KR950018992A - Angle steel for joining each member in prefabricated structure - Google Patents

Angle steel for joining each member in prefabricated structure Download PDF

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Publication number
KR950018992A
KR950018992A KR1019930026489A KR930026489A KR950018992A KR 950018992 A KR950018992 A KR 950018992A KR 1019930026489 A KR1019930026489 A KR 1019930026489A KR 930026489 A KR930026489 A KR 930026489A KR 950018992 A KR950018992 A KR 950018992A
Authority
KR
South Korea
Prior art keywords
steel
joining
angular
prefabricated structure
semi
Prior art date
Application number
KR1019930026489A
Other languages
Korean (ko)
Inventor
어양석
김상식
Original Assignee
박기석
삼성건설 주식회사
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 박기석, 삼성건설 주식회사 filed Critical 박기석
Priority to KR1019930026489A priority Critical patent/KR950018992A/en
Publication of KR950018992A publication Critical patent/KR950018992A/en
Priority to KR2019960009517U priority patent/KR970004436Y1/en

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E04C5/162—Connectors or means for connecting parts for reinforcements

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

본 발명은 조립식 구조물에서 각 부재의 접합용 반원봉강에 관한 것으로, 단위 바닥 슬라브 부재들 내장 철근중 외부로 돌출되도록 한 후크철근끼리 연결하거나, 또는 상기 단위 바닥슬라브부재들의 후크철근을 벽체를 이루는 단위벽체 부재들의 후크철근에 상호 연결할때 반원봉강을 대향되게 설치하면서 볼트와 너트로 견고하게 결합함으로써 상기 철근의 연결고리들이 각각 2개씩의 볼트·너트에 의해 상호 연결되는 상태가 되도록 하여 부재 접합부의 연속성이 향상되도록 하였다.The present invention relates to a semi-circle bar for joining each member in a prefabricated structure, the unit that connects the hook reinforcement to protrude to the outside of the reinforcing bars of the unit floor slab, or a unit forming the wall of the hook reinforcement of the unit floor slab members When connecting to the reinforcing bars of the wall members, the semi-circle bars are installed oppositely and firmly coupled with bolts and nuts so that the connecting rings of the reinforcing bars are interconnected by two bolts and nuts, respectively. This was to be improved.

Description

조립식 구조물에서 각 부재의 접합용 각강Angle steel for joining each member in prefabricated structure

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

제1도는 본 발명의 사시도,1 is a perspective view of the present invention,

제2도는 본 발명의 단면도,2 is a cross-sectional view of the present invention,

제3도는 본 발명의 사용상태를 나타낸 개략단면도,3 is a schematic cross-sectional view showing a state of use of the present invention,

제4도는 본 발명의 다른 사용상태를 나타낸 개략단면도,4 is a schematic cross-sectional view showing another use state of the present invention;

제5도는 본 발명의 다른 실시예를 나타낸 사시도,5 is a perspective view showing another embodiment of the present invention,

제6도는 본 발명의 또다른 실시예를 나타낸 사시도.6 is a perspective view showing another embodiment of the present invention.

Claims (5)

두 바닥 슬라브부재(5)(6)에 일부가 돌출되도록 내설한 후크철근(7)(8)을 상호연결함에 있어서, 각강(1)(1a)을 오목부(7a)(8a)에 대향되게 설치하면서 볼트공(2)(3)(3a)을 통해 볼트(9)(10)와 너트(9a)(10a)로서 체결하도록 한 것을 특징으로 하는 조립식 구조물에서 각 부재의 접합용 각강.In interconnecting the hook reinforcing bars (7) (8), which partly protrudes from the two bottom slab members (5) (6), the angular steel (1) (1a) is opposed to the recesses (7a) (8a). The angular steel for joining each member in the prefabricated structure, wherein the bolt holes (2) (3) (3a) are fastened as bolts (9) (10) and nuts (9a) (10a). 제1항에 있어서, 벽체 또는 바닥면에 볼트봉(12)(12a)을 노출되도록 고정하고, 다른 바닥슬라브부재 또는 다른 벽체부재(13)의 후크철근(14)에 설치하여 각강(15)의 볼트공(16)(16a)에 끼워지도록 한 후 너트(17)(17a)로 체결하도록 한 것을 특징으로 하는 조립식 구조물에서 각 부재의 접합용 각강.The method according to claim 1, wherein the bolt rods 12 and 12a are fixed to the wall or the bottom surface and are installed on the hook reinforcement 14 of the other floor slab member or the other wall member 13 so as to provide The angular steel for joining each member in the prefabricated structure, characterized in that the bolt hole (16) (16a) is to be fitted to the nut (17) (17a). 제1항에 있어서, 각강(1)은 소정크기의 각형 철근을 정길이로 절단한 후 상,하로 2개의 볼트공(2)(3)을 형성하면서 저면 중앙에 반원형 곡면홈(4)을 형성한 것을 특징으로 하는 조립식 구조물에서 각 부재의 접합용 각강.The method of claim 1, wherein the angle steel (1) is formed in a semi-circular curved groove (4) in the center of the bottom surface while forming two bolt holes (2) (3) up and down after cutting a rectangular steel bar of a predetermined size to a regular length Angle steel for joining each member in the prefabricated structure, characterized in that one. 제1항에 있어서, 각강(19)은 저면에 반원형 곡면홈(20)에 구비된 각강(19)에다 상하로 소정의 간격을 두고 한쪽은 볼트공(21)을 형성하면서 다른쪽은 볼트홀(22)으로 형성한 것을 특징으로 하는 조립식 구조물에서 각 부재의 접합용 각강.The method of claim 1, wherein the angular steel 19 is formed in the angular steel 19 provided in the semi-circular curved groove 20 on the bottom of the angular steel 19 at a predetermined interval up and down with one side to form a bolt hole 21 while the other is a bolt hole ( Angle steel for joining each member in the prefabricated structure, characterized in that formed by 22). 제1항에 있어서, 각강(23)은 저면에 반원형 곡면홈(24)이 구비된 각강(23)에다 소정의 간격을 두고 볼트홀(25)(25a)을 상하로 형성한 것을 특징으로 하는 조립식 구조물에서 각 부재의 접합용 각강.The method of claim 1, wherein the angular steel 23 is a prefabricated, characterized in that formed in the angular steel 23 is provided with a semi-circular curved groove 24 on the bottom at a predetermined interval up and down bolt holes 25, 25a Angle steel for joining each member in the structure. ※ 참고사항 : 최초출원 내용에 의하여 공개하는 것임.※ Note: The disclosure is based on the initial application.
KR1019930026489A 1993-12-04 1993-12-04 Angle steel for joining each member in prefabricated structure KR950018992A (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
KR1019930026489A KR950018992A (en) 1993-12-04 1993-12-04 Angle steel for joining each member in prefabricated structure
KR2019960009517U KR970004436Y1 (en) 1993-12-04 1996-04-26 Connecting devices adapted for building elements

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1019930026489A KR950018992A (en) 1993-12-04 1993-12-04 Angle steel for joining each member in prefabricated structure

Related Child Applications (1)

Application Number Title Priority Date Filing Date
KR2019960009517U Division KR970004436Y1 (en) 1993-12-04 1996-04-26 Connecting devices adapted for building elements

Publications (1)

Publication Number Publication Date
KR950018992A true KR950018992A (en) 1995-07-22

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Family Applications (2)

Application Number Title Priority Date Filing Date
KR1019930026489A KR950018992A (en) 1993-12-04 1993-12-04 Angle steel for joining each member in prefabricated structure
KR2019960009517U KR970004436Y1 (en) 1993-12-04 1996-04-26 Connecting devices adapted for building elements

Family Applications After (1)

Application Number Title Priority Date Filing Date
KR2019960009517U KR970004436Y1 (en) 1993-12-04 1996-04-26 Connecting devices adapted for building elements

Country Status (1)

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Also Published As

Publication number Publication date
KR970004436Y1 (en) 1997-05-09

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