KR200182230Y1 - Anti-seismic drywall construction - Google Patents
Anti-seismic drywall construction Download PDFInfo
- Publication number
- KR200182230Y1 KR200182230Y1 KR2019990022652U KR19990022652U KR200182230Y1 KR 200182230 Y1 KR200182230 Y1 KR 200182230Y1 KR 2019990022652 U KR2019990022652 U KR 2019990022652U KR 19990022652 U KR19990022652 U KR 19990022652U KR 200182230 Y1 KR200182230 Y1 KR 200182230Y1
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- South Korea
- Prior art keywords
- fixed
- ceiling
- seismic
- gypsum board
- wall
- Prior art date
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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
- E04B9/00—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation
- E04B9/18—Means for suspending the supporting construction
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B9/00—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation
- E04B9/008—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation with means for connecting partition walls or panels to the ceilings
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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
- E04B9/00—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation
- E04B9/18—Means for suspending the supporting construction
- E04B2009/186—Means for suspending the supporting construction with arrangements for damping vibration
Abstract
본 고안은 건물 내부 칸막이벽을 지진하중에 견딜 수 있게 처리한 내진용 칸막이벽의 구조에 관한 것이다.The present invention relates to a structure of a seismic partition wall that is treated to withstand seismic loads.
본 고안은 천장 구조체(1)에 석고보드(11)을 끼우고 설치되며, 날개 부위에 'ㅗ'모양 구멍(17)이 뚫린 'ㄷ'모양 상부 런너(12), 바닥 구조체(2)에 고정시킨 하부 런너, 상부는 상기 상부 런너(12)의 상기 'ㅗ'모양 구멍(17)을 관통하여 리벳(14)으로 고정시키고 하부는 상기 하부 런너에 고정시킨 스터드(13), 상기 스터드(13)의 양면에 고정시킨 벽체 석고보드(11), 그리고 상기 석고보드(11)의 끝과 상기 천장 구조체(1)에 채운 탄성 코킹재(15)로 구성된다.The present invention is installed by inserting the gypsum board (11) in the ceiling structure (1), the 'ㄷ' shaped upper runner 12, the 'ㅗ' shaped hole 17 is drilled in the wing portion, fixed to the bottom structure (2) The studs 13 and the studs 13 having the upper and lower runners fixed to the lower runners through the '고정' shaped holes 17 of the upper runners 12 and fixed to the lower runners. Wall gypsum board 11 fixed to both sides of the, and the end of the gypsum board 11 and the elastic caulking material (15) filled in the ceiling structure (1).
본 고안으로 비내력구조체가 지진하중을 받아 변형하더라도 구조체가 파손되지 않아 안전하며 다시 설치할 필요가 없는 효과가 있다.Even if the non-bearing structure is deformed by the seismic load, the structure is not damaged and thus does not need to be installed again.
Description
본 고안은 내진용 칸막이벽에 관한 것이다. 더욱 구체적으로, 본 고안은 건물 내부 칸막이벽을 지진하중에 견딜 수 있게 처리한 내진용 칸막이벽의 구조에 관한 것이다.The present invention relates to a seismic partition wall. More specifically, the present invention relates to a structure of a seismic partition wall for treating a partition wall inside a building to withstand an earthquake load.
전세계 여러 곳에서 지진이 자주 일어나고 있다. 지진 하중의 성격을 수평력으로 지진이 생기면 구조체가 좌우로 진동하고 이에 따라 구조체가 수평 변형이 생긴다. 내진 구조는 주로 기둥, 벽, 바닥 구조를 해결하는데 집중되어 있어 비내력구조를 해결하는 방안을 별로 제시되어 있지 않다.Earthquakes are common in many parts of the world. When an earthquake occurs due to the horizontal force of the seismic load, the structure vibrates from side to side, resulting in horizontal deformation of the structure. The seismic structure is mainly focused on the column, wall, and floor structures, so there is not much solution to solve the non-bearing structure.
건물내의 비내력구조는 당장 건물의 안전에는 관계가 없지만 비내력구조체가 지진하중에 붕괴할 경우 거주자의 안전을 해칠 것은 명확하다.The non-bearing structure in the building is not immediately related to the safety of the building, but it is clear that the non-bearing structure will harm the safety of the occupant if the earthquake load collapses.
지진이 발생하면 구조체는 수평력을 받고, 수평력에 따라 구조체는 수평변형을 일으킨다. 사각형의 입면은 수평력을 받아 변형을 하고 구조체의 상단은 하향 변위를 일으킨다.When an earthquake occurs, the structure receives horizontal force, and depending on the horizontal force, the structure causes horizontal deformation. The elevation of the rectangle is deformed by horizontal forces, and the top of the structure causes downward displacement.
통상의 칸막이 구조에서는 수평변형을 일으키면 각 구조 부재가 서로 강하게 결합되어 있어 탄성범위를 넘는 변위가 생기면 구조체가 파괴되어 지진이 멈추더라도 칸막이 벽이 파괴되어 다시 설치해야 한다.In the normal partition structure, when the horizontal deformation causes the structural members to be strongly bonded to each other, if the displacement exceeds the elastic range, the structure is destroyed and the partition wall is destroyed even if the earthquake stops.
비슷한 현상은 천장구조에서도 일어난다. 천장을 설치하기 위해서는 벽 둘레로 몰딩을 설치하고 천장구조체에서 달대를 달아 내려 경량천장틀을 형성하고 경량천정틀은 직접 혹은 천장몰딩을 통하여 벽체 몰딩과 결합된다. 지진이 발생할 경우 경량천장틀은 평면내 변형이 생기고 벽체 몰딩과 경량천장틀 사이에 변이를 흡수할 수단이 없기 때문에 천장은 망가지고, 지진이 멈춘 후에는 천장을 다시 설치해야 한다.Similar phenomena occur in ceiling structures. In order to install the ceiling, molding is installed around the wall, and the ceiling frame is mounted to form a lightweight ceiling frame, and the lightweight ceiling frame is combined with wall molding directly or through ceiling molding. In the event of an earthquake, the ceiling will deform in-plane and there will be no means to absorb the transition between the wall molding and the ceiling, so the ceiling will be broken and the ceiling should be reinstalled after the earthquake has stopped.
고안자는 위와 같은 문제점을 해결하기 위하여 건물의 비내력구조체인 칸막이벽, 천장구조가 지진하중에 견딜 수 있는 내진구조를 개발하였다.In order to solve the above problems, the inventors have developed a seismic structure that can withstand the seismic load of partition walls and ceiling structures, which are non-bearing structures of buildings.
본 고안의 목적은 지진이 생겼을 때 지진하중에 견딜 수 있는 비내력구조체의 내진구조를 제공하는 것이다.An object of the present invention is to provide a seismic structure of a non-bearing structure that can withstand an earthquake load when an earthquake occurs.
도1은 본 고안인 내진용 칸막이벽의 수직단면도, 부분확대도, 그리고 상부 런너의 입면도이다.1 is a vertical cross-sectional view, a partial enlarged view, and an elevation view of an upper runner of a seismic partition wall according to the present invention.
도2는 본 고안의 다른 구체예의 수직단면도이다.Figure 2 is a vertical sectional view of another embodiment of the present invention.
도3은 본 고안의 천장부분 처리예의 단면도 및 입체도이다.3 is a cross-sectional view and a three-dimensional view of a ceiling portion processing example of the present invention.
〈도면의 부호에 대한 간단한 설명><Brief description of the symbols in the drawings>
1: 천장 구조체 2: 바닥 구조체1: ceiling structure 2: floor structure
3: 벽체3: wall
11, 21: 석고보드 12, 22: 상부 런너11, 21: plasterboard 12, 22: upper runner
13, 23: 스터드 14, 24: 리벳13, 23: stud 14, 24: rivet
15, 25: 탄성 코킹재 17, 27: 'ㅗ' 모양 구멍15, 25: elastic caulking material 17, 27: 'ㅗ' shaped hole
32: 벽체 몰딩 33: 천장 몰딩32: wall molding 33: ceiling molding
34: 리벳 37: '+' 모양 구멍34: rivet 37: '+' shaped hole
도면에 따라 본 고안을 설명한다.The present invention will be described according to the drawings.
도1은 본 고안인 내진용 칸막이벽의 구조를 나타낸 것으로 도1a는 수직단면도, 도2b는 상부 런너(runner)와 스터드(stud) 결합부분의 부분확대도, 그리고 도1c는 상부 런너의 입면도이다.Figure 1 shows the structure of the seismic partition wall of the present invention, Figure 1a is a vertical cross-sectional view, Figure 2b is a partial enlarged view of the upper runner and stud coupling portion, Figure 1c is an elevation view of the upper runner. .
본 고안은 천장 구조체(1)에 석고보드(11)을 끼우고 설치되며, 날개 부위에 'ㅗ'모양 구멍(17)이 뚫린 'ㄷ'모양 상부 런너(12), 바닥 구조체(2)에 고정시킨 하부 런너, 상부는 상기 상부 런너(12)의 상기 'ㅗ'모양 구멍(17)을 관통하여 리벳(14)으로 고정시키고 하부는 상기 하부 런너에 고정시킨 스터드(13), 상기 스터드(13)의 양면에 고정시킨 벽체 석고보드(11), 그리고 상기 석고보드(11)의 끝과 상기 천장 구조체(1)에 채운 탄성 코킹재(15)로 구성된다.The present invention is installed by inserting the gypsum board (11) in the ceiling structure (1), the 'ㄷ' shaped upper runner 12, the 'ㅗ' shaped hole 17 is drilled in the wing portion, fixed to the bottom structure (2) The studs 13 and the studs 13 having the upper and lower runners fixed to the lower runners through the '고정' shaped holes 17 of the upper runners 12 and fixed to the lower runners. Wall gypsum board 11 fixed to both sides of the, and the end of the gypsum board 11 and the elastic caulking material (15) filled in the ceiling structure (1).
지진이 생기면 벽체는 수령하중을 받아 'ㄷ'모양 상부 런너(12)가 하향 이동한다. 하향 변이량 만큼 도1c에서 보인 화살표 방향으로 'ㅗ'모양 구멍(17)에서 움직이게 되므로 칸막이 벽체는 파손되지 않고 본래 골격을 유지하여 지진하중이 사라지면 원래 상태로 환원된다.When the earthquake occurs, the wall receives the received load and the 'c' shaped upper runner 12 moves downward. As the amount of downward movement moves in the 'ㅗ' shaped hole 17 in the direction of the arrow shown in FIG. 1C, the partition wall is not damaged and is retained in the original skeleton so that the earthquake load is reduced to its original state.
제2도는 본 고안의 다른 구체예이다.2 is another embodiment of the present invention.
본 구체예(변형예)는 천장 구조체(1)에 석고보드(11)을 끼우고 설치된 'ㄷ'모양 상부 런너(12), 바닥 구조체(2)에 고정시킨 하부 런너, 상부는 상기 상부 런너(12) 속으로 끼우고 하부는 상기 하부 런너에 고정시킨 스터드(13), 상기 스터드(13)의 양면에 고정시킨 벽체 석고보드(11), 상기 석고보드(11)의 끝과 상기 천장 구조체(1)에 채운 탄성 코킹재(15), 그리고 상기 탄성코킹재(15)와 상기 벽체 석고보드(11) 외부에 설치되고 천장 구조체에 고정된 ㄱ-형강(24)으로 구성된다.This embodiment (modification) is a 'c' shaped upper runner 12 installed by inserting a gypsum board 11 to the ceiling structure 1, the lower runner fixed to the bottom structure 2, the upper is the upper runner ( 12) a stud 13 inserted into the lower part and fixed to the lower runner, a wall gypsum board 11 fixed to both sides of the stud 13, an end of the gypsum board 11, and the ceiling structure 1 ) Is composed of an elastic caulking material (15), and the a-shaped steel (24) installed outside the elastic caulking material (15) and the wall gypsum board (11) and fixed to the ceiling structure.
지진이 생기면 벽체는 수령하중을 받아 'ㄷ'모양 상부 런너(22)가 하향 이동한다. 하향 변이량은 상부 런너(22)와 스터드(23)의 상단 사이의 공간에서 움직이므로 칸막이 벽체는 파손되지 않고 본래 골격을 유지하여 지진하중이 사라지면 원래 상태로 환원된다.When the earthquake occurs, the wall receives the received load and the 'c' shaped upper runner 22 moves downward. Since the downward shift amount moves in the space between the upper runner 22 and the upper end of the stud 23, the partition wall is not damaged and is maintained in the original skeleton so that the earthquake load is reduced to the original state.
도3은 본 고안의 천장부분 처리예를 나타낸 도면으로 도3a는 벽체 몰딩과 천장몰딩의 결합부 단면도 그리고 도3b는 결합상태를 나타내는 입체도이다.Figure 3 is a view showing a processing example of the ceiling portion of the present invention, Figure 3a is a cross-sectional view of the joint portion of the wall molding and the ceiling molding and Figure 3b is a three-dimensional view showing a coupling state.
천장부분의 내진처리구조는 벽체(3)에 설치되며, '+'형 구멍(37)이 형성된 벽체 몰딩(32) 및 상기 벽체 몰딩(32)의 상기 '+'형 구멍(37)을 관통하여 리벳(34)으로 고정되는 천장 몰딩(33)으로 구성된다.The seismic treatment structure of the ceiling part is installed in the wall 3, and penetrates the wall molding 32 in which the '+' type hole 37 is formed and the '+' type hole 37 of the wall molding 32. It consists of a ceiling molding 33 fixed with rivets 34.
지진하중이 작용하면 천장 평면은 평면내 방향으로 변형한다. 변형량은 벽체 몰딩에 형성된 '+'형 구멍 속에서 리벳이 움직임으로 흡수된다. 따라서 지진하중이 사라지면 다시 리벳이 원위치를 회복할 수 있으므로 천장틀이 파손되지 않아 재설치할 필요가 없다.When an earthquake load occurs, the ceiling plane deforms in the in-plane direction. The amount of deformation is absorbed by the movement of the rivets in the '+' holes formed in the wall molding. Therefore, when the earthquake load disappears, the rivet can be restored to its original position, so the ceiling frame is not damaged and does not need to be reinstalled.
본 고안으로 비내력구조체가 지진하중을 받아 변형하더라도 구조체가 파손되지 않아 안전하며 다시 설치할 필요가 없는 효과가 있다.Even if the non-bearing structure is deformed by the seismic load, the structure is not damaged and thus does not need to be installed again.
Claims (1)
Priority Applications (3)
Application Number | Priority Date | Filing Date | Title |
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KR2019990022652U KR200182230Y1 (en) | 1999-10-20 | 1999-10-20 | Anti-seismic drywall construction |
KR2020000001210U KR200186245Y1 (en) | 1999-10-20 | 2000-01-17 | Anti-seismic drywall construction |
KR2020000001213U KR200186246Y1 (en) | 1999-10-20 | 2000-01-17 | Anti-seismic drywall construction |
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KR2019990022652U KR200182230Y1 (en) | 1999-10-20 | 1999-10-20 | Anti-seismic drywall construction |
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KR2020000001210U Division KR200186245Y1 (en) | 1999-10-20 | 2000-01-17 | Anti-seismic drywall construction |
KR2020000001213U Division KR200186246Y1 (en) | 1999-10-20 | 2000-01-17 | Anti-seismic drywall construction |
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KR2019990022652U KR200182230Y1 (en) | 1999-10-20 | 1999-10-20 | Anti-seismic drywall construction |
KR2020000001210U KR200186245Y1 (en) | 1999-10-20 | 2000-01-17 | Anti-seismic drywall construction |
KR2020000001213U KR200186246Y1 (en) | 1999-10-20 | 2000-01-17 | Anti-seismic drywall construction |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
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KR20230132034A (en) | 2022-03-08 | 2023-09-15 | 김태진 | Seismic reinforcement lightweight partition wall using fixed wire |
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KR20190067006A (en) | 2017-12-06 | 2019-06-14 | 황선우 | Earthquake-Resistant Main Gutter Ceiling Ventilated System |
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1999
- 1999-10-20 KR KR2019990022652U patent/KR200182230Y1/en not_active IP Right Cessation
-
2000
- 2000-01-17 KR KR2020000001210U patent/KR200186245Y1/en not_active IP Right Cessation
- 2000-01-17 KR KR2020000001213U patent/KR200186246Y1/en not_active IP Right Cessation
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20230132034A (en) | 2022-03-08 | 2023-09-15 | 김태진 | Seismic reinforcement lightweight partition wall using fixed wire |
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KR200186246Y1 (en) | 2000-06-15 |
KR200186245Y1 (en) | 2000-06-15 |
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