KR20000050637A - Sandwich type concrete pannel - Google Patents
Sandwich type concrete pannel Download PDFInfo
- Publication number
- KR20000050637A KR20000050637A KR1019990000653A KR19990000653A KR20000050637A KR 20000050637 A KR20000050637 A KR 20000050637A KR 1019990000653 A KR1019990000653 A KR 1019990000653A KR 19990000653 A KR19990000653 A KR 19990000653A KR 20000050637 A KR20000050637 A KR 20000050637A
- Authority
- KR
- South Korea
- Prior art keywords
- panel
- concrete panel
- core member
- concrete
- core
- Prior art date
Links
Classifications
-
- 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
- E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
- E04C2/284—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating
- E04C2/288—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and concrete, stone or stone-like material
- E04C2/2885—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and concrete, stone or stone-like material with the insulating material being completely surrounded by, or embedded in, a stone-like material, e.g. the insulating material being discontinuous
-
- 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
- E04C2/049—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 completely or partially of insulating material, e.g. cellular concrete or foamed plaster
Abstract
Description
본 발명은 샌드위치형 콘크리트 패널에 관한 것으로서, 더욱 상세하게는 기포, 단열, 경량, 고강도등의 다양한 특성을 지닌 콘크리트와 단열재료가 샌드위치 형상으로 다단 부착되도록 하고 이들이 설계조건에 따라 적정장소에 다양한 형태로 조립될 수 있도록 하므로써 구조물 설치시 공기단축 및 비용절감을 이룰 수 있도록 한 샌드위치형 콘크리트 패널에 관한 것이다.The present invention relates to a sandwich-type concrete panel, and more specifically, concrete and heat-insulating material having various properties such as bubbles, heat insulation, light weight, high strength, etc. are attached to the sandwich in multiple stages, and they are various forms in the proper place according to the design conditions. The present invention relates to a sandwich-type concrete panel that can achieve air shortening and cost reduction when installing a structure by allowing the assembly to be performed.
일반적으로 건축물의 벽체로 사용되는 패널 재료는, 벽돌, 콘크리트, 블럭, 경량칸막이등이 주로 사용되며, 이들은 건축물의 위치와 벽의 종류에 따라 요구하는 성능 즉, 내구성, 내수성, 단열성, 차음성, 시공성, 내화성등에 의해 다양하게 결정되어지고 이에따른 장단점을 각각 지니고 있다.In general, the panel material used as the wall of the building, brick, concrete, blocks, lightweight partitions are mainly used, these are the performance required according to the location of the building and the type of wall, that is, durability, water resistance, insulation, sound insulation, It is variously determined by workability and fire resistance, and has its advantages and disadvantages.
즉, 상기 콘크리트 벽체는, 그 재료의 특성상 내구성, 내수성, 차음성, 내화성등이 뛰어난 반면에 설치시 거푸짐과 타설이라는 공정이 필요하게 되고, 단열과 마감을 위해서는 반듯이 별도의 작업을 수행하여야 하며, 또한 전기설비의 배관을 위한 홈파기 작업은 재료의 특성상 쉽게 행할 수 없어 작업전에 반듯이 배관작업을 먼저 수행해야 된다.That is, the concrete wall, while excellent in durability, water resistance, sound insulation, fire resistance, etc., due to the characteristics of the material, the process of forming and pouring is required during installation, and must be separately performed for insulation and finishing In addition, grooving work for the piping of electrical equipment cannot be easily performed due to the nature of the material.
최근, 상기와 같은 종래 콘크리트가 지니는 장단점들을 사용하고자 하는 특성에 맞게 보완할 수 있도록 다양한 특성을 갖는 콘크리트가 개발되고 있으며, 이는 기포, 단열, 경량, 고강도 콘크리트등이 그 대표적인 예이나 이들 또한 설치시에는 거푸짐 작업을 수행해야만 하는 문제점이 있다.Recently, concrete having various characteristics has been developed to supplement the advantages and disadvantages of the conventional concrete according to the desired characteristics, such as bubbles, insulation, lightweight, high-strength concrete, but also when installing them There is a problem in that formwork must be performed.
또한 상기에서의 기포 콘크리트는, 재료의 특성상 전기배관 설계를 위한 홈파기 작업을 쉽게 행할 수 있으며, 단열 및 흡음성이 뛰어난 장점이 있으나, 강성이 부족하여 단일재료로 이용하기는 부적합한 단점이 있다. 또한, 고강도 콘크리트는 구조적 강성이 강하고, 차음성, 내화성등이 강한 장점이 있으나, 그 강도와 무게가 커서 홈파기 작업을 쉽게 행할 수 없으며, 설치시에는 작업인원이 많이 소요되는 단점이 있다.In addition, the foamed concrete in the above, because of the characteristics of the material can easily perform grooving work for the electrical piping design, and has the advantage of excellent heat insulation and sound absorption, but lacks rigidity is not suitable for use as a single material. In addition, high-strength concrete has a strong structural stiffness, sound insulation, fire resistance, etc., but the strength and weight is large, it is not easy to carry out grooving work, there is a disadvantage that takes a lot of work when installing.
그리고, 경량칸막이는, 시공성과 전기설비의 홈파기 작업은 수월하나 내구성, 내수성, 및 차음성은 취약하며, 특히 수전기구와 중량의 시설물을 벽에 설치하는 경우 별도의 보강공사 또는 전용 철물을 사용하여 고정해야하는 어려움이 있다.In addition, lightweight partitions are easy to dig in construction and electrical installations, but are weak in durability, water resistance, and sound insulation. In particular, when installing a power receiving device and a facility of heavy weight on a wall, a separate reinforcement work or dedicated hardware is used. There is a difficulty to be fixed.
또한, 벽돌과 블럭의 경우에도, 콘크리트와 경량 칸막이의 중간적 성격을 가지고는 있으나, 이는 조적식 시공으로 인한 구조적 취약점이 있으며, 작업자가 하루동안 쌓는 높이가 제한되어 있어 작업기간이 길어지게 됨은 물론 단열을 위해서 별도의 마감 작업을 해야 된다.In addition, even in the case of bricks and blocks, it has the intermediate characteristics of concrete and lightweight partitions, but there is a structural weakness due to the masonry construction, the height of the worker is limited for a day, so the working period is long. Separate finishing work is required for insulation.
따라서, 상기와 같은 종래의 건축용 벽체패널은, 실제 작업현장에서 설치하는 경우 각기 재료의 특성에 따른 장단점들을 지니고 있어 상기한 단점들을 보완하기 위한 즉, 배관을 위한 홈파기 작업, 단열재 추가 등 별도의 공정을 추가해야함에 따라 벽체두께가 두껍게 되고, 또한 추가 재료로 인해 공기연장 및 비용이 크게 증가되는 문제점이 발생되었다.Therefore, the conventional building wall panel as described above has advantages and disadvantages according to the characteristics of the respective materials when installed in the actual work site to compensate for the above disadvantages, that is, separate grooves for piping, addition of insulation, etc. As the process needs to be added, the wall thickness becomes thicker, and the additional material has caused a problem of greatly increasing air extension and cost.
이에, 본 발명은 상기와 같은 문제점을 해결하기 위해 창안된 것으로, 고강도, 경량화, 단열 등의 다양한 특성을 지닌 콘크리트들이 설치장소에 적합한 장점들만으로 구성된 설계조건에 따라 공장에서 직접 샌드위치형으로 서로 부착되어 제작되도록 하고 또한 이들이 서로 연결 조립될 수 있도록 하므로써, 현장에서의 구조물 설치시간 및 패널의 두께를 최소화 시키게 되고, 또한 별도의 추가공정이 필요하지 않게 됨에 따라 작업인원을 최소화 시키게 되며, 또한 각 콘크리트패널들의 고유특성이 최대한 활용되어져 크기와 용도에 따라 다양한 공간에 사용되어질 수 있도록 하는데 그 목적이 있다.Thus, the present invention was devised to solve the above problems, concrete having a variety of characteristics such as high strength, light weight, insulation, etc. are attached to each other directly in the factory sandwich type according to the design conditions consisting only of advantages suitable for the installation place By manufacturing and also allowing them to be assembled together, they minimize the installation time and thickness of panels in the field, and also minimize the number of workers as no additional process is required, and also each concrete panel Their unique characteristics are utilized to the maximum, so that they can be used in various spaces according to their size and use.
도 1은 본 발명에 따른 샌드위치형 콘크리트 패널의 분해 사시도,1 is an exploded perspective view of a sandwich concrete panel according to the present invention,
도 2는 도 2의 평단면도,2 is a plan sectional view of FIG. 2;
도 3은 본 발명에 따른 다른 실시예를 보인 평단면도,3 is a plan sectional view showing another embodiment according to the present invention;
도 4는 본 발명에 따른 패널의 설치상태 평면도,4 is a plan view showing the installation state of the panel according to the present invention;
도 5는 도 4의 설치상태 측면도.Figure 5 is a side view of the installation state of FIG.
＜도면의 주요부분에 대한 부호의 설명＞<Description of the code | symbol about the principal part of drawing>
10: 코어부재 20: 피복부재 30: 철심 31: 연결단부 33: 완충 플레이트 40: 시어 컨넥터 50: 단열부재 80: 마감재DESCRIPTION OF SYMBOLS 10 Core member 20 Coating member 30 Iron core 31 Connecting end 33 Shock-absorbing plate 40 Shear connector 50 Insulation member 80 Finishing material
상기 목적을 달성하기 위한 본 발명은, 내부에 망사형 철심이 구비되고, 표면에 연결용 시어 컨넥터가 복수개 돌출되는 코어부재와; 상기 시어 컨넥터에 의해 접합되어져 상기 코어부재의 표면에 부착되는 피복부재로 구성되는 것을 특징으로 한다.The present invention for achieving the above object is provided with a mesh-type iron core therein, a core member for projecting a plurality of sheath connectors for connection to the surface; And a coating member bonded to the sheath connector and attached to the surface of the core member.
본 발명의 다른 일면에 따라, 상기 피복부재가 상기 코어부재의 양면에 제공되는 것을 특징으로 한다.According to another aspect of the invention, the covering member is provided on both sides of the core member.
본 발명의 또 다른 일면에 따라, 상기 코어부재가 두겹으로 이루어지도록 하고 그 사이에 단열부재가 삽입되도록 하는 것을 특징으로 한다.According to yet another aspect of the present invention, the core member is made of two layers, and a heat insulating member is inserted therebetween.
이하, 본 발명에 따른 샌드위치형 콘크리트 패널의 일실시예를 첨부된 도면을 참조로 하여 상세히 설명한다.Hereinafter, an embodiment of a sandwich concrete panel according to the present invention will be described in detail with reference to the accompanying drawings.
도 1은 본 발명에 따른 샌드위치형 콘크리트 패널을 나타낸 분해 사시도이고, 도 2는 도 1의 평단면을 나타낸 것이다.1 is an exploded perspective view showing a sandwich concrete panel according to the present invention, Figure 2 shows a planar cross-sectional view of FIG.
본 발명은 코어부재(10)와 피복부재(20)로 구성되고, 상기 코어부재(10)는 소정두께를 갖는 판상의 형태이며, 강성유지를 위해 내부에 망사형으로 된 철심(30)이 일체로 내장되어지되, 상기 철심(30)은 상기 코어부재(10)의 외측 방향으로 소정길이 돌출되어 절곡된 연결단부(31)가 형성된다. 그리고, 상기 코어부재(10)의 전후방 표면에는 상기 피복부재(20)의 부착유무 및 부착위치에 따라 외측으로 강성을 지닌 와이어 형상의 연결용 시어 컨넥터(40)가 복수개 돌출 구비된다.The present invention is composed of a core member 10 and the cover member 20, the core member 10 is a plate-like form having a predetermined thickness, the iron core 30 made of a mesh type inside to maintain rigidity is integral Is built into, but the iron core 30 is formed a connection end 31 is bent to protrude a predetermined length in the outward direction of the core member (10). In addition, the front and rear surfaces of the core member 10 are provided with a plurality of protruding sheath connectors 40 having a rigid shape to the outside depending on whether the cover member 20 is attached and the attachment position thereof.
여기서, 상기 코어부재(10)는 주로 고강도 콘크리트패널과 경량 콘크리트패널로 이루어지며, 상기 고강도 콘크리트패널은, 시멘트, 모래, 자갈의 적정혼합물에 물을 첨가하여 큰 강도를 얻게한 통상의 재료로 이루어지는 것으로, 그 재료의 특성상 구조적 강성이 강하고, 차음성, 내화성등이 강한 장점이 있는 것이고, 상기 경량 콘크리트패널은 상기 고강도 콘크리트패널보다 강성면에서는 부족하지만 비교적 가벼운 장점이 있는 것이다.Here, the core member 10 is mainly composed of a high-strength concrete panel and a lightweight concrete panel, the high-strength concrete panel is made of a conventional material obtained a great strength by adding water to the appropriate mixture of cement, sand, gravel In terms of the characteristics of the material, the structural rigidity is strong, and the sound insulation, fire resistance and the like has a strong advantage, the lightweight concrete panel is less in rigidity than the high-strength concrete panel is a relatively light advantage.
또한, 상기 피복부재(20)는 상기 코어부재(10)와 유사한 두께와 면적을 갖는 판상이며, 한쪽면이 상기 코어부재(10)의 연결용 시어 컨넥터(40)에 의해 접합되어져 상기 코어부재(10)의 외면에 밀착 결합되게 된다.In addition, the coating member 20 is a plate-like having a thickness and an area similar to the core member 10, one side is joined by a sheath connector 40 for connection of the core member 10 to the core member ( 10) is tightly coupled to the outer surface.
여기서, 상기 피복부재(20)는, 주로 경량 콘크리트 및 기포단열 콘크리트가 주로 이용되며, 설계조건에 따라 단열부재, 황토재등의 패널로 대체함이 가능하다. 상기 기포단열 콘크리트는, 재료의 특성상 단열 및 흡음성이 뛰어난 장점이 있고, 또한 전기배관 공사를 위한 홈파기 작업을 용이하게 할 수 있는 장점이 있는 것이다.Here, the covering member 20, mainly lightweight concrete and bubble insulation concrete is mainly used, it is possible to replace the panel with a heat insulating member, ocher material, etc. according to the design conditions. The foam insulation concrete has the advantage of excellent heat insulation and sound absorption in the characteristics of the material, and also has the advantage of facilitating the grooving work for the electrical piping construction.
즉, 상기 코어부재(10)와 피복부재(20)로 결합된 벽체패널의 경우, 전기배관을 위한 홈파기 작업은 상기 피복부재(20)를 이용하면 작업이 수월하게 이루어질 수 있게 된다.That is, in the case of the wall panel coupled with the core member 10 and the covering member 20, the grooving operation for the electrical piping can be made easier using the covering member 20.
도 3은 본 발명에 따른 샌드위치형 콘크리트 패널의 다른 실시예를 도시한 것으로, 설치장소의 요구조건에 따라 상기 코어부재(10)를 두겹으로 구성하고, 그 사이에 단열부재(50)를 삽입시킨 것을 도시한 것이다.Figure 3 shows another embodiment of the sandwich concrete panel according to the present invention, comprising the core member 10 in two layers according to the requirements of the installation site, the insulation member 50 is inserted therebetween It is shown.
즉, 상기한 제작방법에 의하여 경량 콘크리트재로된 두겹의 코어부재(10) 사이에 단열부재(50)를 삽입시켜 제작하거나, 또는 고강도 콘크리트재로된 두겹의 코어부재(10) 사이에 단열부재(50)을 삽입하여도 무방하다.That is, the insulation member 50 is inserted between the two-ply core members 10 made of lightweight concrete by the above-described manufacturing method, or the insulation member is made between the two-ply core members 10 made of high-strength concrete material. (50) may be inserted.
그리고, 도면부호 33은 완충 플레이트로서, 스프링 형상과 같이 지그재그형상으로 절곡되며, 상단이 설치장소의 천정면에 고정되고, 하단이 코어부재(10)의 상측으로 노출되는 철심(30)의 연결단부(30)에 고정되어져 완충용 마감재(80)로 채워지게 된다.Reference numeral 33 is a buffer plate, bent in a zigzag shape like a spring shape, the upper end of which is fixed to the ceiling surface of the installation place, and the lower end of the connecting end of the iron core 30 exposed to the upper side of the core member 10. It is fixed to 30 is filled with a buffer finishing material (80).
이는, 천정에서 받는 하중이 패널(P)로 직접전달되지 않고 완충 플레이트(33)에 의해 완화되도록 하여 상기 패널(P)이 하중에 의한 크랙 또는 파손이 방지되도록 하기 위한 것이다.This is to allow the load received from the ceiling to be relaxed by the buffer plate 33 instead of being transferred directly to the panel P so that the panel P is prevented from being cracked or broken due to the load.
이상에서와 같은 본 발명에 따른 샌드위치형 콘크리트 패널의 제작과정과 설치상태를 설명하면 다음과 같다.Referring to the manufacturing process and installation state of the sandwich-type concrete panel according to the present invention as described above are as follows.
본 발명에 따른 샌드위치형 콘크리트 패널을 제작하고자 하면, 먼저 통상의 콘크리트 패널 제작형태로 판상의 코어부재(10)를 형성시키되, 상기 코어부재(10)의 내부에는 망사형 철심(30)이 매설되도록 하고, 설계조건에 따라 전후방면 중 한쪽면 또는 양쪽면에 연결용 시어 컨넥터(40)가 복수개 돌출되도록 한다. 그런다음 상기 연결용 시어 컨넥터(40)가 돌출된 상기 코어부재(10)의 외면에 피복부재(20)를 구성하는 혼합재료가 굳게되면 상기 코어부재(10)와 피복부재(20)는 일체로 되어져 본 발명에 따른 샌드위치 패널(P)이 완성되는 것이다.When manufacturing a sandwich concrete panel according to the present invention, first to form a plate-like core member 10 in the form of a conventional concrete panel, so that the mesh-type iron core 30 is embedded in the core member 10 In addition, according to design conditions, a plurality of sheath connectors 40 for connection are projected on one or both sides of the front and rear sides. Then, when the mixed material constituting the coating member 20 is firmly formed on the outer surface of the core member 10 from which the sheath connector 40 protrudes, the core member 10 and the coating member 20 are integrally formed. The sandwich panel P according to the present invention is completed.
이때, 작업자는 사용장소에 따른 설계조건에 의해 코어부재(10)를 고강도 콘크리트패널 및 경량 콘크리트패널을 이용할 수 있고, 상기 피복부재(20)는 경량 콘크리트패널 및 기포단열 콘크리트패널을 사용하여 이들을 서로 부착시킬 수 있는 것이다.At this time, the operator can use the high strength concrete panel and the light weight concrete panel for the core member 10 according to the design conditions according to the use place, and the covering member 20 uses the light weight concrete panel and the foam insulation concrete panel to mutually use them. It can be attached.
즉, 설치장소가 차음성, 단열성, 내화성, 흡음성을 요구하게 되면, 고강도 콘크리트와 기포단열 콘크리트를 이용하면 되는 것이고, 이때 코어부재(10)는 고강도 콘크리트로 이루어지도록 하고, 상기 코어부재(10)의 외면에 부착되는 피복부재(20)는 기포단열 콘크리트를 이용하여 패널(P)을 제작하면 되는 것이다.That is, when the installation place requires sound insulation, heat insulation, fire resistance, sound absorption, high strength concrete and foam insulation concrete is to be used, wherein the core member 10 is made of high strength concrete, the core member 10 The cover member 20 attached to the outer surface of the panel is to produce a panel (P) using the foam insulation concrete.
여기서, 상기 패널(P)의 크기는 설계조건에 따라 블럭의 형태 또는 넓은 면적을 갖는 패널의 형태로 다양한 크기의 면적과 두께를 가질수 있도록 제작함이 가능하다.Here, the size of the panel (P) can be manufactured to have various sizes and thicknesses in the form of a block or a panel having a large area according to the design conditions.
또한, 설치장소의 지반이 약하나 설계조건에 따라 단열성 및 흡음성을 요구하게 되면, 상기 코어부재(10)를 철심(30)이 없는 경량 콘크리트 패널로 이용한 다음, 상기 코어부재(10)를 두겹으로 하고 그 사이에 단열부재(50)를 삽입시키면 요구하는 패널(P)이 제작되게 되는 것이다.In addition, if the ground of the installation place is weak, but the heat insulation and sound absorption is required according to the design conditions, the core member 10 is used as a lightweight concrete panel without the iron core 30, and then the core member 10 is doubled. Inserting the insulation member 50 in the meantime is to produce the required panel (P).
이후, 완성된 샌드위치형 콘크리트 패널을 건물등에 설치하고자 하면, 먼저 패널(P)이 큰 경우 패널이송용카트(90)로 패널(P)을 작업장소로 이동시킨후 벽체를 이루도록 수직으로 세우고, 상기 패널(P)의 하단부는 도 5에 도시된 바와같이 높이조절 가능한 매립용 조절나사(32)로 설치장소의 바닥면과 고정시키며, 상단부 즉, 상기 패널(P)의 상측으로 노출되는 철심(30)의 연결단부(31)에는 상단이 설치장소의 천정면에 고정되는 스프링 형상의 처짐방지용 완충 플레이트(33)를 고정 시킨후 이격공간을 완충용 마감재(80)로 채운다. 그런다음 또 하나의 패널(P)을 고정된 패널(P) 측면에 위치되도록 한 후 상기 패널(P)들로부터 돌출된 철심(30)의 연결단부(31)을 도 4에 도시된 바와같이 서로 용접고정시키거나 또는 접촉된 철심 연결단부(31)를 절곡시켜 서로 밀착되도록 한 다음, 고정용 스크류(60)로서 결합시킨후 마감용 레일(70)로 패널(P)과 패널(P)간의 이격공간을 밀폐시키고 그 사이에 몰탈 또는 수지재등으로된 마감재(81)를 충진시켜 패널(P)과 패널(P)을 연결시키면 설치가 완료되는 것이다.Then, if you want to install the finished sandwich-type concrete panel in a building, etc., if the panel (P) is large, first move the panel (P) to the work place with a panel transfer cart (90) and then upright to form a wall. As shown in FIG. 5, the lower end of the panel P is fixed to the bottom surface of the installation site by a height adjustable buried adjustment screw 32, and the upper core, that is, the iron core 30 exposed to the upper side of the panel P. The upper end is fixed to the spring-shaped sag-prevention buffer plate 33 is fixed to the ceiling surface of the installation place and then fill the separation space with a buffer finishing material (80). Then, another panel P is positioned on the side of the fixed panel P, and then the connecting ends 31 of the iron cores 30 protruding from the panels P are mutually as shown in FIG. 4. The welded or contacted iron core connecting end 31 is bent to be in close contact with each other, and then joined as a fixing screw 60 and then spaced apart between the panel P and the panel P by the finishing rail 70. Sealing the space and filling the finishing material 81 made of mortar or resin material therebetween to connect the panel (P) and the panel (P) is the installation is completed.
따라서, 본 발명에 따른 샌드위치형 콘크리트 패널은, 코어부재와 피복부재를 설치장소의 조건에 따라 고강도, 경량, 기포단열 콘크리트등을 적절히 이용하여 이들을 샌드위치 형상으로 부착시켜 일체로 제작하므로써, 작업자가 현장에서 간편하게 설치 및 직접적인 건식시공을 할 수 있어 작업시간을 크게 줄일수 있는 효과가 있다.Therefore, in the sandwich concrete panel according to the present invention, the core member and the covering member are appropriately made using a high strength, light weight, foam insulation concrete, etc. according to the conditions of the installation place, and the sandwich concrete panels are attached to each other in a sandwich shape, whereby the worker is on site. Easy installation and direct dry construction can greatly reduce the working time.
또한 패널과 패널, 그리고 패널과 다른 구조체와의 연결이 용이하여 설계조건에 따른 효율적인 복합벽체를 구성할 수 있는 한편, 별도의 추가재료를 사용할 필요가 없게 됨에따라 벽체두께의 최소화는 물론 설치비용을 크게 절감시킬 수 있는 효과가 있다.In addition, it is easy to connect panels with panels and other structures to construct an efficient composite wall according to design conditions, while minimizing wall thickness and installation cost by eliminating the need for additional materials. There is a significant savings effect.
Claims (4)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1019990000653A KR100319645B1 (en) | 1999-01-13 | 1999-01-13 | Sandwich type concrete pannel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1019990000653A KR100319645B1 (en) | 1999-01-13 | 1999-01-13 | Sandwich type concrete pannel |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| KR20000050637A true KR20000050637A (en) | 2000-08-05 |
| KR100319645B1 KR100319645B1 (en) | 2002-01-05 |
Family
ID=19571134
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR1019990000653A KR100319645B1 (en) | 1999-01-13 | 1999-01-13 | Sandwich type concrete pannel |
Country Status (1)
| Country | Link |
|---|---|
| KR (1) | KR100319645B1 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100720953B1 (en) * | 2005-03-23 | 2007-05-22 | 주식회사 류림스톤 | ALC Pannel with Artificiality Stone |
| KR101248780B1 (en) * | 2011-09-23 | 2013-04-03 | 황토마루(주) | Eco-friendly seismic reinforcement composition wall |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101870046B1 (en) | 2016-11-29 | 2018-06-22 | 서울시립대학교 산학협력단 | Composite joint unit using structure and insulation function united outer pannel and manufacturing method of the same |
| KR101870047B1 (en) | 2016-11-29 | 2018-06-22 | 서울시립대학교 산학협력단 | Built up type shear joint unit using structure and insulation function united outer pannel and manufacturing method of the same |
| KR102091308B1 (en) * | 2017-11-28 | 2020-03-20 | (주) 에스와이씨 | Method for installing ALC panel |
| KR102037088B1 (en) | 2017-11-28 | 2019-10-28 | (주)에스와이씨 | Structure Pannel With Insulation Function Using Structure and Insulation Function Unit |
| KR102037090B1 (en) * | 2017-11-28 | 2019-10-28 | (주)에스와이씨 | Method for installing ALC panel |
Family Cites Families (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4117639A (en) * | 1977-06-29 | 1978-10-03 | Butler Manufacturing Company | Reinforced insulated concrete building panel |
| US4276730A (en) * | 1979-07-02 | 1981-07-07 | Lewis David M | Building wall construction |
| US4888931A (en) * | 1988-12-16 | 1989-12-26 | Serge Meilleur | Insulating formwork for casting a concrete wall |
| JPH06158760A (en) * | 1992-11-19 | 1994-06-07 | Kanegafuchi Chem Ind Co Ltd | Concrete panel |
| JPH06257349A (en) * | 1993-03-04 | 1994-09-13 | Itoki Crebio Corp | Fire resistive thermal insulating wall |
| JPH0752297A (en) * | 1993-08-19 | 1995-02-28 | Tooami:Kk | Panel for building or the like |
| JP3584077B2 (en) * | 1995-02-03 | 2004-11-04 | 特許機器株式会社 | Formwork fixing stay |
| JPH09235810A (en) * | 1996-02-29 | 1997-09-09 | Kanegafuchi Chem Ind Co Ltd | Method of setting lath net to plastic foam concrete form |
-
1999
- 1999-01-13 KR KR1019990000653A patent/KR100319645B1/en not_active IP Right Cessation
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100720953B1 (en) * | 2005-03-23 | 2007-05-22 | 주식회사 류림스톤 | ALC Pannel with Artificiality Stone |
| KR101248780B1 (en) * | 2011-09-23 | 2013-04-03 | 황토마루(주) | Eco-friendly seismic reinforcement composition wall |
Also Published As
| Publication number | Publication date |
|---|---|
| KR100319645B1 (en) | 2002-01-05 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| KR100759368B1 (en) | Prefabricating permanent form unit and wall construction method using the same | |
| US20010029717A1 (en) | Composite building block with modular connective structure | |
| SK2922000A3 (en) | An improved formwork for building walls | |
| KR101182536B1 (en) | Prefabricated double wall precast concrete pannel having surface material, reinforcing rod according to the purpose | |
| KR101731493B1 (en) | Insulation and bearing panel and its manufacturing and installation method | |
| KR100717967B1 (en) | Multilayer adiabatic-soundproof block | |
| KR100319645B1 (en) | Sandwich type concrete pannel | |
| KR100420299B1 (en) | Multilayer adiabatic block and method for manufacturing the same | |
| KR100521647B1 (en) | Panel assembly for construction and wall structure thereof | |
| KR20120000702A (en) | Prefabricating permanent form unit with light weight materials and wall construction method using the same | |
| US20120036795A1 (en) | Polyhedra Building System with Composite walls | |
| KR20080084520A (en) | Alc block for having a reinforcing rod and construction method | |
| KR20180092477A (en) | Prefabricated wall with precast concrete inner and outer panel | |
| CN113187126A (en) | Evaporate and press aerated concrete slab assembled wall body | |
| KR200329054Y1 (en) | Structure of side coupling part of pc wall member with function of waterproof and pc wall member therefor | |
| KR100667108B1 (en) | Inner Wall Structure of a Building | |
| CN217268165U (en) | Prefabricated wall body of building engineering heat preservation assembled | |
| CN215802468U (en) | Partition wall in assembled building | |
| KR100504350B1 (en) | A method manufacturing of building | |
| EP2992146B1 (en) | Modular structural element having self-supporting and sustainable characteristics | |
| KR100354717B1 (en) | Prefabricated Bathroom with the Integrated Wall | |
| KR20200016423A (en) | A panel structure in which a plurality of panels are coupled to each other to form a wall, and a wall panel | |
| KR20050079383A (en) | A mold assembly apparatus for wall construction a building | |
| KR200371514Y1 (en) | Inner Wall Structure of a Building | |
| RU2030526C1 (en) | Prefabricated cast-in-situ wall |
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 | ||
| FPAY | Annual fee payment |
Payment date: 20051221 Year of fee payment: 5 |
|
| LAPS | Lapse due to unpaid annual fee |