KR960023550A - Assembly structure of reinforcement and interior and exterior materials and construction method using the same - Google Patents

Assembly structure of reinforcement and interior and exterior materials and construction method using the same Download PDF

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Publication number
KR960023550A
KR960023550A KR1019940037945A KR19940037945A KR960023550A KR 960023550 A KR960023550 A KR 960023550A KR 1019940037945 A KR1019940037945 A KR 1019940037945A KR 19940037945 A KR19940037945 A KR 19940037945A KR 960023550 A KR960023550 A KR 960023550A
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South Korea
Prior art keywords
reinforcement
interior
exterior materials
construction
fastened
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KR1019940037945A
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Korean (ko)
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소광민
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소광민
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Priority to KR1019940037945A priority Critical patent/KR960023550A/en
Publication of KR960023550A publication Critical patent/KR960023550A/en

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Abstract

본 발명은 건물을 신축할 때 사용되는 철근배근체와 내·외장재의 조립구조 및 이를 이용한 시공방법에 관한 것으로서, 종래에는 레미콘을 타설하기 위해 거푸집을 일일이 설치하고 해체하는 번거로움과 건물의 골격을 이루는 사방의 벽체와 슬라브를 함께 시공하지 못하고 따로따로 시공한 후 내·외장재를 또다시 시공하여야 함으로서 공사기간이 상당이 길게 소요되고 인건비의 지출이 많이 소요됨으로 인해 공사비가 상승되는 문제점이 있었다.The present invention relates to an assembling structure of reinforcement and interior and exterior materials used when constructing a building, and a construction method using the same. In the related art, the hassle of installing and disassembling formwork in order to place a ready-mixed concrete and a skeleton of a building There was a problem in that the construction cost was increased due to the long time required for the construction and the high cost of labor due to the additional construction of the interior and exterior materials after the separate construction of the walls and slabs.

따라서, 본 발명은 수개의 연결구(20)로 일정간격 유지되는 다수의 철근배근체(10a)(10b)를 서로 병렬시킨 후 레일간(41)의 양단이 걸이부(42)가 형성된 이음쇠(40)를 각 철근배근체의 배근(11)(12)에 걸어 연결상태가 유지되게 하고, 상기 이음쇠(40)의 레일간(41)에는 너트(50)를 이동자재되게 설치한 후 삽입공(80a)(90a)이 형성된 내·외장재(80)(90)를 상기 너트(50)와 체결되는 볼트(60)에 의해 거푸집 대신 조립 체결하면 레미콘을 타설하여 양생시 입벽과 슬라브의 동시 완성과 함께 내·외장재의 시공이 완료되므로 종래와 같이 콘크리트 양생 후 거푸집의 해체와 내·외장재의 추후 시공을 할 필요가 없게되며, 이에따라 공사기간과 인력소모를 최대한 줄일 수 있어 공사비를 상당히 절감할 수가 있는 것이다.Therefore, in the present invention, a plurality of reinforcement bodies 10a and 10b which are maintained at regular intervals with several connectors 20 are parallel to each other, and both ends of the rail sections 41 are provided with a hook portion 42 having a hook portion 42. ) Is connected to the reinforcement (11) (12) of each of the reinforcement body to maintain the connection state, the insertion hole (80a) after the nut (50) is installed to move between the rails 41 of the fitting (40) When the interior and exterior materials (80, 90) formed with 90) is assembled and fastened instead of formwork by bolts (60) fastened to the nut (50), the ready-mixed concrete walls and slabs are placed together during the curing. · Since the construction of the exterior materials is completed, there is no need to dismantle the formwork after concrete curing and later construction of the interior and exterior materials as in the prior art. Accordingly, the construction period and manpower consumption can be reduced as much as possible, thereby significantly reducing the construction cost.

Description

철근배근체와 내·외장재의 조립구조 및 이를 이용한 시공방법Assembly structure of reinforcement and interior and exterior materials and construction method using the same

본 내용은 요부공개 건이므로 전문내용을 수록하지 않았음Since this is an open matter, no full text was included.

제1도는 본 발명의 설치상태를 일부 예시한 정면도, 제2도는 제1도의 철근배근체와 내·외장재의 일부 분해 사시도, 제3도는 본 발명의 철근배근체에 설치된 이음쇠와 너트가 이동되는 상태를 예시한 확대 사시도, 제4도는 본 발명의 철근배근체에 내·외장재가 결합된 상태의 요부 평단면도.1 is a front view partially illustrating the installation of the present invention, FIG. 2 is a partially exploded perspective view of the reinforcement and the interior and exterior materials of FIG. 1, and FIG. 3 is a fitting and a nut installed in the reinforcement of the present invention. An enlarged perspective view illustrating the state, Figure 4 is a planar cross-sectional view of the main portion of the interior and exterior material is coupled to the reinforcement of the present invention.

Claims (5)

수개의 연결구(20)로 일정간격 유지되는 다수의 철근배근체(10a)(10b)를 서로 병렬시킨 후 레일간(41) 양단에 걸이부(42)가 형성된 이음쇠(40)를 각 철근배근체의 배근(11)(12)에 걸어 연결상태가 유지되게 하고, 상기 이음쇠(40)의 레일간(41)에는 너트(50)를 이동자재되게 설치한 후 삽입공(80a)(90a)이 형성된 내·외장재(80)(90)를 상기 너트(50)와 체결되는 볼트(60)에 의해 조립 체결되게 한 것을 특징으로 하는 철근배근체와, 내·외장재의 조립구조.After each of the plurality of reinforcement bodies 10a and 10b which are maintained at regular intervals with several connectors 20 in parallel with each other, each of the reinforcement bodies has a fitting 40 having hook portions 42 formed at both ends of the rails 41. Hooked to the back muscles (11) (12) to maintain the connection state, the rail between the fitting (40) 41 of the nut (50) is installed to move freely after the insertion hole (80a, 90a) is formed Reinforcing bar reinforcement, and the interior and exterior materials, characterized in that the interior and exterior materials (80, 90) is assembled and fastened by the bolt (60) fastened to the nut (50). 제1항에 있어서, 다수의 철근배근체(10a)(10b) 중 바닥이나 슬라브용 철근배근체(10b)는 배근(11)(12)을 서로 연결할때 상기 이음쇠(40) 외에 횡간(13)으로도 연결하여 체결상태가 유지되게 한 것을 특징으로 하는 철근배근체와 내·외장재의 조립구조.According to claim 1, Among the plurality of reinforcement (10a) (10b) of the bottom or slab reinforcement (10b) when connecting the reinforcement (11) 12, transverse 13 in addition to the fitting (40) Assembly structure of reinforcement and interior and exterior materials, characterized in that the connection state is maintained by connecting. 제1항에 있어서, 상기 연결구(20)의 일측면 또는 양면에 삽지홈(31)이 형성된 볼켑(30)을 끼워서 철근배근체(10a)(10b)의 양면에 체결되는, 내·외장재(80)(90)들이 철근배근체(10a)(10b)의 양측 배근(11)(12)들과 소정간격 유지되게 한 것을 특징으로 하는 철근배근체와 내·외장재의 조립구조.According to claim 1, The interior and exterior material 80, which is fastened to both sides of the reinforcement (10a) (10b) by inserting the ball pin (30) formed with the insertion groove 31 on one side or both sides of the connector 20 (90) are the reinforcement and assembly structure of the reinforcement and the interior, characterized in that the reinforcement (10a, 10b) to maintain a predetermined interval with both sides of the reinforcement (11, 12). 제1항에 있어서, 상기 내·외장재(80)(90)의 삽입공(80a)(90a)에 끼워지는 볼트(60)의 헤드(61)에 나합홈(62)을 형성한 후 넓은 플랜지(71)가 구비된 보조볼트(70)를 일체로 나합한 상태에서 체결토록 하여 내·외장재(80)(90)의 체결력이 증대되게 한 것을 특징으로 하는 철근배근체와 내·외장재의 조립구조.According to claim 1, After forming the screw groove 62 in the head 61 of the bolt 60 to be fitted into the insertion hole (80a) (90a) of the interior and exterior material 80, 90 after the wide flange ( 71) is provided with the assembly of the reinforcement and the interior and exterior materials, characterized in that the fastening force of the interior and exterior materials (80, 90) is increased by tightening the auxiliary bolt (70) integrally united. 연결구(20) 양측에 볼캡(30)이 끼워지고 양측 배근(11)(12)들이 이음쇠(40)로 연속 연결상태를 유지하는 다수의 입벽용 철근배근체(10a)와 바닥 및 슬라브용 철근배근체(10b)들을 건물의 기초(100) 상에 차례로 설치한 후 그 접면부를 용접수단 등에 의해 서로 결착시켜 각 철근배근체(10a)(10b)들을 상자형으로 조립 체결하는 제1공정과; 상기 철근배근체(10a)(10b)의 배근(11)(12)에 양단이 걸이부(42)가 걸려 이동되면서 중앙의 레일간(41)에서 너트(50)가 이동되는 이음쇠(40)에 의해 필요한 내·외장재(80)(90)를 거푸집 대용으로 체결하는 제2공정; 상기 공정 후, 내·외장재(80)(90)가 체결된 각 철근배근체(10a)(10b)에 레미콘 타설작업을 행하면 건물의 입벽과 슬라브를 형성하기 위한 레미콘 양생작업과 내·외장재의 시공작업이 동시에 행하여 지도록 하는 제3공정으로 된 것을 특징으로 하는 철근배근체와 내·외장재의 조립구조를 이용한 시공방법.The ball cap 30 is fitted to both sides of the connector 20 and both the reinforcement bars 11 and 12 are continuously connected to the fittings 40 by a plurality of reinforcement bodies 10a and reinforcement bars for floors and slabs. Firstly installing the sieves 10b on the foundation 100 of the building and then binding the contact portions with each other by welding means to assemble and fasten the respective reinforcement bodies 10a and 10b into a box shape; Both ends of the reinforcement body (10a) (10b) of the reinforcement (11) 12, while the hook portion 42 is caught and moved to the fitting 40 to move the nut 50 in the rail between the center 41 A second step of fastening the necessary interior and exterior materials (80) and (90) by means of substitutes; After the above process, when the ready-mixed concrete is placed on each of the reinforcement bodies 10a and 10b to which the internal and external materials 80 and 90 are fastened, the ready-mixed curing work and the construction of the internal and external materials to form the walls and slabs of the building Construction method using the assembly structure of the reinforcement and the interior and exterior materials, characterized in that the third step to perform the work at the same time. ※ 참고사항 : 최초출원 내용에 의하여 공개하는 것임.※ Note: The disclosure is based on the initial application.
KR1019940037945A 1994-12-28 1994-12-28 Assembly structure of reinforcement and interior and exterior materials and construction method using the same KR960023550A (en)

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KR1019940037945A KR960023550A (en) 1994-12-28 1994-12-28 Assembly structure of reinforcement and interior and exterior materials and construction method using the same

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