컨넥터(1)는 틸트-업 철근콘크리트패널을 구성하는 내벽층(7), 단열내장층(9) 및 외벽층(11)을 어셈블리할 때, 상기 구성 요소들을 하나로 묶는 역할을 하게 된다.The connector 1 thus formed serves to bind the components together when assembling the inner wall layer 7, the insulation interior layer 9, and the outer wall layer 11 constituting the tilt-up reinforced concrete panel.

보다 구체적으로, 상기 컨넥터(1)의 매립고정부(5)의 양단은 각각 내벽층(7) 및 외벽층(9)으로 삽입되어 콘크리트와 함께 일체로 결합되는 것이고, 상기 보강부(3)는 중간의 단열내장재(11)를 관통하며 그 중심에 위치되어 결합되는 것이다.More specifically, both ends of the buried fixing part 5 of the connector 1 are inserted into the inner wall layer 7 and the outer wall layer 9, respectively, and are integrally combined with the concrete, and the reinforcement part 3 is It penetrates the middle insulation interior material 11 and is positioned at its center and coupled.

예를 들어, 그 설치 과정을 보면, 먼저 현장에서 거푸집을 조립하고 철근(13)을 배근한 다음, 콘크리트(15)를 타설하고 소정 시간 양생하여 내벽층(7)을 형성한다.For example, when looking at the installation process, first assembling the formwork at the site, reinforcing the reinforcing bar 13, then pouring the concrete 15 and curing for a predetermined time to form the inner wall layer (7).

이후 내벽층(7)의 상부에 단열내장재(11)를 설치하고, 균일하고 일정한 간격으로 다수개의 본 고안의 컨넥터(1)를 압입 또는 타격하여 설치한다.After that, the heat insulating interior material 11 is installed on the upper part of the inner wall layer 7, and is installed by pressing or striking a plurality of connectors 1 of the present invention at uniform and regular intervals.

추가적으로 소정 시간 동안 양생한 다음, 외벽층(9)의 타설을 위하여 다시 거푸집을 설치하고 와이어메쉬(17)를 배근하며, 내벽층(7)과 마찬가지로 콘크리트(15)를 타설한 다음 소정 시간 동안 양생한다.After curing for an additional time, the formwork is again installed for placing the outer wall layer 9 and the wire mesh 17 is reinforced, and the concrete 15 is poured like the inner wall layer 7 and then cured for a predetermined time. do.

이렇게 시공된 컨넥터(1)는 내벽층(7)과 외벽층(9)의 콘크리트(15)와 함께 견고하게 굳어져 고정되는 것이며, 그 결과 내벽층(7), 단열내장재(11) 및 외벽층(9)을 함께 어셈블리하게 되는 것이다.The connector 1 thus constructed is firmly fixed and fixed together with the concrete 15 of the inner wall layer 7 and the outer wall layer 9, and as a result, the inner wall layer 7, the heat insulating interior material 11, and the outer wall layer. (9) will be assembled together.

어셈블리된 틸트-업 철근콘크리트패널(P)은 도 3에 도시한 바와 같이, 건축물의 벽 구조물 또는 바닥 구조물을 형성하게 된다. 즉, 이들 패널(P)들은 크레인을 이용하여 적정 위치로 들어 올려지고 지정된 위치로 이동되어 세워지며, 서포트(S)를 이용하여 임시로 고정하고, 이후 H-빔과 같은 철골(SS)로 연결 조립함으로써, 건축물의 벽 구조물 또는 바닥 구조물을 형성하게 되는 것이다.The assembled tilt-up reinforced concrete panel P forms a wall structure or a floor structure of the building, as shown in FIG. 3. That is, these panels (P) are lifted up to a suitable position using a crane, moved to a designated position and built up, temporarily fixed using a support (S), and then connected to a steel frame (SS) such as an H-beam. By assembling, to form a wall structure or floor structure of the building.

이상에서 설명한 실시예를 통하여 알 수 있는 바와 같이, 본 고안의 틸트-업 철근콘크리트패널용 컨넥터는 건축물의 내벽층, 단열내장재 및 외벽층을 일체로 어셈블리할 때 용이하고 견고하게 실현하는 효과를 얻을 수 있다.As can be seen through the embodiments described above, the connector for the tilt-up reinforced concrete panel of the present invention can achieve the effect of easily and robustly realized when assembling the inner wall layer, the insulation interior material and the outer wall layer of the building integrally. Can be.

또한 본 고안에 의하면 컨넥터의 설치 및 조립 작업이 쉽고, 공사 기간을 단축하는 효과를 얻을 수 있다.In addition, according to the present invention, the installation and assembly work of the connector is easy, and the construction period can be shortened.

아울러 본 고안에 의하면 커넥터의 양단이 넓게 형성되므로 내벽층 및 외벽층과의 결합 고정성을 향상시킬 수 있다.In addition, according to the present invention, since both ends of the connector are formed wide, coupling fixability with the inner wall layer and the outer wall layer can be improved.

Claims (1)

건축물의 내벽층, 단열내장재 및 외벽층을 어셈블리하여 건축물의 바닥 및 벽체를 구성하는 틸트-업용 철근콘크리트패널을 구성함에 있어서,In assembling the inner wall layer of the building, the insulation interior material and the outer wall layer to construct a tilt-up reinforced concrete panel constituting the floor and the wall of the building, 직사각형 모양으로 된 철판부재의 장변쪽 양단을 압착하여 대략 수직한 상태로 밴딩 형성한 보강부와, 철판부재의 단변쪽 양단에 상대적으로 넓게 형성된 매립고정부를 포함하여 구성되고;A reinforcing part formed by pressing both ends of the long side of the rectangular steel plate member in a substantially vertical state to be bent, and a buried fixing part formed relatively widely at both ends of the short side of the iron plate member; 상기 매립고정부는 각각 내벽층 및 외벽층으로 삽입되어 콘크리트와 함께 일체로 결합되고, 상기 보강부는 단열내장재를 관통하여 결합된 것을 특징으로 하는 틸트-업 철근콘크리트패널용 컨넥터.The buried fixing part is inserted into the inner wall layer and the outer wall layer, respectively, integrally coupled with the concrete, the reinforcement portion is a connector for the tilt-up reinforced concrete panel, characterized in that coupled through the insulation.
KR2020050036248U 2005-12-24 2005-12-24 Connecter for tilt-up concrete panel KR200410711Y1 (en)

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