KR101535453B1 - Stone panel for constuction - Google Patents

Stone panel for constuction Download PDF

Info

Publication number
KR101535453B1
KR101535453B1 KR1020130011790A KR20130011790A KR101535453B1 KR 101535453 B1 KR101535453 B1 KR 101535453B1 KR 1020130011790 A KR1020130011790 A KR 1020130011790A KR 20130011790 A KR20130011790 A KR 20130011790A KR 101535453 B1 KR101535453 B1 KR 101535453B1
Authority
KR
South Korea
Prior art keywords
slab
stone panel
stone
grooves
thickness
Prior art date
Application number
KR1020130011790A
Other languages
Korean (ko)
Other versions
KR20140099371A (en
Inventor
서인섭
Original Assignee
서인섭
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 서인섭 filed Critical 서인섭
Priority to KR1020130011790A priority Critical patent/KR101535453B1/en
Publication of KR20140099371A publication Critical patent/KR20140099371A/en
Application granted granted Critical
Publication of KR101535453B1 publication Critical patent/KR101535453B1/en

Links

Images

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
    • E04C2/04—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
    • 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
    • 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
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/38—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
    • E04F13/16—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements of fibres or chips, e.g. bonded with synthetic resins, or with an outer layer of fibres or chips

Abstract

본 발명은 온도에 영향받지 않아 변형되지 않고, 화재에 강하며, 최소 두께로 제조할 수 있는 건축용 석재 패널; 인접 시공되는 다른 석재 패널과의 접속에 이용하는 암수 접속부를 가지면서도 박형화를 구현할 수 있는 석재 패널을 제공하려는 것으로서, 두께 3∼10mm인 석판의 이면에 화이버-알루미늄-화이버로 이뤄진 얇은 두께의 복합 화이버를 접합한 건축용 석재 패널; 얇은 석판의 측면에 그 길이방향으로 협폭의 곧은 홈을 내고, 이들 홈 중에서 선택된 2면의 홈에 얇은 합성수지제 접속편을 억지로 끼워서 인접하게 시공할 다른 석재 패널의 홈에 끼워 접속토록 한 건축용 석재 패널을 특징으로 한다. The present invention relates to a building stone panel which is not deformed without being affected by temperature, is resistant to fire, and can be manufactured to a minimum thickness; The present invention provides a stone panel capable of realizing thinning while having male and female connection portions used for connection with other stone panels installed adjacent to each other. A thin fiber composite fiber made of fiber-aluminum-fiber on the back surface of a slab having a thickness of 3 to 10 mm Bonded stone panel; And a thin synthetic resin connecting piece is forcedly inserted into the grooves of the two selected surfaces of these grooves so as to be connected to the grooves of other stone panels to be adjacent to the construction, .

Description

건축용 석재 패널{STONE PANEL FOR CONSTUCTION}STONE PANEL FOR CONSTUCTION

본 발명은 벽재, 바닥재로 손색이 없는 경량 박형 석재 패널에 관한 것이다.The present invention relates to a lightweight thin type stone panel which is inexpensive as a wall material and a floor material.

건축물의 내·외장재로 널리 쓰이는 석판은 건축법 관련 규정상 두께 20mm 이상이어야 한다. 크기에 따라 경중의 차이는 있으나 두께가 20mm 이상이라 무겁기 때문에 가공, 운반, 시공에 상당한 어려움이 따르고, 고가품이라서 파손 시 경제적 손실도 크다. Slabs used widely as interior and exterior materials of buildings shall be not less than 20mm in thickness according to the provisions of Building Act. Though there is a difference in the weight depending on the size, since it is more than 20mm in thickness, it is difficult to process, transport, and construction.

이런 단점을 극복하고자 제안된 것이 석재 패널이다. 통상의 석재 패널은 건축물 기준치 보다도 얇은 석판을 표면재로 하고, 석판의 기준 두께를 밑도는 부분에 상응하는 강도를 보완하기 위한 방안으로 석판의 이면에 보강판을 접합한 것이다.Stone panels are proposed to overcome these drawbacks. Conventional stone panels are made by joining a reinforcing plate to the back surface of a slab as a way to complement the strength corresponding to the portion below the reference thickness of the slab, with the slab thinner than the building standard value.

공개특허공보 제2011-40205호는 석판의 이면에 셀 구조의 합성수지 보강판을 접합한 패널이다. 석재와 합성수지는 물성이 다르고, 온도에 둔한 석재와는 달리 합성수지는 온도에 민감하여 계절 변화에 따라 수축과 팽창이 반복된다. 석판이 너무 얇으면 합성수지 보강판의 수축/팽창을 이기지 못해 휘어지고, 보강판의 수축과 팽창이 심해 이를 따라가지 못하면 석판이 깨지고 만다. 그러기 때문에 석판의 두께를 얇게 하는 데는 한계가 있다. 석판이 너무 두꺼워서 보강판의 변화가 수용되지 못하면 접합부에 균열이 발생하고, 심하면 떨어진다. 합성수지 보강판이 화재에 취약한 것도 단점이다.Japanese Laid-Open Patent Publication No. 2011-40205 discloses a panel in which a synthetic resin reinforcing plate of a cell structure is joined to the back surface of a slab. Stone and synthetic resin have different physical properties. Unlike stones that are dull of temperature, synthetic resin is sensitive to temperature, so that it shrinks and expands with seasonal changes. If the slab is too thin, it will not be able to overcome the shrinkage / expansion of the synthetic resin reinforcing plate and be warped. If the shrinkage and expansion of the reinforcing plate are severe, the slab will be broken. Therefore, there is a limit to thinning the slab thickness. If the slab is too thick to accommodate changes in the stiffening plate, cracks will occur in the joints, and severe deformation will occur. Another drawback is that synthetic resin reinforced plates are vulnerable to fire.

특허 제1088419호는 두께 2∼40mm의 석판 이면에 암수 접속구조가 주어진 경량판을 접합한 석재 패널에 관한 것인 데, 석판의 두께가 광범위하여 경량 석재 패널의 구현과는 거리가 멀다. 그리고 경량판의 측면에 인접 시공되는 다른 석재 패널과의 접속을 위한 암수 접속구조가 주어지니 경량판은 두껍지 아니하면 아니되므로 석재 패널의 두께 증가는 당연하고, 때문에 석재 패널의 박형화 구현에는 어느 정도 제약이 따를 수밖에 없다.Patent No. 1088419 relates to a stone panel bonded with a lightweight plate having a thickness of 2 to 40 mm and a back side of which is given a male and female connection structure. The thickness of the slab is wide and is far from the implementation of the lightweight stone panel. In addition, since the light weight plate is not thick, it is natural to increase the thickness of the stone panel because there is a male and female connection structure for connection with other stone panels installed adjacent to the side surface of the lightweight plate. Therefore, I have to follow this.

공개특허공보 제2012-105406호는 석판의 이면에 섬유집합체가 매입된 합성수지로 표면을 보강한 발포시멘트 패널을 접합한 석재 패널에 관한 것인 데, 발포시멘트 패널의 제조난이도가 높고, 상당히 두텁기 때문에 박형 석재 패널과는 거리가 너무 멀다. 섬유집합체가 매입된 합성수지제 표면 보강층은 화재에 취약하고, 석판과의 물성이 달라 상기 공개특허공보 제2011-40205호와 같은 단점에서 자유롭지 못하다.Open Patent Publication No. 2012-105406 relates to a stone panel to which a foamed cement panel having a surface reinforced by a synthetic resin embedded in a fibrous aggregate is attached to the back of a slab. Since the foamed cement panel has a high manufacturing difficulty and is extremely thick It is too far from a thin stone panel. The synthetic resin surface-reinforced layer in which the fiber aggregate is embedded is vulnerable to fire, and the physical properties of the resin are different from that of the slab, which is not free from disadvantages such as the above-mentioned Patent Publication No. 2011-40205.

한편, 상기 선행기술을 포함한 종래의 석재 패널에서 석판의 측면에 다른 석재 패널과의 접속에 이용할 암수 접속부를 부여하려면 두께가 적어도 12mm는 되어야 하는 데, 그리하면 석판 자체의 경량화는 요원하다. 결국 석재 패널의 두꺼운 보강판에 암수 접속부를 둬야 하지만 보강판의 두께가 석재 패널의 두께를 늘리는 꼴이라 석재 패널의 박형화와 거리가 멀다. On the other hand, in the conventional stone panel including the above-mentioned prior art, it is necessary to have a thickness of at least 12 mm in order to provide the male and female connection parts for connection with other stone panels on the sides of the slabs. As a result, it is necessary to put the male and female connections on the thick reinforcing plate of the stone panel, but the thickness of the reinforcing plate does not increase the thickness of the stone panel, which is far from the thinning of the stone panel.

이런 점에서, 건축용 내·외장용 벽재나 바닥재로서 두꺼운 석재에 전혀 손색이 없으면서도 기존 경량 석재 패널이 안고 있는 문제점이 해소된 새로운 구조의 석재 패널이 필요하며, 나아가 암수 접속부를 가지면서도 박형화를 구현할 수 있는 석재 패널도 필요하다. In this respect, it is necessary to have a new structure of stone panel which has no problem with thick stone as a wall material or flooring material for interior and exterior use for construction, but it is solved the problem of existing lightweight stone panel. Furthermore, A stone panel is also needed.

본 발명은 온도에 영향받지 않아 변형되지 않고, 화재에 강하며, 최소 두께로 제조할 수 있는 건축용 석재 패널을 제공하려는 것이다.The present invention is to provide a building stone panel that is not deformed without being affected by temperature, is resistant to fire, and can be manufactured to a minimum thickness.

본 발명의 다른 목적은 인접 시공되는 다른 석재 패널과의 접속에 이용하는 암수 접속부를 가지면서도 박형화를 구현할 수 있는 석재 패널을 제공하는 것이다. It is another object of the present invention to provide a stone panel which can be thinned while having male and female connection parts used for connection with other stone panels which are adjacent to each other.

상기 제1 과제는, 두께 3∼10mm인 석판의 이면에 화이버-알루미늄-화이버로 이뤄진 얇은 두께의 복합 화이버를 접합한 건축용 석재 패널로 달성할 수 있다. The first problem can be attained by a building stone panel in which a thin fiber composite fiber made of fiber-aluminum-fiber is bonded to the back surface of a slab having a thickness of 3 to 10 mm.

상기 제2 과제는 제1 과제 달성에 필요한 석재 패널로서 얇은 석판의 측면에 그 길이방향으로 협폭의 곧은 홈을 내고, 이들 홈 중에서 선택된 2면의 홈에 얇은 합성수지제 접속편을 억지로 끼워서 인접하게 시공할 다른 석재 패널의 홈에 끼워 접속토록 한 건축용 석재 패널로 달성할 수 있다. The second problem is to provide a stone panel necessary for achieving the first problem by forming narrow narrow grooves in the longitudinal direction on the side of a thin slab and forcing the thin synthetic resin connection pieces into the grooves of two surfaces selected from these grooves, Can be accomplished with a building stone panel which is connected to a groove of another stone panel to be connected.

석판의 저면에 화이버가 접합된 돌침대용 석판은 건축용 내외장재로서의 석재(두께 20mm)에 비해 얇지만 부족한 두께분의 강도가 복합 화이버로 보강되기에 충분하므로 석판의 원가부담이 크게 덜어지고 가벼워서 제조장에서의 취급과 완성된 돌침대의 운반이 아주 용이해진다.The slab for stone bed with the fiber-bonded bottom of the slab is thinner than the stone (thickness 20mm) as the interior and exterior materials for construction, but the strength of the short thickness is enough to be reinforced by the composite fiber. Therefore, the cost of the slab is greatly reduced and light, Handling and transportation of completed stone bed becomes very easy.

또, 석판의 측면에 주어진 홈과, 선택된 홈에 결합된 합성수지제 접속편으로 이뤄지는 접속부는 석재 패널의 두께를 늘리지 않고도 암수 접속부를 부여할 수 있다.In addition, the connection provided by the grooves provided on the sides of the slab and the synthetic resin connecting pieces coupled to the selected grooves can provide the male and female connection portions without increasing the thickness of the stone panel.

도 1은 석판의 저면에 에폭시로 복합 화이버가 접합된 석재 패널의 예시도
도 2는 가로면과 세로면에 접속홈이 부여된 석판과, 합성수지제 접 속편의 분해도
도 3은 접속편이 결합된 석재 패널의 조립도
도 4는 석재 패널에서 선택된 측면의 홈에 지그재그상으로 합성수지제 접속 편이 조립된 경우의 예시도
도 5는 도 4의 평면도1 shows an example of a stone panel to which an epoxy composite fiber is bonded to the bottom of a slab;
FIG. 2 is a perspective view of a slab to which connection grooves are provided on the horizontal and vertical surfaces,
Fig. 3 is an assembled view of a stone panel to which a connecting piece is coupled
Fig. 4 is an example of a case where a synthetic resin connecting piece is assembled in a zigzag shape in a groove on a side surface selected from a stone panel
Fig. 5 is a plan view of Fig. 4

도 1에서, 석재 패널은 석판(1)과 복합 화이버(3)를 근간으로 한다.In Fig. 1, the stone panel is based on the slab 1 and the composite fiber 3.

석판(1)은 두께가 3∼10mm이다. 이는 기존의 건축용 내외장로 사용해 온 석재 규격인 두께 20mm의 절반 이하에 해당한다.The slab 1 has a thickness of 3 to 10 mm. This corresponds to less than half of the thickness of 20mm, which is the standard of the stone used in the interior and exterior elderly buildings.

두께 10mm 이하의 석판(1)은 20mm 두께의 석판에 비해 강도가 낮을 것은 당연하다. 이처럼 얇은 석판(1)을 건축용 내외장재로 사용하면 무리이다. 그러므로 얇아진 삭판의 두께에 상응하는 부족한 강도를 보강해야 한다.It is a matter of course that the slab 1 having a thickness of 10 mm or less has a lower strength than a slab having a thickness of 20 mm. The use of such thin slabs (1) as building interior and exterior materials is unreasonable. Therefore, it is necessary to reinforce deficient strength corresponding to the thickness of the thinned plate.

석판(1)의 저면에 복합 화이버(3)를 접합한 것은 이런 이유에서다. 복합 화이버(2)는 알루미늄 박판의 양면에 화이버를 접합한 것으로, 두께는 0.6mm에 불과할 정도로 아주 얇지만 강도가 아주 높아 석재 패널의 강도를 높이는데 제격이며, 열에도 강해 계절 변화에도 석재 패널은 온전한 상태로 유지된다. It is for this reason that the composite fiber 3 is bonded to the bottom surface of the slab 1. Composite fiber (2) is made by bonding fiber to both sides of aluminum sheet. Its thickness is only 0.6mm, but its thickness is very thin, but its strength is very high and it is very strong to increase strength of stone panel. It remains intact.

이처럼 얇은 두께의 복합 화이버(3)가 석판(1)에 접합되어도 석재 패널의 두께는 거의 변하지 않아 석재 패널의 박형화에 큰 도움이 된다.Even if the composite fiber 3 having such a thin thickness is bonded to the slab 1, the thickness of the slab does not substantially change, which contributes to the thinning of the stone panel.

석판(1)과 복합 화이버(3)는 에폭시(2)로 접합한다. The slab (1) and the composite fiber (3) are joined with an epoxy (2).

저면에 복합 화이버(3)가 접합된 석판(1)은 가로, 세로로 접속할 수 있다. 도 2 이하는 이런 경우에 대비한 것으로, 두께 8∼10mm의 직각사각형 석판(1)에서 가로면과 세로면에 절삭장치로 홈(4)(5)을 삭성한다. 홈(4)(5)의 상하폭은 1.5mm, 깊이는 5mm면 충분하다.The slabs 1 to which the composite fibers 3 are bonded on the bottom surface can be connected horizontally and vertically. 2 and below are prepared for this case, in which the grooves 4 and 5 are cut by a cutting device on the horizontal and vertical surfaces in a rectangular square slab 1 having a thickness of 8 to 10 mm. The upper and lower widths of the grooves 4 and 5 are 1.5 mm and the depth is 5 mm.

합성수지제 접속편(6)(7)은 상기 홈(4)(5)에 억지로 끼우는 것만으로 결합상태가 유지될 정도의 두께이며, 폭은 홈(4)(5)의 2배로 하여 폭의 절반은 해당 석재 패널의 홈에 끼워지고 남은 부분은 인접하게 시공되는 다른 석재 패널의 홈에 끼워져서 접속상태가 유지될 수 있게 한다.The synthetic resin connecting pieces 6 and 7 are thick enough to be held in the engaged state only by forcibly inserting into the grooves 4 and 5 and have a width twice as large as the grooves 4 and 5, Is inserted into the groove of the stone panel and the remaining portion is fitted into the groove of another adjacent stone panel to allow the connection state to be maintained.

합성수지제 접속편(6)(7)은 압출 또는 사출이 가능해 장척으로 제조하기 쉽고, 석판(1)의 규격에 맞게 절단하기도 수월하며, 인장강도도 높다.The synthetic resin connecting pieces 6 and 7 can be easily extruded or extruded so that they can be easily manufactured in a lengthy manner and can be easily cut according to the standard of the slab 1 and have high tensile strength.

도 4 및 도 5는 동일한 길이의 접속편(6,6a)(7,7a)을 그 길이와 같은 간격을 두고 반대편의 것끼리 지그재그상이 되도록 홈(4)(5)에 끼워서 인접하게 시공되는 다른 석재 패널의 접속편간 공간(8,8a)(9,9a)을 통하여 접속편이 끼워지고 남은 부분의 홈(4)(5)에 접속되도록 한 것이다. Fig. 4 and Fig. 5 show a state in which the connecting pieces 6, 6a, 7, 7a of the same length are inserted into the grooves 4, 5 so as to be staggered with each other, (9, 9a) of the stone panel to be connected to the grooves (4), (5) of the remaining part.

선시공되는 석재 패널의 접속편(6)과 그 방향으로 후속 시공되는 다른 석재 패널의 접속편(6a), 선시공되는 석재 패널의 접속편(7)과 그 방향으로 후속시공되는 또 다른 석재 패널의 접속편(7a)은 선후 시공 석재 패널끼리 접속면이 일치하도록 시공할 때 서로 엇갈리게 접속되어 석재 패널이 측면 방향으로 움직일 수 없게 가둔다. 다시 말해, 접속상태가 돈독해지는 것이다. A connection piece 6 of a stone panel to be visually inspected and a connection piece 6a of another stone panel to be subsequently installed in the direction thereof, a connection piece 7 of a stone panel to be caught, and a connection of another stone panel The pieces 7a are staggeredly connected to each other when they are constructed so that the connection surfaces of the post-construction stone panels are aligned with each other, so that the stone panel can not move in the lateral direction. In other words, the connection is getting better.

이 변경실시예는 상기한 암수접속구 접합형 석판에 원용해도 동등한 실시효과를 거둘 수 있다.This modified embodiment can achieve the same effect as the rounding of the male and female connection plates.

1: 석판
2: 에폭시
3: 복합 화이버
4,5: 홈
6,6a,7,7a: 접속편1: slab
2: Epoxy
3: Composite fiber
4,5: Home
6,6a, 7,7a: connection

Claims (3)

두께 3∼10mm의 석판 이면에 알루미늄 박판의 양면에 화이버가 접합된 복합 화이버를 에폭시로 접합하고, 상기 석판의 가로면과 세로면에 홈을 내고, 그 홈 중에서 선택된 2면의 홈에 합성수지제 접속편을 끼워 붙여 형성하되,
상기 접속편은 그 길이와 같은 간격을 두고 상기 석판의 선택된 2면의 홈에 서로 지그재그상이 되도록 끼워서 인접하게 시공되는 다른 석재 패널의 접속편간 공간을 통하여 접속편이 끼워지고 남은 부분의 홈에 접속되도록 한 것을 특징으로 하는 건축용 석재 패널.A composite fiber having fibers bonded to both surfaces of an aluminum foil sheet is bonded to the back surface of a slab having a thickness of 3 to 10 mm by epoxy bonding, grooves are formed on the transverse and longitudinal surfaces of the slab, And then,
The connecting pieces are sandwiched in the grooves of the two selected surfaces of the slab at the same interval as the length of the connecting pieces so that the connecting pieces are sandwiched through the connecting interlabial spaces of the adjacent stone panels to be connected to the grooves of the remaining portions A building stone panel characterized by the fact that 삭제delete 삭제delete
KR1020130011790A 2013-02-01 2013-02-01 Stone panel for constuction KR101535453B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020130011790A KR101535453B1 (en) 2013-02-01 2013-02-01 Stone panel for constuction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020130011790A KR101535453B1 (en) 2013-02-01 2013-02-01 Stone panel for constuction

Publications (2)

Publication Number Publication Date
KR20140099371A KR20140099371A (en) 2014-08-12
KR101535453B1 true KR101535453B1 (en) 2015-07-14

Family

ID=51745717

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020130011790A KR101535453B1 (en) 2013-02-01 2013-02-01 Stone panel for constuction

Country Status (1)

Country Link
KR (1) KR101535453B1 (en)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20000019092U (en) * 1999-04-02 2000-11-06 서인석 Stone panel
JP2008261179A (en) * 2007-04-13 2008-10-30 Artrock:Kk Tile panel and connecting member for the same
KR20110065628A (en) * 2009-12-10 2011-06-16 (주)엘지하우시스 Stone complex panel and internal and external structure for construction using the stone complex panel
KR101203123B1 (en) * 2012-01-31 2012-11-21 주식회사 성일 Smc marble

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20000019092U (en) * 1999-04-02 2000-11-06 서인석 Stone panel
JP2008261179A (en) * 2007-04-13 2008-10-30 Artrock:Kk Tile panel and connecting member for the same
KR20110065628A (en) * 2009-12-10 2011-06-16 (주)엘지하우시스 Stone complex panel and internal and external structure for construction using the stone complex panel
KR101203123B1 (en) * 2012-01-31 2012-11-21 주식회사 성일 Smc marble

Also Published As

Publication number Publication date
KR20140099371A (en) 2014-08-12

Similar Documents

Publication Publication Date Title
EP3040497B1 (en) Antiseismic masonry infill
WO2010071398A1 (en) Nail-plated composite structural system
KR101441515B1 (en) Precast concrete slab of Inver-Teed Rib
KR101551256B1 (en) A Insulation Block System which can be Easily Dry-Finished and Construction Method for Reinforced Concrete wall thereby
CA2958987A1 (en) Building exterior insulation structure
US9890531B2 (en) Modular building system with adhesive-joined spline connections between wall sections
US20060260268A1 (en) Fire resistant panel with structural inserts
WO2012093981A1 (en) Thermal and sound insulated structural member
US9580905B2 (en) Insulating panels made of stone wool, and concrete wall provided with such panels
KR101308053B1 (en) Precast Concrete Column Connecting Structure Using The Low Bending Moment Zone
KR200387066Y1 (en) Honeycomb structured flooring material for under-floor heating system
KR101535453B1 (en) Stone panel for constuction
JP5928781B2 (en) Formwork panel and construction structure of concrete wall
JP5825591B2 (en) Formwork combined panel and concrete wall construction structure
CN104563485B (en) Building formwork system
WO2011114301A2 (en) Partition building block and method of use
KR101679321B1 (en) Mold form using adiabatic material panel
KR101308055B1 (en) Precast Concrete Column Connecting Structure Using The Low Bending Moment Zone
KR20130055945A (en) The insulation complex panel with structural wood and the construct method of wall therewith
KR100878587B1 (en) A board for water tank
CN211622094U (en) Composite construction assembled corner side fascia
CN216405828U (en) Assembled basalt fiber partition plate
EP2314779A1 (en) Laminated insulating panel, use of such an insulating panel and method for arranging such an insulating panel
RU2723774C2 (en) Insulating layer for complex heat insulation system and complex heat insulation system
AU2010100615A4 (en) Building panel

Legal Events

Date Code Title Description
A201 Request for examination
E902 Notification of reason for refusal
E90F Notification of reason for final refusal
E701 Decision to grant or registration of patent right
N231 Notification of change of applicant
GRNT Written decision to grant
LAPS Lapse due to unpaid annual fee