KR970011224A - Simultaneous Construction Structure and Construction Method of Prefabricated Reinforcement and Concrete Frame and Interior and Exterior Materials - Google Patents

Simultaneous Construction Structure and Construction Method of Prefabricated Reinforcement and Concrete Frame and Interior and Exterior Materials Download PDF

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KR970011224A
KR970011224A KR1019950027727A KR19950027727A KR970011224A KR 970011224 A KR970011224 A KR 970011224A KR 1019950027727 A KR1019950027727 A KR 1019950027727A KR 19950027727 A KR19950027727 A KR 19950027727A KR 970011224 A KR970011224 A KR 970011224A
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South Korea
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frame
reinforcement
concrete
construction
interior
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KR1019950027727A
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Korean (ko)
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KR0159996B1 (en
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소광민
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소광민
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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
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
    • E04B2/60—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal characterised by special cross-section of the elongated members
    • E04B2/62—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal characterised by special cross-section of the elongated members the members being formed of two or more elements in side-by-side relationship
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • 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
    • E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/562—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with fillings between the load-bearing elongated members
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2418—Details of bolting
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2466—Details of the elongated load-supporting parts
    • E04B2001/2469—Profile with an array of connection holes

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)
  • Panels For Use In Building Construction (AREA)

Abstract

본 발명은 건물의 골조공사를 할 때 철근의 배근을 용이하게 행하고 레미톤 타설시 단열시공과 내,외장재를 동시에 시공할 수 있는 구조에 관한것으로서, 종래에는 철근을 일일이 묶어서 배근하였고 거푸집 설치를 필요로 함으로서 철근의 배근과 거푸집 설치에 소요되는 인력 및 시간 소요가 많았고, 또한 레미콘 양생후 거푸집을 다시 제거하여야 하면서도 단열시공과 내,외장재의 시공을 레미콘 양생후에 별도로 하여야 하므로 공사기일이 많이 소요되는 문제점이 있었다.The present invention relates to a structure that can easily perform the reinforcement of the reinforcing bar when framing a building, and at the same time the insulation construction and interior and exterior materials at the time of remytone placement, conventionally tied the reinforcing bars and install the formwork The labor and time required to install reinforcement and formwork of reinforcing bars were increased, and the construction work was required a lot of time due to separate insulation work and internal and exterior construction work after ready-mix concrete curing, while the formwork had to be removed again after curing of ready-mixed concrete. There was this.

이에 따라 본 발명은 중앙부에 레미톤 유통공(21)이 다수 형성된 수직프레인(20)과 수평프레인(20a)을 양측의 접면부(22)(23)에 형성한 다수의 체결공(24)(25)에 의해 소정간격으로 한 열씩 겹쳐지게 배열한 후 볼트 및 너트 등의 체결구(30)에 의해 종횡의 격자상으로 조립하고, 상기 접면부(22)(23)의 체결공중 프레임이 체결되지 않은 체결공의 소정부위마다 철근(80)을 삽탈할 수 있는 철근삽지편(40)을 설치하여 내력강도를 조절할 수 있는 내,외벽용과 슬라브용의 배근체(10)를 조립한 후 상기 배근체(10)의 양면에 내,외장재(50)(50a)를 거푸집 대신 설치한 상태에서 레미콘을 타설하면 레미콘 양생시 콘크리트 골격과 단열시공 및 내,외장재의 시공이 함께 이루어져 공사 기일의 단축과 인건비 절감의 효과가 커서 공사비를 상당히 줄일 수 가 있는 것이다.Accordingly, in the present invention, a plurality of fastening holes 24 having vertical planes 20 and horizontal planes 20a having a plurality of remytone distribution holes 21 formed in the centers of the contact portions 22 and 23 on both sides thereof ( 25) are arranged so as to overlap one row at a predetermined interval, and then assembled in a vertical and horizontal lattice shape by fasteners 30 such as bolts and nuts, and the frame in the fastening cavity of the contact portions 22 and 23 is not fastened. After installing the reinforcing bar pieces 40 which can insert the reinforcing bar 80 at every predetermined portion of the fastening hole, the assembled reinforcement body 10 for the inner and outer walls and the slab that can adjust the strength strength of the reinforcement body When the ready-mixed concrete is placed on both sides of (10) with the internal and external materials (50) and (50a) installed instead of the formwork, the concrete frame and insulation construction and the internal and external materials are combined during the curing of the ready-mixed concrete, which shortens the construction date and reduces labor costs. The effect of this is so great that the construction cost can be significantly reduced.

Description

조립식 철근배근체와 이를 이용한 콘크리트 골격과 내,외장재의 동시 시공구조 및 시공방법Simultaneous Construction Structure and Construction Method of Prefabricated Reinforcement and Concrete Frame and Interior and Exterior Materials

본 내용은 요부공개 건이므로 전문내용을 수록하지 않았음As this is a public information case, the full text was not included.

제1도(가)는 본 발명의 배근체를 구성하는 프레임의 일례를 보인 사시도,1 (a) is a perspective view showing an example of a frame constituting the reinforcement body of the present invention,

(나)는 본 발명에 사용되는 내,외장재를 예시한 사시도,(B) is a perspective view illustrating the interior and exterior materials used in the present invention,

제2도(가)는 본 발명의 배근체가 조립된 상태를 예시한 사시도,2 (a) is a perspective view illustrating a state in which the reinforcement body of the present invention is assembled,

(나)는 (가)의 배근체를 정면에서 본 상태도,(B) is the state that I saw an astral muscle of (a) from the front,

제3도는 본 발명의 배근체 양면에 내,외장재를 부착한 상태를 예시한 요부 측면도,3 is a side view illustrating main parts illustrating a state in which internal and external materials are attached to both sides of the reinforcement body of the present invention;

제4도는 본 발명에서 수평프레임 양측에 수직프레임이 조립되는 상태를 예시한 측면도,Figure 4 is a side view illustrating a state in which the vertical frame is assembled on both sides of the horizontal frame in the present invention,

제5도는 내,외장재의 접면된 틈새로 유입되는 물이 배수흠에 의해 낙하하는 상태를 보인 요부 측면도.5 is a side view of the main part showing a state in which the water flowing into the contact gap between the inner and outer materials falls due to the drainage flaw.

Claims (11)

중앙부에 레미톤 유통공(21)이 다수 형성된 수직프레임(20)과 수평프레임(20a)을 양측의 접면부(22)(23)에 형성한 다수의 체결공(24)(25)에 의해 소정간격으로 한 열씩 겹쳐지게 배열한 후 볼트 및 너트 등의 체결구(30)에 의해 종횡의 격자상으로 조립하고, 상기 접면부(22)(23)의 체결공(24)(25)중 프레임이 체결되지 않은 체결공에는 소정부위마다 철근(80)을 삽탈할 수 있는 철근삽지편(40)을 설치하여 배근체(10)의 내력강도를 조절할 수 있도록 한 것을 특징으로 하는 조립식 철근배근체.Predetermined by a plurality of fastening holes 24 and 25 in which the vertical frame 20 and the horizontal frame 20a, each of which has a large number of remitone distribution holes 21, are formed in the contact portions 22 and 23 on both sides. After arranging the rows one by one at intervals, they are assembled in a vertical and horizontal lattice form by fasteners 30 such as bolts and nuts, and the frame of the fastening holes 24 and 25 of the contact portions 22 and 23 is formed. Prefabricated reinforcement body is characterized in that the fastening hole is not fastened to install a reinforcing bar insertion piece 40 that can be inserted into the reinforcement (80) for each predetermined portion to adjust the strength strength of the reinforcement body (10). 제1항에 있어서, 양측 접면부(22) (23)를 서로 반대 방향으로 절곡하여 수직프레임(20)과 수평프레임(20a)을 "S"자형의 프레임으로 형성한 것을 특징으로 하는 조립식 철근배근체.2. The prefabricated reinforcement according to claim 1, wherein the both side contact portions (22) and (23) are bent in opposite directions to form the vertical frame 20 and the horizontal frame 20a in an "S" shaped frame. sieve. 제1항 또는 제2항에 있어서, 배근제(10)를 구성하는 상기 수직프레임(20) 및 수평프레임(20a)의 접면부(22)(23)에 체결공(24)(25) 다수개를 한 묶음으로 한 가격표시용 눈금(26)을 소정간격으로 연속 반복하여 형성한 것을 특징으로 하는 조립식 철근배근체.The method of claim 1 or claim 2, wherein a plurality of fastening holes 24, 25 in the contact portion (22) 23 of the vertical frame 20 and the horizontal frame (20a) constituting the reinforcement (10) Prefabricated reinforcement body, characterized in that formed by repeatedly repeating the price display scale (26) at a predetermined interval in a bundle. 제3항에 있어서, 수직프레임(20)과 수평프레임(20a)의 접면부(22)(23)에 형성한 체결공(24)(25)과 체결공(24)(25)사이의 간격은 일측 접면부(22)(23)의 체결공에서 타측 접면부(22)(23)의 체결공까지의 간격과 동일하게 형성한 것을 특징으로 하는 조립식 철근배근체.The space between the fastening holes 24 and 25 and the fastening holes 24 and 25 formed in the contacting portions 22 and 23 of the vertical frame 20 and the horizontal frame 20a. Prefabricated reinforcement body characterized in that formed in the same interval from the fastening hole of one side contact portion (22) (23) to the fastening hole of the other side contact portion (22) (23). 제1항에 있어서, 상기 철근삽지편(40)은 별도로 형성하지 않고 수직프레임(20)과 수평프레임(20a)의 양측 접면부(22)(23)를 타발하여 일체로 형성한 것을 특징으로 하는 조립식 철근배근체.The method of claim 1, wherein the reinforcing bar piece 40 is formed separately by punching both side contact portions 22 and 23 of the vertical frame 20 and the horizontal frame 20a without being formed separately. Prefabricated Reinforcement. 중앙부에 레미톤 유통공(21)이 다수 형성된 수직프레임(20)과 수평프레임(20a)을 양측의 접면부(22)(23)에 형성한 다수의 체겨공(24)(25)에 의해 소정간격으로 한 열씩 겹쳐지게 배열한 후 볼트 및 너트 등의 체결구(30)에 의해 종횡의 격자상으로 조립하고, 상기 접면부(22)(23)의 체결공(24)(25)중 프레임이 체결되지 않은 체결공의 소정부위마다 철근(80)을 삽탈할 수 있는 철근삽지편(40)을 설치하여내력강도를 조절할 수 있는 내,외벽용과 슬라브용의 배근체(10)를 조립한 후 상기 배근체(10)의 양면에 내,외장재(50)(50a)를 거푸집 대신 설치한 상태에서 레미콘을 타설토록 한 것을 특징으로 하는 조립식 철근배근체를 이용한 콘크리트 골격과 내,외장재의 동시 시공구조.Predetermined by the plurality of body holes 24 and 25 formed on the contacting portions 22 and 23 on both sides of the vertical frame 20 and the horizontal frame 20a, each of which has a large number of remiton holes 21 formed in the center thereof. After arranging the rows one by one at intervals, they are assembled in a vertical and horizontal lattice form by fasteners 30 such as bolts and nuts, and the frame of the fastening holes 24 and 25 of the contact portions 22 and 23 is formed. After installing the reinforcing rod pieces 40 for inserting and removing the reinforcing bars 80 at predetermined portions of the fastening holes that are not fastened, the reinforcement bodies 10 for inner and outer walls and slabs for adjusting the strength strength are assembled. Simultaneous construction of the concrete frame and the interior and exterior materials using a prefabricated reinforcement, characterized in that the concrete reinforcement is poured in the state in which the interior, exterior materials (50) (50a) installed in place of the formwork on both sides of the reinforcement body (10). 제6항에 있어서, 외벽용 배근체(10)를 구성하는 수직프레임(20)이나 수평프레임(20a)중 한열의 내부에 단열판(60)을 내설한 다음 그 양면에 내·외장재(50)(50a)를 부착하여 레미콘을 타설하면 콘크리트 골격과 단열시공 및 내,외장재(50)(50a)의 시공이 함께 이루어지도록 한 것을 특징으로 하는 조립식 철근배근체를 이용한 콘크리트 골격과 내,외장재의 동시 시공구조.The method according to claim 6, wherein the heat insulating plate (60) is installed in one row of the vertical frame (20) or the horizontal frame (20a) constituting the outer wall reinforcement (10), and then the inner and outer materials (50) ( When the concrete is laid by attaching 50a), simultaneous construction of the concrete frame and the interior and exterior materials using the prefabricated reinforcement body is characterized in that the construction of the concrete frame and the insulation construction and the interior and exterior materials 50 and 50a are performed together. rescue. 제6항 또는 제7항에 있어서, 수직프레임(20) 및 수평프레임(20a)은 중앙부 양측의 접면부(22)(23)를 서로 반대방향으로 절곡 형성하여 "S"자형으로 형성하고, 다수의 체결공(24)(25)들은 길이를 환산할 수 있도록 일정간격으로 형성하며, 상기 체결공(24)(25) 다수개의 한 묶음으로 한 간격표시용 눈금(26)을 소정간격으로 연속 형성하여 프레임과 내,외장재(50)(50a)의 조립위치를 쉽게 알 수 있도록 한 것을 특징으로 하는 조립식 철근배근체를 이용한 콘크리트 골격과 내,외장재의 동시 시공구조.According to claim 6 or 7, wherein the vertical frame 20 and the horizontal frame (20a) is formed in the "S" shape by bending the contact portion (22, 23) on both sides of the center portion in the opposite direction to each other, The fastening holes 24 and 25 are formed at regular intervals so as to convert lengths, and the fastening holes 24 and 25 are continuously formed at predetermined intervals with a plurality of fastening marks 26 for a predetermined interval. Simultaneous construction structure of the concrete frame and the interior and exterior materials using a prefabricated reinforcement, characterized in that the frame and the interior, exterior materials (50, 50a) to easily know the assembly position. 제8항에 있어서, 내,외장재(50)(50a)의 사방 주연에 배수흠(51)을 형성하여 시멘트물이 내,외장재(50)(50a)의 표면으로 흘러 내리지 못하도록 한 것을 특징으로 하는 조립식 철근배근체를 이용한 콘크리트 골격과 내,외장재의 동시 시공구조.The method of claim 8, wherein the drainage grooves 51 are formed at four circumferences of the inner and outer materials 50 and 50a to prevent cement from flowing down to the surface of the inner and outer materials 50 and 50a. Simultaneous construction of concrete frame and interior and exterior materials using reinforcement. 수직프레임(20)과 수평프레인(20a)을 소정간격으로 한 열씩 겹쳐지게 종횡의 격자상으로 조립하고, 상기 수직프레임(20)과 수평프레임(20a)의 접면부(22)(23)에 형성한 체결공(24)(25)중 프레임이 체결되지 않은 체겨공의 소정부위마다 철근(80)을 삽탈할 수 있는 철근삽지편(40)을 설치하여 내력강도를 조절할 수 있는 내,외벽용과 슬라브용의 배근체(10)로 조립하여 설치한 후, 상기 배근체(10)의 양면에 내, 외장재(50) (50a)를 거푸집 대신 설치하여 레미콘을 타설하면 레미톤 양생시 콘크리트 골격과 내, 외장재(50) (50a)의 시공이 함께 이루어 지도록 한 것을 특징으로 하는 조립식 철근배근체를 이용한 내, 외장재의 동시 시공방법.The vertical frame 20 and the horizontal plane 20a are assembled in a vertical and horizontal lattice shape so as to overlap one row at a predetermined interval, and are formed on the contact portions 22 and 23 of the vertical frame 20 and the horizontal frame 20a. Inner and outer walls and slabs that can adjust the strength strength by installing a reinforcing bar insertion piece 40 for inserting the reinforcing bar 80 at each predetermined portion of the frame hole is not fastened in one of the fastening holes 24, 25 After assembling and installing the reinforcement body 10 of the dragon, and installed on the both sides of the reinforcement body 10, instead of the formwork (50, 50a) to cast the ready-mixed concrete frame and internal concrete, Simultaneous construction method of the inner and outer materials using the prefabricated reinforcement, characterized in that the construction of the exterior material (50) (50a) is made together. 제10항에 있어서, 내,외벽용과 슬라브용으로 설치되는 조립식 배근체(10)중 외벽용 배근체의 내부에 단열판(60)을 설치하여 레미콘을 타설하면 레미콘 양생시 콘크리트 골격과 단열시공 및 내,외장재(50)(50a)의 시공이 함께 이루어지도록 한 것을 특징으로 하는 조립식 철근배근체를 이용한 콘크리트 골격과 내,외장재의 동시 시공방법.The method according to claim 10, wherein when the ready-mixed concrete is laid by installing a heat insulating plate 60 in the inside of the external wall-shaped reinforcement body of the prefabricated reinforcement body 10 installed for the inner and outer walls and the slab, the concrete skeleton and the insulation construction during the curing of the ready-mixed concrete , Simultaneous construction method of the concrete frame and the interior and exterior materials using a prefabricated reinforcement, characterized in that the construction of the exterior material (50) (50a) together. ※ 참고사항 : 최초출원 내용에 의하여 공개하는 것임.※ Note: The disclosure is based on the initial application.
KR1019950027727A 1995-08-30 1995-08-30 Constructon structure and method of interior and exterior element for a building KR0159996B1 (en)

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KR101286370B1 (en) * 2012-01-31 2013-07-15 삼성물산 주식회사 Column having the pre-assembling steel frame and method for constructing the column
KR101345898B1 (en) * 2012-01-31 2013-12-30 삼성물산 주식회사 Wall Having the Pre-assembling Steel Frame and Method for Constructing the Wall

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KR102270087B1 (en) * 2019-08-30 2021-06-28 이영훈 Bracket for supporting insulation material

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101286370B1 (en) * 2012-01-31 2013-07-15 삼성물산 주식회사 Column having the pre-assembling steel frame and method for constructing the column
KR101345898B1 (en) * 2012-01-31 2013-12-30 삼성물산 주식회사 Wall Having the Pre-assembling Steel Frame and Method for Constructing the Wall

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