KR910002419Y1 - Connecting structure of panels - Google Patents
Connecting structure of panels Download PDFInfo
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- KR910002419Y1 KR910002419Y1 KR2019890002243U KR890002243U KR910002419Y1 KR 910002419 Y1 KR910002419 Y1 KR 910002419Y1 KR 2019890002243 U KR2019890002243 U KR 2019890002243U KR 890002243 U KR890002243 U KR 890002243U KR 910002419 Y1 KR910002419 Y1 KR 910002419Y1
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- panel
- panels
- channel
- connecting column
- prefabricated building
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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
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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
- E04B1/34315—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)
- Joining Of Building Structures In Genera (AREA)
Abstract
내용 없음.No content.
Description
제1도는 종래의 조립식 건축판넬의 연결장치를 나타낸 분해 사시도.1 is an exploded perspective view showing a connection device of a conventional prefabricated building panel.
제2도 (a)(b)(c)는 제1도를 조립한 종단면도, 측면도, 평단면도.(A) (b) (c) is a longitudinal cross-sectional view, a side view, and a planar cross-sectional view which assembled the 1st figure.
제3도는 본 고안의 분해사시도.3 is an exploded perspective view of the present invention.
제4도 (a)(b)(c)는 제3도를 조립한 종단면도, 측단면도, 평단면도.(A), (b), (c) is a longitudinal cross-sectional view, a side cross-sectional view, and a flat cross-sectional view which assembled FIG.
* 도면의 주요부분에 대한 부호의 설명* Explanation of symbols for main parts of the drawings
1 : 판넬 3 : 삽입홈1: Panel 3: Insertion groove
8 : 연결기둥 4 : 지지각8: connecting column 4: support angle
5 : 고정판 6 : 고정각5: fixed plate 6: fixed angle
7 : 장홈 9 : 판넬조인트7: long groove 9: panel joint
10 : 하부찬넬 12 : 상부찬넬10: lower channel 12: upper channel
13 : 장공 14 : 트러스13: long hole 14: truss
15 : 구멍15: hole
본 고안은 조립식 건축물에 관한 것으로, 특히 판넬과 판넬을 연결하는 연결기둥의 구조를 개량하여 시공작업의 간단화와 견고한 시공을 도모하고자 안출한 조립식 건축판넬의 연결장치에 관한 것이다.The present invention relates to a prefabricated building, and more particularly, to a connection device of a prefabricated building panel designed to simplify the construction work and to provide a solid construction by improving the structure of the connecting column connecting the panel and the panel.
일반적으로 조립식 건출판넬은 각종 건물, 각종 창고, 특수작업실, 일반조립식 건물, 특수용도등에 사용하기 위한 것으로, 조립식 건출 판넬은 쾌적한 공간제공 및 위생적이며 조립과 해체가 간편하고, 경량으로서 강도한 강한 자립구조체로써 매우 호환성이 높은 것이다.In general, the prefabricated building panels are for use in various buildings, warehouses, special workshops, general prefabricated buildings, special uses, etc. The prefabricated building panels provide a comfortable space and are hygienic, easy to assemble and dismantle, and lightweight and strong. As a self-supporting structure, it is very compatible.
따라서 종래에는 이러한 조립식 건축판넬을 조립함에 있어서 제1도 및 제2도와 같이 양측판넬(1)의 양측면에 형성된 결합홈(2)에 연결기둥(8)을 끼워서 연결하고, 외부 디자인을 미려하게 하기 위하여 전후방에 판넬조인트(9)를 설치한후 연결기둥(8)과 판넬조인트(9)를 다수의 보울트(20)와 너트(21)로 체결하였다.Therefore, in assembling such a prefabricated building panel, the connecting pillar 8 is inserted into the coupling groove 2 formed on both sides of the panel 1 as shown in FIGS. 1 and 2, and the exterior design is beautiful. In order to install the front and rear panel joints (9), the connecting pillar (8) and panel joints (9) were fastened with a number of bolts (20) and nuts (21).
이때 판넬(1)과 연결기둥(8)은 상, 하부찬넬(12)(10)에 각각 고정설치되는바, 상, 하부찬넬(12)(10)에는 각각 2개의 장공(22)(23)과 구멍(24)(25)이 천공되어 있고, 연결기둥(8)의 상하부에는 2개의 돌봉(26)(27)과 나사부(28)(29)가 각각 돌출형성된 상, 하부지지판(30)(31)이 용착되어 일체로 형성되어 있어 상기 연결기둥(8)의 상하부의 돌봉(26)(27)과 나사부(28)(29)을 상, 하부 찬넬(12)(10)의 각각의 장공(22)(23)과 구멍(24)(25)에 끼운후 각각 너트(32)(33)로 고정시켜 일체화 하였다.At this time, the panel (1) and the connection column (8) is fixed to the upper, lower channel (12) (10), respectively, the upper, lower channel (12) (10), respectively, two long holes (22, 23) And holes 24 and 25 are drilled, and the upper and lower support plates 30 having two protrusions 26 and 27 and threaded portions 28 and 29 protruded from the upper and lower portions of the connecting column 8, respectively. 31 is welded and integrally formed so that the upper and lower protrusions 26 and 27 and the threaded portions 28 and 29 of the connecting column 8 are formed in the upper and lower channels 12 and 10, respectively. 22) (23) and holes (24) and (25) were inserted into the nuts 32 and 33, respectively, integrated.
그후 상부찬넬(12)에 지붕골격인 다수의 트러스(14)를 설치한후 용접시켜 조립식 건축물을 완성하였던 것이다.Then, after installing a plurality of trusses 14 as a roof frame on the upper channel 12, the prefabricated buildings were completed by welding.
이와같은 종래의 조립식 건축판넬의 연결장치는 다음과 같은 결점이 있는것으로, 첫째, 연결기둥(8)과 판넬조인트(9)를 보울트(20)와 너트(21)로 체결시키므로, 시공작업의 지연과 공사비의 지출이 되는 결점이 있고, 둘째, 연결기둥(8)을 하부찬넬(10)에 고정시킬때 체결작업이 난이하여 작업시간을 지연시키는 결점이 있으며, 셋째, 다수의 판넬(1)과 연결기둥(8) 및 판넬조인트(9), 상부찬넬(12) 및 다수의 트러스(14)의 각 중량이 하부찬넬(10)에 가해지므로 하부찬넬(10)이 그 중량을 견디지 못해 변형되는 문제점이 있고, 넷째, 상부찬넬(12)에 지붕골격인 다수의 트러스(14)를 설치하기 위해 용착시켰던 것으로 용접작업을 위한 용접도구를 지붕위로 운반하여야 되므로 용접작업의 불안전과 위험성이 내포되어 있어 작업 능률을 저하시키는 등의 결점이 있었다.The connection device of the conventional prefabricated building panel has the following drawbacks. First, since the connection column 8 and the panel joint 9 are fastened to the bolt 20 and the nut 21, the construction work is delayed. Second, there is a drawback of the expense of the construction cost, and second, there is a drawback of delaying the work time because the fastening work is difficult when fixing the connection column (8) to the lower channel (10), and third, the plurality of panels (1) and Since each weight of the connecting column 8 and the panel joint 9, the upper channel 12, and the plurality of trusses 14 is applied to the lower channel 10, the lower channel 10 is not able to withstand the weight and is deformed. And, fourth, it was welded to install a plurality of trusses 14 as a roof frame on the upper channel 12, because the welding tools for welding work must be transported on the roof, so the instability and risk of welding work is implied. There existed a fault, such as a fall in efficiency.
본 고안은 이러한 종래의 결점을 해소하고자 안출한 것으로, 조립식 건축판넬의 연결장치의 구조를 개량하여 시공작업의 간단화와 견고한 조립식 건축물을 시공할수 있는 매우 실용적인 것이다.The present invention has been devised to solve such a conventional drawback, and it is very practical to improve the structure of the connection device of the prefabricated building panel and simplify the construction work and construct a solid prefabricated building.
이하 본 고안을 첨부도면에 의하여 상세히 설명한다.Hereinafter, the present invention will be described in detail by the accompanying drawings.
도면 제3도 및 제4도는 본 고안의 실시예이며, 부호 1은 판넬로써 그 판넬(1)은 스치로폴의 전후면에 스레트판을 접착시켜된 것으로 종래의 판넬과 동일하다.3 and 4 are embodiments of the present invention, the symbol 1 is a panel, and the panel 1 is made by adhering a split plate to the front and rear surfaces of the styropole, which is the same as the conventional panel.
상기 판넬(1)은 양측면에 길이방향으로 중앙에 결합홈(2)을 형성하고 그 결합홈(2)의 전후방에 삽입홈(3)을 각각 형성한다.The panel 1 forms coupling grooves 2 in the center in the longitudinal direction on both sides and insert grooves 3 in front and rear of the coupling grooves 2, respectively.
부호 8는 금속재의 연결기둥으로써, 하부에 "ㄷ"자형의 지지각(4)을 용착하고, 상부에 "+"자형의 고정판(5)을 용착하며, 그 고정판(5)의 양측을 절곡시켜 "ㄴ"자형의 고정각(6)을 형성하고, 그 고정각(6)의 중간에 세로방으로 장홈(7)을 형성한다.Reference numeral 8 denotes a connecting pillar made of metal, which welds the support angle 4 having a "c" shape to the bottom, welds the fixed plate 5 of the "+" shape to the top, and bends both sides of the fixing plate 5. A fixed angle 6 having a "b" shape is formed, and a long groove 7 is formed vertically in the middle of the fixed angle 6.
부호 9는 금속제 "H"형 판넬조인트로써 판넬(1)의 삽입홈(3)에 끼워서 틈을 차폐시키도록 한다.Reference numeral 9 is a metal "H" type panel joint to be inserted into the insertion groove 3 of the panel 1 to shield the gap.
부호 10은 상부가 개방된 금속제의 하부찬넬로써, 양측면을 "ㄷ"자형으로 절곡시켜 턱부(11)를 형성한다.Reference numeral 10 is a lower channel made of metal with an open top, and both sides are bent into a "c" shape to form the jaw portion 11.
부호 12는 금속제의 상부찬넬로써, 대략 "ㄹ"자형으로 절곡하여 강도를 높혀 변형을 방지하도록 한다.Reference numeral 12 is a metal upper channel, which is bent in a roughly “d” shape to increase strength to prevent deformation.
상기 상부찬넬(12)에는 길이방향으로 상기 연결기둥(8)이 설치되는 위치마다 2개의 장공(13)을 평행으로 형성한다.In the upper channel 12, two long holes 13 are formed in parallel in each position where the connecting column 8 is installed in the longitudinal direction.
부호 14는 "ㄷ"자형 트러스이며 양단에 구멍(15)을 천공한다.Reference numeral 14 is a t-shaped truss and drills holes 15 at both ends.
이와같이 구성된 본 고안을 조립시킬경우 연결기둥(8)을 하부찬넬(10)의 바닥면에 접촉되도록 삽입설치한후 양측판넬(1)을 연결기둥(8)의 지지각(4)에 걸쳐지도록 함과 동시에 하부찬넬(10)의 턱부(11)에 걸쳐지도록 조립한다.When assembling the present invention configured as described above, after inserting and installing the connecting column 8 to be in contact with the bottom surface of the lower channel 10 so that both panels (1) across the support angle (4) of the connecting column (8). At the same time assembling so as to cover the jaw portion 11 of the lower channel (10).
이때, 연결기둥(8)은 양측판넬(1)의 결합홈(2)에 끼운다.At this time, the connecting column (8) is fitted into the coupling groove (2) of both panels (1).
또한, 양측 판넬(1)의 삽입홈(3)에 판넬조인트(9)를 끼워서 판넬과 판넬(1)의 틈사이를 차폐하여 벽의 디자인을 미려하게 한다.In addition, by inserting the panel joint (9) in the insertion groove (3) of both panels (1) to shield the gap between the panel and the panel (1) to make the design of the wall beautiful.
그후, 상부찬넬(12)을 각각의 판넬(1) 상부에 고정 설치하는바, 이때 상부찬넬(12)의 장공(13)에 연결기둥(8)의 고정각(6)을 끼워 상부로 돌출되게 한다.Thereafter, the upper channel 12 is fixedly installed on each panel 1, and at this time, the fixing angle 6 of the connection column 8 is inserted into the long hole 13 of the upper channel 12 so as to protrude upward. do.
돌출된 고정각(6)에 트러스(14)의 양단을 설치한후 고정각(6)의 장홈(7)과 트러스(14)의 구멍(15)을 일치시켜 보울트(16)와 너트(17)로 고정하여 일체화 한다.After both ends of the truss 14 are installed at the protruding fixed angle 6, the long groove 7 of the fixed angle 6 and the hole 15 of the truss 14 coincide with the bolt 16 and the nut 17. Fix it and integrate it.
그후 상기 트러스(14)에 지붕을 씌움으로써 조립식 건축물의 시공이 완료되는 것이다.After that, the construction of the prefabricated building is completed by covering the truss 14 with a roof.
이와같은 본 고안의 작용효과는 판넬조인트(9)를 판넬과 판넬(1)사이에 간단히 끼움으로써 종래와 같이 판넬조인트(9)와 연결기둥(8)을 보울트와 너트로 체결할 필요가 없으므로 시공작업이 간단하고, 또한 연결기둥(8)을 하부찬넬(10)에 고정시킬 필요없이 단순히 적치하는 것만으로 시공이 완료되므로 작업이 간단하며, 또 다수의 판넬(1)과 판넬조인트(9), 상부찬넬(12), 다수의 트러스(14)의 각 중량이 연결기둥(8)과 하부찬넬(10)에 분산되므로 하부찬넬(10)이 중량으로 인해 변형될 우려가 없는 것이다.Since the effect of the present invention is to insert the panel joint (9) between the panel and the panel (1) by simply inserting the panel joint (9) and the connecting column (8) with bolts and nuts as in the conventional construction The operation is simple, and since the construction is completed by simply stacking the connection column 8 without fixing the lower column 10, the operation is simple, and a plurality of panels (1) and panel joints (9), Since the weight of each of the upper channel 12 and the plurality of trusses 14 is dispersed in the connection column 8 and the lower channel 10, there is no fear that the lower channel 10 is deformed due to the weight.
즉, 연결기둥(8)에는 상부찬넬(12)과 트러스(14)의 중량만 지지토록되어 있고, 하부찬넬(10)은 다수의 판넬(1)과 판넬조인트(9)의 중량만 지지토록되어 있으므로 종래와 같이 중량이 하부찬넬(10)에만 집중되는 결점을 해소한 것이다.That is, the connecting column 8 supports only the weight of the upper channel 12 and the truss 14, and the lower channel 10 supports only the weight of the plurality of panels 1 and the panel joint 9. Therefore, the drawback that the weight is concentrated only on the lower channel 10 as in the prior art is eliminated.
또, 상부찬넬(12)에 다수의 트러스(14)를 각각 고정시킬 때 상부찬넬(12)로 돌출된 연결기둥(8)의 고정각(6)에 트러스(14)를 보울트(16)와 너트(17)로 고정시키는 것만으로 조립이 간단하게 완료되므로 종래와 같이 용접기구를 상부찬넬(12)로 운반시킬 필요가 없어 시공작업이 매우 편리한 잇점이 있는 것이다.In addition, when fixing the plurality of trusses 14 to the upper channel 12, the truss 14 is bolted to the fixing angle 6 of the connecting column 8 protruding from the upper channel 12, and the nut 16 and the nut. Since the assembly is completed simply by fixing to (17), there is no need to transport the welding mechanism to the upper channel 12 as in the prior art, which is a very convenient construction work.
이와같이 본 고안은 시공작업의 간단화로 작업능률이 향상될뿐만아니라 구조적으로 견고하고 공사비가 저렴한 잇점이 있는 것이다.In this way, the present invention not only improves work efficiency by simplifying construction work, but also has advantages in terms of structural strength and low construction cost.
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KR2019890002243U KR910002419Y1 (en) | 1989-02-28 | 1989-02-28 | Connecting structure of panels |
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KR2019890002243U KR910002419Y1 (en) | 1989-02-28 | 1989-02-28 | Connecting structure of panels |
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KR900015777U KR900015777U (en) | 1990-09-03 |
KR910002419Y1 true KR910002419Y1 (en) | 1991-04-20 |
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KR100441934B1 (en) * | 2001-07-05 | 2004-07-27 | 강구태 | A fabrication structure of structural beam and panel for a prefabricated building |
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