KR950006777Y1 - A assembling wall - Google Patents
A assembling wall Download PDFInfo
- Publication number
- KR950006777Y1 KR950006777Y1 KR92013969U KR920013969U KR950006777Y1 KR 950006777 Y1 KR950006777 Y1 KR 950006777Y1 KR 92013969 U KR92013969 U KR 92013969U KR 920013969 U KR920013969 U KR 920013969U KR 950006777 Y1 KR950006777 Y1 KR 950006777Y1
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- South Korea
- Prior art keywords
- wall plate
- mold
- prefabricated wall
- buried
- embedded
- Prior art date
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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
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34384—Assembling details for foldable, separable, collapsible or retractable structures
-
- 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
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
- E04B1/34321—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by panels
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Panels For Use In Building Construction (AREA)
Abstract
내용 없음.No content.
Description
제1도는 종래 조립식 벽판의 사시도.1 is a perspective view of a conventional prefabricated wall plate.
제2a, 2b도는 전단키부위를 발췌한 종래 철재형틀의 평면도 및 측 단면도.Figure 2a, 2b is a plan view and side cross-sectional view of a conventional steel frame from the shear key portion.
제3도는 본 고안의 조립식 벽판을 제조하기 위한 철재형틀의 사시도.Figure 3 is a perspective view of the steel frame for producing a prefabricated wall plate of the present invention.
제4a, 4b도는 전단키부위를 발췌한 본 고안 철재형틀의 평면도 및 측단면도.Figures 4a, 4b is a plan view and a side cross-sectional view of the steel frame of the present invention extracted from the shear key portion.
제5도는 본 고안의 조립식 벽판의 사시도.5 is a perspective view of a prefabricated wall plate of the present invention.
제6a, 6b도는 본 고안의 조립식 벽판을 이용하여 시공한 예를 나타낸 평면도 및 측단면도.Figure 6a, 6b is a plan view and a side cross-sectional view showing an example of construction using the prefabricated wall plate of the present invention.
* 도면의 주요부분에 대한 부호의 설명* Explanation of symbols for main parts of the drawings
10, 20 : 조립식 벽판 11 : 측마구리부10, 20: prefabricated wall plate 11: side finish
12, 22 : 전단키 13, 23 : 연결고리12, 22: shear key 13, 23: link
21 : 면부 30 : 철재형틀21: cotton part 30: steel frame
31 : 바닥판 32 : 상틀판31: bottom plate 32: top plate
33 : 하틀판 34, 35 : 좌, 우틀판33: heart plate 34, 35: left, right plate
36 : 매립체 37 : 형틀구멍36: landfill 37: mold hole
40 : 테이프40 tape
본 고안은 마구리부 또는 접합면부에 매립되는 연결고리를 손쉽게 매립시킴과 동시에 전체적인 제작비용을 절감시켜 주는 조립식벽판에 관한 것이다.The present invention relates to a prefabricated wall plate that can be easily buried in the connecting portion embedded in the corner portion or the joint surface while reducing the overall manufacturing cost.
각종의 벽판 또는 바닥판넬을 공장에서 생산하여 현장으로 이송한후에 현장에서 일체로서 조립하여 만들어지는 소위 조립식 건축물에 있어서, 가장 주위가 요망되는 부분은 접합부가 된다는 것은 조립식 건축분야에서는 상식에 속한다. 건축물에 있어서 내력벽체는 건축물에 작용하는 모든 하중을 기초로 전달하는 구조부이다. 따라서, 상부의 내력벽판과 하부의 내력벽판 상호간의 접합이야 말로 조립식 건축물에 있어서 가장 중요한 사항이 된다고 할 수 있다.In the so-called prefabricated buildings which are manufactured by integrating various wall or floor panels in the factory and transporting them to the site, the most desired part is the common sense in the field of prefabricated construction. In a building, the bearing wall is a structural part that transmits all the loads acting on the building. Therefore, it can be said that the joining between the upper bearing wall plate and the lower bearing wall plate is the most important matter in the prefabricated building.
종래 조립식 건축물의 내력벽체를 구성하는 조립식 벽판은 제1도에 도시되는 바와 같이 하나의 내력벽판(10)의 측마구리부(11) 또는 이에 결합되는 다른 내력벽판(20)의 면부(21)에 수직방향으로 일정간격마다 전단키(12)(22)들이 형성되었으며; 연결고리(13)(23)들은 상기 전단키(12)(22)의 내부(12b)(22b)에 매립되는 구조를 가졌다.The prefabricated wall plate constituting the bearing wall of the conventional prefabricated building is to the side surface portion 21 of the side friction portion 11 of one bearing wall plate 10 or the other bearing wall plate 20 coupled thereto as shown in FIG. Shear keys 12 and 22 are formed at regular intervals in the vertical direction; The linkages 13 and 23 have a structure embedded in the interior 12b and 22b of the shear keys 12 and 22.
상기와 같이 구성되는 종래의 기성 콘크리트 조립식벽판은 제2도를 참고로 하여 설명하며, 첫째, 바닥면(31), 상틀판(32), 하틀판(33)및 좌우틀판(34), (35)들로서 전체적인 철제형틀(30)을 조립하는 형틀조립공정; 형틀조립시 철재형틀(30)에서 조립식벽판(10)의 전단키(12)를 형성시켜야 하는 부분마다에는 제2a도, 2b도에 도시되는 바와 같이 별도의 매립체(36)에 뚫려지는 형틀구멍(37)과 매립체구멍(38)을 통하여 연결고리(13)들의 매립부(13a)가 형틀(30)의 내부로 끼워놓고 상기 구멍(37)(38)들을 테이프(40)등으로 막아주는 연결고리 끼움공정; 형틀(30)의 내부에 미경화 콘크리틀 부어 넣는 콘크리트채움공정; 및 미경화 콘크리트가 전화된 후에 형틀(30)과 매립체(36)를 해체시키는 탈형공정을 통하여 만들어진다.Conventional ready-made concrete prefabricated wall plate is configured as described above with reference to Figure 2, First, the bottom surface 31, the top plate 32, the heart plate 33 and the left and right frame plate 34, (35 A mold assembly process of assembling the entire iron mold 30; When assembling the mold, each part where the shear key 12 of the prefabricated wall plate 10 is to be formed in the steel mold 30 is formed in a mold hole drilled in a separate embedded body 36 as shown in FIGS. 2A and 2B. 37 and the buried portion 13a of the linking rings 13 through the buried body hole 38 are inserted into the mold 30 and the holes 37 and 38 are blocked with a tape 40 or the like. Ring fitting process; Concrete filling process of pouring uncured concrete into the mold 30; And after the uncured concrete is converted, the mold 30 and the buried body 36 are dismantled.
상기에서, 종래의 조립식 벽판은 연결고리(13)가 전단키(12)의 내부(12b)에 매립되는 구조를 가졌기 때문에, 첫째, 형틀(30)에 형틀구멍(37)뿐아니라 매립체(36)에도 매립체구멍(38)이 뚫고, 연결고리(13)가 형틀구멍(37)과 매립체구멍(38)을 통하여 형틀내부로 끼워지므로 매립체부착공정 및 연결고리(13)끼움공정이 번거로워지는 결함이 있었으며, 둘째, 연결고리(13)로 부터 매립체(36)를 탈형시킬때에 매립체(36)가 콘크리트의 내부로 요입되어 있을뿐아니라 연결고리(13)가 매립체구멍(38)을 통하여 동시에 끼워져 있기 때문에 매립체(36)를 탈형시키기에 무리한 힘이 소요되고 탈형될때에 전단키(12)의 외부가 국부적으로 파손되곤 하는 결함이 있었다.In the above, since the prefabricated wall plate has a structure in which the connecting ring 13 is embedded in the interior 12b of the shear key 12, first, not only the form hole 37 in the form 30 but also the embedding body 36. Edo buried body hole 38 is drilled, and the connecting ring 13 is inserted into the mold through the mold hole 37 and the buried body hole 38, so that the process of attaching the buried body and the fitting ring 13 becomes cumbersome. Secondly, when demolding the embedding body 36 from the connecting ring 13, the embedding body 36 is not only recessed into the interior of the concrete, but the connecting ring 13 is embedded in the buried body hole 38. Due to the simultaneous insertion through the embedding body 36, an excessive force is required to demold, and when demolded, there is a defect that the outside of the shear key 12 is locally broken.
본 고안의 목적은 연결고리가 손쉽게 형틀내부로 끼워지도록 하여 줄뿐아니라 제조시에 매립체의 탈형작업이 손쉽게 수행되고 전단키 외부가 파손되지 않도록 하여주는 조립식벽판을 제공하는 데에 있다.It is an object of the present invention to provide a prefabricated wall plate that not only allows the connecting ring to be easily inserted into the mold, but also enables the demolding operation of the embedded body to be easily performed at the time of manufacture, and does not damage the outside of the shear key.
이하, 본 고안의 기술적 구성을 상세히 설명하면 다음과 같다. 본 고안의 조립식벽판(10)은 측마구리부(11) 또는 다른 조립식벽판(20)의 면부(21)에 수직방향으로 일정간격마다 전단키(12)(22)들이 형성되는 것은 종래의 것과 유사하다. 단, 본 고안은 연결고리(13)(23)의 매립부(13a)(23a)가 상기 전단키(12)(22)의 외부(12a)(22a)에 매립되도록 함으로써, 그 기술구성상의 목적을 달성토록 함에 특징이 있다.Hereinafter, the technical configuration of the present invention in detail. The prefabricated wall plate 10 of the present invention is similar to the conventional one in which shear keys 12 and 22 are formed at regular intervals in the vertical direction to the surface portion 21 of the side curl portion 11 or the other prefabricated wall plate 20. . However, the present invention allows the buried portions 13a and 23a of the connecting rings 13 and 23 to be embedded in the outer 12a and 22a of the shear keys 12 and 22, thereby achieving the purpose of the technical construction. It is characterized by what is achieved.
제5도는 본 고안의 제1실시예를 예시하는 것으로서, 조립식벽판(10)의 측마구리부(11)에 수직선상으로 일정간격마다 전단키(12)들이 형성되고, 연결고리(13)의 매립부(13a)가 상기 전단키(12)의 외부(12a)에 매립되는 조립식 벽판을 보여준다.FIG. 5 illustrates a first embodiment of the present invention, wherein shear keys 12 are formed at regular intervals in a vertical line on the side curled portion 11 of the prefabricated wall plate 10, and the buried portion of the connecting ring 13 is formed. 13a shows a prefabricated wall plate embedded in the exterior 12a of the shear key 12.
제6도는 본 고안의 제2실시예를 예시한 것으로서, 제1실시예의 조립식 벽판(10)의 측마구리부(11)와 상호 접합되는 다른 조립식 벽판(10)의 측마구리부(11)와 상호접합되는 다른 조립식 벽판(20)의 면부(21)에 수직선상으로 일정간격마다 전단키(22)들이 형성되고, 연결고리(23)의 매립부(23a)가 상기 전단키(22)의 외부(22a)에 매립되는 조립식 벽판을 보여준다.FIG. 6 illustrates a second embodiment of the present invention, which is mutually connected to the side curl portions 11 of other prefabricated wall plates 10 which are mutually bonded to the side curl portions 11 of the prefabricated wall plate 10 of the first embodiment. Shear keys 22 are formed at regular intervals in a vertical line on the face 21 of the other prefabricated wall plate 20 to be joined, and the buried portion 23a of the connecting ring 23 is the outer portion 22a of the shear key 22. Shows prefabricated wallboard embedded in the wall.
이와 같이 구성되는 본 고안은 첫째, 바닥판(31), 상틀판(32), 하틀판(33) 및 좌우틀판(34), (35)들로서 전체적인 철재형틀(30)을 조립하는 형틀조립공정; 형틀조립시 철재형틀(30)에서 조립식벽판(10)의 전단키(22)를 형성시켜야 하는 부분마다에는 제4도에 도시되는 바와 같이 별도의 매립체(36)들이 부착하는 매립체부착공정; 형틀(30)에서 매립체(36)들의 매립부(13a)가 형틀(30)의 내부로 끼워넣고 상기 구멍(37)들을 테이프(40)등으로 막아주는 연결고리끼움공정; 형틀(30)의 내부에 미경화 콘크리트가 경화된 후에 형틀(30)과 매립체(36)를 해체시키는 탈형고정을 통하여 만들어진다.The present invention constituted as described above, first, a mold assembly process of assembling the entire steel mold 30 as the bottom plate 31, the upper plate 32, the lower plate 33 and the left and right frame plates 34, 35; A landfill body attaching process in which separate landfills 36 are attached to each portion of the steel frame 30 where the shear key 22 of the prefabricated wall plate 10 is to be formed, as shown in FIG. A hook fitting step of inserting the buried portion 13a of the embedded body 36 into the inside of the mold 30 in the mold 30 and blocking the holes 37 with a tape 40 or the like; After the uncured concrete is hardened in the mold 30, the mold 30 and the buried body 36 are dismantled.
즉, 본 고안은 매립체(36)에 매립체구멍을 형성하지 아니하고, 매립체(36)들의 사이사이에 뚫려지는 형틀구멍(37)을 통하여 연결고리(13)의 매립부(13a)가 형틀(30)의 내부로 끼워지는 점이 종래의 것과 상이하다.That is, the present invention does not form a buried body hole in the buried body 36, but the buried portion 13a of the connecting ring 13 is formed through the mold hole 37 that is drilled between the buried bodies 36. The point fitted into the interior of 30 is different from the conventional one.
상기에서, 본 고안의 조립식 벽판(10)은 연결고리(13)가 전단키(12)의 외부에 매립되는 구조를 가졌기 때문에, 첫째, 매립체(36)에 매립체구멍이 뚫려지지 아니하고, 연결고리(13)가 형틀구멍(37)만을 통하여 형틀내부로 끼워지므로 매립체부착공정 및 연결고리(13) 끼움공정이 손쉬워지는 작용효과를 가지며; 둘째, 매립체(36)에 연결고리(13)가 끼워지지 아니하므로 연결고리(13)로부터 매립체(36)를 탈형시킬때에 전단키(12)의 외부가 국부적으로 파손되는 빈도수가 현저히 줄어드는 작용효과를 가진다.In the above, because the prefabricated wall plate 10 of the present invention has a structure in which the connecting ring 13 is embedded in the outside of the shear key 12, first, the buried body hole is not drilled in the buried body 36, the connecting ring (13) is inserted into the mold through only the mold hole 37, so that the embedding body attaching process and the connecting ring 13 fitting process are easy; Second, since the connecting ring 13 is not fitted to the buried body 36, the frequency of the breakage of the outside of the shear key 12 locally when the demolding body 36 is demolished from the connecting ring 13 is significantly reduced. Has an effect.
이상에서 살펴본 바와 같이, 본 고안의 조립식 벽판은 제조시에 형틀에 매립체를 부착하거나 연결고리를 끼우는 공정이 손쉬워지며, 탈형시에는 전단키의 외부가 국부적으로 파손되는 빈도수가 현저히 줄여주는 유용한 것이다.As described above, the prefabricated wall plate of the present invention is easy to attach the embedded body to the mold during the manufacturing process or to insert the linkage, and when demolding is useful to significantly reduce the frequency of local breakage of the shear key locally.
Claims (1)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR92013969U KR950006777Y1 (en) | 1992-07-28 | 1992-07-28 | A assembling wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR92013969U KR950006777Y1 (en) | 1992-07-28 | 1992-07-28 | A assembling wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| KR940003587U KR940003587U (en) | 1994-02-21 |
| KR950006777Y1 true KR950006777Y1 (en) | 1995-08-21 |
Family
ID=19337471
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR92013969U KR950006777Y1 (en) | 1992-07-28 | 1992-07-28 | A assembling wall |
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| Country | Link |
|---|---|
| KR (1) | KR950006777Y1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101303721B1 (en) * | 2012-07-19 | 2013-09-10 | 에스에이치공사 | Headed rib precast slab and construction method therefor |
-
1992
- 1992-07-28 KR KR92013969U patent/KR950006777Y1/en not_active IP Right Cessation
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101303721B1 (en) * | 2012-07-19 | 2013-09-10 | 에스에이치공사 | Headed rib precast slab and construction method therefor |
Also Published As
| Publication number | Publication date |
|---|---|
| KR940003587U (en) | 1994-02-21 |
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