KR200361541Y1 - Doubled-wall structure completed by prefabbing panels - Google Patents
Doubled-wall structure completed by prefabbing panels Download PDFInfo
- Publication number
- KR200361541Y1 KR200361541Y1 KR20-2004-0018361U KR20040018361U KR200361541Y1 KR 200361541 Y1 KR200361541 Y1 KR 200361541Y1 KR 20040018361 U KR20040018361 U KR 20040018361U KR 200361541 Y1 KR200361541 Y1 KR 200361541Y1
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- South Korea
- Prior art keywords
- panel
- fixed
- double wall
- wall structure
- underground
- Prior art date
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- 238000000465 moulding Methods 0.000 claims abstract description 19
- 239000000463 material Substances 0.000 claims description 12
- 238000000034 method Methods 0.000 claims description 7
- 239000003566 sealing material Substances 0.000 claims description 4
- 238000009423 ventilation Methods 0.000 claims description 3
- 230000005494 condensation Effects 0.000 abstract description 10
- 238000009833 condensation Methods 0.000 abstract description 10
- 238000010276 construction Methods 0.000 abstract description 5
- 238000005516 engineering process Methods 0.000 abstract description 2
- 238000004078 waterproofing Methods 0.000 abstract description 2
- 239000011449 brick Substances 0.000 description 3
- 239000004568 cement Substances 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 229910052710 silicon Inorganic materials 0.000 description 2
- 239000010703 silicon Substances 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 229920002678 cellulose Polymers 0.000 description 1
- 239000001913 cellulose Substances 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 229910052602 gypsum Inorganic materials 0.000 description 1
- 239000010440 gypsum Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
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
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/70—Drying or keeping dry, e.g. by air vents
- E04B1/7069—Drying or keeping dry, e.g. by air vents by ventilating
- E04B1/7076—Air vents for walls
-
- 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
- E04B2/72—Non-load-bearing walls of elements of relatively thin form with respect to the thickness of the wall
- E04B2/721—Non-load-bearing walls of elements of relatively thin form with respect to the thickness of the wall connections specially adapted therefor
-
- 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
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/82—Removable non-load-bearing partitions; Partitions with a free upper edge characterised by the manner in which edges are connected to the building; Means therefor; Special details of easily-removable partitions as far as related to the connection with other parts of the building
- E04B2/825—Removable non-load-bearing partitions; Partitions with a free upper edge characterised by the manner in which edges are connected to the building; Means therefor; Special details of easily-removable partitions as far as related to the connection with other parts of the building the connection between the floor and the ceiling being achieved without any restraining forces acting in the plane of the partition
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/02—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
-
- 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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/64—Insulation or other protection; Elements or use of specified material therefor for making damp-proof; Protection against corrosion
- E04B1/644—Damp-proof courses
-
- 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
- E04F13/0801—Separate fastening elements
- E04F13/0832—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements
- E04F13/0833—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements not adjustable
- E04F13/0841—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements not adjustable the fastening elements engaging the outer surface of the covering elements, not extending through the covering
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
본 고안은 패널 조립식 지하 이중벽 구조에 관한 것으로, 더욱 상세하게는 방수하자나 결로등을 방지하기 위한 지하 이중벽 구조로서 조립식으로 이중벽을 설치할 수 있도록 하여 시공상 편의를 도모한 패널 조립식 지하 이중벽 구조에 관한 것이다.The present invention relates to a panel-assembled underground double wall structure, and more particularly, to a panel-assembled underground double wall structure that can be installed prefabricated as a double-wall underground structure to prevent waterproofing and condensation. .
본 고안의 패널 조립식 지하 이중벽 구조는 콘크리트벽, 수직재, 하부걸레받이, 상부고정몰딩 및 패널을 주구성요소로 하고, 여기에 연결브라켓을 더 포함하여 구성할 수 있다.Panel prefabricated underground double wall structure of the present invention has a concrete wall, a vertical member, a lower base, top fixing molding and the panel as a main component, it can be configured to further include a connection bracket.
본 고안의 패널 조립식 지하 이중벽 구조를 따르면, 패널을 조립식으로 설치하여 이중벽을 완성할 수 있게 되어 시공이 간편해지고, 숙련된 기술을 요하지 않고도 지하 이중벽을 용이하게 시공할 수 있게 되며, 국부적인 하자가 발생하는 경우 하자발생부위의 패널만 교체할 수 있으므로 용이한 하자처리를 기대할 수 있다.According to the panel-fabricated underground double wall structure of the present invention, the panel can be installed in a prefabricated manner to complete the double wall, thereby simplifying the construction, and the construction of the underground double wall can be easily performed without the need for skilled technology. In case of occurrence, it is possible to replace only the panel of the faulty part, so it is expected to be easily troubled.
Description
본 고안은 패널 조립식 지하 이중벽 구조에 관한 것으로, 더욱 상세하게는 방수하자나 결로등을 방지하기 위한 지하 이중벽 구조로서 조립식으로 이중벽을 설치할 수 있도록 하여 시공상 편의를 도모한 패널 조립식 지하 이중벽 구조에 관한 것이다.The present invention relates to a panel-assembled underground double wall structure, and more particularly, to a panel-assembled underground double wall structure that can be installed prefabricated as a double-wall underground structure to prevent waterproofing and condensation. .
건축물의 지하층은 보통 습도가 높고 지하 콘크리트벽은 온도가 낮은 흙이나 물과 접하고 있기 때문에 지하 콘크리트벽에는 결로가 생기기 쉬우므로, 이를 방지하기 위해 이중벽으로 설계된다. 즉, 벽에 생기는 결로를 처리하기 위하여 통상 지하 벽의 내부 쪽에 벽돌이나 시멘트 블록으로 이중벽을 쌓아 눈에 보이지 않도록 차폐시키고 발생한 결로는 배수구로 유도하여 처리한다.Since the basement of the building is usually high in humidity and the underground concrete wall is in contact with low temperature soil or water, condensation is likely to occur in the underground concrete wall, so it is designed as a double wall to prevent this. That is, in order to deal with condensation on the wall, a double wall is usually stacked with bricks or cement blocks on the inner side of the basement wall to shield it from being visible, and the condensation generated is guided and treated by a drain.
종래의 지하 이중벽 구조는 ①지하 콘크리트벽이 완성되면 콘크리트벽에서 일정간격을 띄워 방수턱을 설치하고 ②상기 방수턱 위에 주로 벽돌이나 블록 또는 경량패널(ALC) 등을 쌓고 미장하는 방법으로 완성하였다. 그러나, 상기와 같은 조적식으로 지하 이중벽을 설치하는 방법은 조적공이 하나하나 차례로 벽돌이나 블록 등을 쌓는 공정이 필요하여 그만큼 작업량이 많고 공기가 늘어나며 숙련공이 필요하다는 단점이 있다. 또한 공사 후 이중벽에 국부적으로 하자가 발생하는 경우 그 처리가 어렵다는 문제가 있다.Conventional underground double wall structure ① When the underground concrete wall is completed, a certain distance from the concrete wall is installed to install a waterproof jaw ② Completed by laying and plastering mainly bricks, blocks or lightweight panels (ALC) on the waterproof jaw. However, the method of installing the underground double wall in the masonry as described above has the disadvantage that the masonry requires a process of stacking bricks or blocks one by one, thus increasing the amount of work, increasing the air, and requiring skilled workers. In addition, there is a problem that the treatment is difficult if a local defect occurs in the double wall after construction.
이에, 본 고안자는 조립식으로 이중벽을 설치할 수 있게 하여 시공이 간편하고 작업성이 우수하며 하자발생시 그 처리가 용이한 패널 조립식 지하 이중벽 구조를 개발하게 되었다.Thus, the present inventors have been able to install a double wall as a prefabricated, easy to construct, excellent workability, and developed a panel-assembled underground double wall structure that is easy to handle in the event of a fault.
본 고안은 상기 문제를 개선하기 위하여 안출된 것으로서, 패널을 조립식으로 설치하여 이중벽을 완성할 수 있도록 하여 시공이 간편하면서 국부적인 하자발생시 그 처리가 용이한 패널 조립식 지하 이중벽 구조를 제공함에 그 목적이 있다.The present invention was devised to improve the above problems, and the purpose of the panel is to provide a panel-mounted basement double wall structure that can be easily installed and easy to handle in case of local defect by installing the panel in a prefabricated manner. have.
도 1은 본 고안인 패널 조립식 지하 이중벽 구조의 일실시예의 수직단면도 및 부분상세도이다.1 is a vertical cross-sectional view and a partial detailed view of an embodiment of the panel assembly underground double wall structure of the present invention.
도 2는 본 고안의 패널 조립식 지하 이중벽 구조의 일실시예의 수평단면도 및 부분상세도이다.2 is a horizontal cross-sectional view and a partial detailed view of an embodiment of the panel-fabricated underground double wall structure of the present invention.
도 3는 하부걸레받이의 실시예의 사시도이다.3 is a perspective view of an embodiment of a lower base.
도 4은 상부고정몰딩의 실시예의 사시도이다.4 is a perspective view of an embodiment of the upper fixing molding.
도 5는 연결브라켓의 실시예의 사시도이다.5 is a perspective view of an embodiment of a connecting bracket.
<도면의 주요부호에 대한 설명><Description of Major Symbols in Drawing>
10: 콘크리트벽 20: 수직재10: concrete wall 20: vertical material
30: 하부걸레받이 40; 상부고정몰딩30: lower base 40; Top Fixed Molding
50: 패널 60: 연결브라켓50: panel 60: connection bracket
70: 실링재70: sealing material
본 고안의 패널 조립식 지하 이중벽 구조는 지하 콘크리트벽; 상기 콘크리트벽으로부터 이격되어 천장면과 바닥면에 고정 설치되는 다수개의 수직재; 상기 다수개의 수직재 하단부에 바닥면과 접하여 수평으로 고정 설치되는 것으로, 수직재에 고정되는 고정부와 상기 고정부 상단에 홈으로 형성되는 안착부를 포함하는 하부걸레받이; 상기 다수개의 수직재 상단부에 천장면과 접하여 수평으로 고정 설치되는 것으로, 수직재에 고정되는 고정부와 상기 고정부 하단에 홈으로 형성되는 안착부를 포함하는 상부고정몰딩; 및, 하단부는 상기 하부걸레받이의 안착부에 끼워지고 상단부는 상기 상부고정몰딩에 끼워짐으로써 콘크리트벽과 평행하게 설치되는 다수개의 패널;을 포함하여 구성된다. 또한, 상기 하부걸레받이와 상부고정몰딩 사이에 수평 또는 수직으로 배치되어 다수개의 수직재에 고정·설치되는 것으로, 패널이 끼움결합할 수 있도록 단면이 H형상을 갖는 연결 브라켓를 더 포함하여 구성될 수 있다.Panel-fabricated underground double wall structure of the present invention is an underground concrete wall; A plurality of vertical members spaced apart from the concrete wall and fixed to the ceiling surface and the bottom surface; A lower baseboard which is installed horizontally in contact with a bottom surface of the plurality of vertical members and includes a fixing part fixed to the vertical material and a seating part formed as a groove on an upper part of the fixing part; An upper fixing molding which is horizontally fixed to the upper surface of the plurality of vertical members in contact with a ceiling surface and includes a fixing part fixed to the vertical material and a seating part formed as a groove in the lower end of the fixing part; And, the lower end is fitted to the seating portion of the lower base, and the upper end is fitted to the upper fixed molding by a plurality of panels installed in parallel with the concrete wall. In addition, it is arranged horizontally or vertically between the lower baseboard and the upper fixing molding to be fixed and installed on a plurality of vertical materials, it may be configured to further include a connection bracket having an H-shaped cross section so that the panel can be fitted. .
이하, 도면을 참조하여 본 고안을 상세히 설명한다.Hereinafter, the present invention will be described in detail with reference to the drawings.
도 1은 본 고안인 패널 조립식 지하 이중벽 구조의 일실시예의 수직단면도 및 부분상세도이고, 도 2는 본 고안의 패널 조립식 지하 이중벽 구조의 일실시예의 수평단면도 및 부분상세도이며, 도 3 내지 도 5는 각각 하부걸레받이, 상부고정몰딩 및 연결 브라켓의 실시예의 사시도로써, 본 고안의 패널 조립식 지하 이중벽 구조는 방수하자나 결로를 방지하기 위해 설치되는 지하 이중벽 구조로 콘크리트벽(10), 수직재(20), 하부걸레받이(30), 상부고정몰딩(40) 및 패널(50)를 주 구성요소로 하고, 여기에 더 연결브라켓(60)을 포함하여 구성될 수 있다.1 is a vertical cross-sectional view and a partial detailed view of an embodiment of the panel assembled underground double wall structure of the present invention, Figure 2 is a horizontal cross-sectional view and a partial detailed view of an embodiment of the panel assembled underground double wall structure of the present invention, Figures 3 to Figure 5 is a perspective view of an embodiment of the lower base plate, the upper fixing molding and the connecting bracket, respectively, the panel-fabricated underground double wall structure of the present invention is a concrete double wall structure, a vertical wall (20), which is installed to prevent water condensation or condensation. ), The lower base plate 30, the upper fixed molding 40 and the panel 50 as a main component, it may be configured to further include a connection bracket 60.
수직재(20)는 콘크리트벽(10)으로부터 이격되어 바닥면(11)과 천장면(12)에 고정·설치되는 것으로 후술하는 하부걸레받이(30) 및 상부고정몰딩(40)을 고정시키기 위한 기둥프레임 역할을 한다. 상기 수직재(20)는 지하 콘크리트벽(10)에서 생긴 결로가 빠지기 위한 통로를 마련하면서 결로로 인한 부재의 부식을 방지하기 위하여 벽면으로 일정거리 이격되어 설치된다. 도 1 및 도 2에서와 같이 상기 수직재(20)로 각파이프를 채택할 수 있으며, 이때 천장면(12)과 바닥면(11)에 ㄷ자형 앵글(15)을 고정설치하면 간편한 방법으로 수직재(20)를 고정·설치할 수 있다. 즉, 소정의 위치의 바닥면(11)과 천장면(12)에 ㄷ자형 앵글(25)을 힐티핀으로 고정한 후 ㄷ자형 앵글(25)사이에 상기 수직재(20)를 끼움으로써 고정·설치할 수 있게 된다.The vertical material 20 is spaced apart from the concrete wall 10 to be fixed and installed on the bottom surface 11 and the ceiling surface 12, the pillar for fixing the lower base plate 30 and the upper fixed molding 40 to be described later It serves as a frame. The vertical material 20 is installed to be spaced a predetermined distance to the wall surface to prevent the corrosion of the member due to the condensation while providing a passage for the dew condensation generated in the underground concrete wall (10). 1 and 2, the vertical pipe 20 may be adopted as an angular pipe. At this time, if the C-shaped angle 15 is fixed to the ceiling surface 12 and the bottom surface 11, the vertical material ( 20) can be fixed and installed. That is, the C-shaped angle 25 is fixed to the bottom surface 11 and the ceiling surface 12 at a predetermined position with Hiltipin, and then the vertical material 20 is sandwiched between the C-shaped angles 25 to be fixed and installed. Will be.
하부걸레받이(30)는 상기 수직재(20) 하단부에 바닥면(11)과 접하여 수평으로 고정 설치되는 것으로, 수직재(20)에 고정되는 고정부(31)와 상기 고정부(31) 상단에 홈으로 형성되는 안착부(32)를 포함한다. 상기 안착부(32)는 도 3에서와 같이 고정부(31) 상단에서 수평 및 수직으로 연장되어 형성될 수 있으며, 이는 하부걸레받이(30)의 두께를 얇게 하여 경량화를 꾀하면서 고정부(31)를 수직도를 유지하여 수직재(20)에 안정적으로 고정설치하기 위함이다. 특히 이때에는 상기 안착부(32)에 후술하는 패널(50)이 끼워진다는 것을 고려하여 안착부(32)가 패널(50)을 지지할 수 있을 정도의 강도를 갖도록 제작하는 것이 바람직하다. 수직재(20)가 각파이프인 경우에는 고정핀을 이용하면 간편하게 상기 하부걸레받이(30)를 고정설치할 수 있다. 상기 고정부(31)에는 환기구멍(35)이 형성될 수 있는데, 이는 지하 공간과 이중벽 사이공간의 공기의 흐름을 유도하여 결로현상을 억제하기 위함이다.The lower base 30 is installed horizontally in contact with the bottom surface 11 at the lower end of the vertical member 20, the fixing part 31 fixed to the vertical member 20 and the groove on the upper end of the fixing part 31. It includes a seating portion 32 is formed. The seating part 32 may be formed to extend horizontally and vertically from the top of the fixing part 31, as shown in Figure 3, which is intended to reduce the thickness of the lower baseboard 30 while reducing the weight of the fixing part 31 This is to stably fix the vertical member 20 by maintaining the vertical degree. Particularly, in consideration of the fact that the panel 50 described later is fitted into the seating part 32, it is preferable to manufacture the seating part 32 to have a strength enough to support the panel 50. In the case where the vertical material 20 is an angular pipe, the lower base plate 30 may be fixedly installed by using a fixing pin. Ventilation holes 35 may be formed in the fixing part 31 to induce the flow of air in the space between the basement space and the double wall to suppress condensation.
상부고정몰딩(40)은 전체적으로 상기 하부걸레받이(30)와 동일한 형상을 하고 있으며, 다만 천장면(12)에 설치되므로 하부걸레받이(30)와 방향을 달리하게 된다는 차이점이 있을 뿐이다. 즉, 상부고정몰딩(40)은 수직재(20) 상단부에 지하 천장면(12)과 접하여 수평으로 고정 설치되는 것으로, 수직재(20)에 고정되는 고정부(41)와 상기 고정부(42) 하단에 홈으로 형성되는 안착부(45)를 포함하되 상기 고정부(41)에는 환기구멍(45)이 형성된다.The upper fixed molding 40 has the same shape as the lower baseboard 30 as a whole, but is only installed in the ceiling surface 12, and there is only a difference that the direction of the bottom baseboard 30 is different from that of the bottom baseboard 30. That is, the upper fixed molding 40 is fixed to the upper surface of the vertical member 20 in contact with the underground ceiling surface 12 is installed horizontally, the fixing part 41 and the fixing part 42 is fixed to the vertical member 20 Including a seating portion 45 is formed as a groove in the fixing portion 41 is formed with a ventilation hole (45).
패널(50)은 그 하단부가 상기 하부걸레받이(30)의 안착부(32)에 끼워지고 상단부가 상기 상부고정몰딩(40)의 안착부(42)에 끼워짐으로써 콘크리트벽(10)과 평행하게 설치되어 이중벽을 형성하는 것이다. 상기 패널(50)로는 CRC보드(cellulose reinforced cement board)를 채택하는 것이 바람직하다. CRC보드는 기존의 석고보드보다 내화성, 차음성 및 구조성능이 우수하며, 외면이 평활하여 별도의 마감재 없이 그대로 바닥마감면을 형성할 수 있을 뿐아니라 모르터와의 접착성이 우수하므로 도장, 타일작업 등 각종 바닥마감작업을 용이하게 수행할 수 있게 한다.The panel 50 is parallel to the concrete wall 10 by the lower end thereof is fitted into the seating portion 32 of the lower base plate 30 and the upper end is fitted into the seating portion 42 of the upper fixed molding 40. Installed to form a double wall. As the panel 50, it is preferable to adopt a CRC board (cellulose reinforced cement board). CRC board has better fire-resistance, sound insulation and structural performance than conventional gypsum board, and the outer surface is smooth so that it can form floor finishing surface without any additional finishing material and it has excellent adhesiveness with mortar. Various floor finishing work can be easily performed.
패널(50)은 통상 일정 크기로 제작되므로 하나의 패널만으로는 이중벽을 구성하기가 곤란하며, 또한 패널(50)의 크기가 너무 크면 휨 등의 문제가 발생하거나 설치상 어려움이 생기는 바, 이중벽 구조의 형성을 위해서 적정크기로 제작된 패널(50) 상호간의 연결이 필요하게 된다. 이를 위해 본 고안의 실시예에서는 도 5에서와 같이 단면이 H형상을 갖는 연결브라켓(60)을 더 포함하고 있다. 도 5a는 수평방향의 연결브라켓을 도시한 것으로 상기 수평방향의 연결브라켓은 수직단면이 H형상을 하고 있으며, 하부걸레받이(30)와 상부고정몰딩(40) 사이에 수평으로 배치되어 수직재(20)에 고정·설치된다. 상부 패널(50)과 하부 패널(50)이 수평방향의 연결브라켓(60)을 사이에 두고 끼움결합한다. 도 5b는 수직방향의 연결브라켓을 도시한 것으로, 상기 수직방향의 연결브라켓은 수평단면이 H형상을 하고 있으며, 수직으로 세워져 수직재에 고정 설치된다. 좌우로 인접하는 패널(60)이 수직방향의 연결브라켓(60)을 사이에 두고 끼움결합한다. 도 5c는 연결브라켓의 또 다른 실시예로 이중벽의 미관을 위해 외부로 노출되는 전면부가 변형될 수 있음을 도시하고 있다. 콘크리트벽(10)과 패널( 50)의 연결부 또는 패널(50) 상호간의 연결부에는 실리콘 등의 실링재(70)로 마무리하여 밀실처리하는 것이 바람직하다.Since the panel 50 is usually manufactured in a certain size, it is difficult to construct a double wall by only one panel, and when the size of the panel 50 is too large, problems such as warpage or difficulty in installation occur, In order to form, it is necessary to connect the panels 50 manufactured to a suitable size. To this end, the embodiment of the present invention further includes a connection bracket 60 having an H shape as shown in FIG. 5. FIG. 5A illustrates a horizontal connection bracket, wherein the horizontal connection bracket has an H-shaped vertical section, and is disposed horizontally between the lower base 30 and the upper fixed molding 40 to have a vertical member 20. It is fixed and installed in). The upper panel 50 and the lower panel 50 are fitted with the connection bracket 60 in the horizontal direction therebetween. Figure 5b shows a vertical connection bracket, the vertical connection bracket has a horizontal cross-section of the H-shape, is installed vertically fixed to the vertical member. Adjacent panels 60 to the left and right are fitted with the connecting bracket 60 in the vertical direction therebetween. FIG. 5C illustrates that the front part exposed to the outside may be deformed for the aesthetic appearance of the double wall as another embodiment of the connecting bracket. It is preferable to finish the sealing process by finishing with a sealing material 70 such as silicon at the connection portion between the concrete wall 10 and the panel 50 or the connection portion between the panels 50.
이하, 본 고안의 패널 조립식 지하 이중벽 구조를 적용하는 방법을 설명한다. 지하 콘크리트벽(10)이 완성되면, 일정간격으로 다수개의 수직재(20)를 설치하고, 상기 수직재(20)의 하단부에는 바닥면(11)과 접하여 하부걸레받이(30)를 고정설치하고 수직재(20)의 상단부에는 천장면(12)과 접하여 상부고정몰딩(40)을 고정설치한 후 하부걸레받이(30)와 상부고정몰딩(40) 사이에 패널(50)을 설치한다. 이때, 패널(50) 상호간 연결이 필요한 경우에는 연결브라켓(60)을 이용하며, 패널과 콘크리트 벽체와의 연결부 및 패널 상호간의 연결부에는 실리콘 등의 실링재(70)를 이용 실링작업하여 밀실하게 마무리한다.Hereinafter, a method of applying the panel-fabricated underground double wall structure of the present invention will be described. When the underground concrete wall 10 is completed, a plurality of vertical members 20 are installed at regular intervals, and the lower base of the vertical member 20 is fixed in contact with the bottom surface 11 to fix the lower base plate 30 and the vertical member ( The upper end of the 20 is in contact with the ceiling surface 12, the upper fixed molding 40 is fixed to install the panel 50 between the lower base plate 30 and the upper fixed molding (40). In this case, when the panel 50 is required to be connected to each other, the connecting bracket 60 is used, and the sealing portion 70 is sealed using a sealing material 70 such as silicon at the connection portion between the panel and the concrete wall and the connection portion between the panels. .
본 고안의 패널 조립식 지하 이중벽 구조를 따르면, 패널을 조립식으로 설치하여 이중벽을 완성할 수 있게 되어 시공이 간편해지고, 숙련된 기술을 요하지 않고도 지하 이중벽을 용이하게 시공할 수 있게 되며, 국부적인 하자가 발생하는 경우 하자발생부위의 패널만 교체할 수 있으므로 용이한 하자처리를 기대할 수 있다.According to the panel-fabricated underground double wall structure of the present invention, the panel can be installed in a prefabricated manner to complete the double wall, thereby simplifying the construction, and the construction of the underground double wall can be easily performed without the need for skilled technology. In case of occurrence, it is possible to replace only the panel of the faulty part, so it is expected to be easily troubled.
Claims (5)
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| Application Number | Priority Date | Filing Date | Title |
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| KR20-2004-0018361U KR200361541Y1 (en) | 2004-06-29 | 2004-06-29 | Doubled-wall structure completed by prefabbing panels |
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| KR20-2004-0018361U KR200361541Y1 (en) | 2004-06-29 | 2004-06-29 | Doubled-wall structure completed by prefabbing panels |
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| KR1020040026363A Division KR100592466B1 (en) | 2004-04-16 | 2004-04-16 | Doubled-wall structure completed by prefabbing panels |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100642136B1 (en) | 2005-01-03 | 2006-11-03 | (주) 한승디자인 | Finishing structure of wall and method for constructing the structure |
| KR100964345B1 (en) * | 2007-08-14 | 2010-06-17 | 엄기형 | Fixing Structure of Drain Board for Wall Structure |
| CN110056150A (en) * | 2019-05-23 | 2019-07-26 | 金螳螂精装科技（苏州）有限公司 | A kind of hanging structure of assembled wallboard |
-
2004
- 2004-06-29 KR KR20-2004-0018361U patent/KR200361541Y1/en not_active IP Right Cessation
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100642136B1 (en) | 2005-01-03 | 2006-11-03 | (주) 한승디자인 | Finishing structure of wall and method for constructing the structure |
| KR100964345B1 (en) * | 2007-08-14 | 2010-06-17 | 엄기형 | Fixing Structure of Drain Board for Wall Structure |
| CN110056150A (en) * | 2019-05-23 | 2019-07-26 | 金螳螂精装科技（苏州）有限公司 | A kind of hanging structure of assembled wallboard |
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