KR950008885A - Construction material of concrete structure and construction method of concrete structure for building and construction using same - Google Patents

Construction material of concrete structure and construction method of concrete structure for building and construction using same Download PDF

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KR950008885A
KR950008885A KR1019930019188A KR930019188A KR950008885A KR 950008885 A KR950008885 A KR 950008885A KR 1019930019188 A KR1019930019188 A KR 1019930019188A KR 930019188 A KR930019188 A KR 930019188A KR 950008885 A KR950008885 A KR 950008885A
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South Korea
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construction
reinforcing member
concrete structure
wall
metal plate
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KR1019930019188A
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Korean (ko)
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KR960016488B1 (en
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이철우
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이상민
주식회사 일산건설
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Priority to KR93019188A priority Critical patent/KR960016488B1/en
Publication of KR950008885A publication Critical patent/KR950008885A/en
Priority to KR1019960030780A priority patent/KR100189495B1/en
Priority to KR1019960030779A priority patent/KR100189494B1/en
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Publication of KR960016488B1 publication Critical patent/KR960016488B1/en
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/30—Columns; Pillars; Struts
    • E04C3/36—Columns; Pillars; Struts of materials not covered by groups E04C3/32 or E04C3/34; of a combination of two or more materials
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Working Measures On Existing Buildindgs (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

본 발명은 건축 및 구축용 콘크리트구조물에 사용되는 콘크리트 구조물의 구축재에 관한 것으로, 금속망판의 사각관 형태인 다수의 인장보강부재(30A;30B ;30C)를 모서리-모서리 결합방식으로 결합한 인장보강 부재조립체(14)를 금속판체(12) (12')사이에 고정결합하여 벽재(10)를 구성하고 금속판체(12) (12')사이에 고정결합하여 벽재(10)를 구성하고 금속판체(12) (12')사이에 시멘트몰타를 주입경화시킬 수 있게 되어 있다. 본 발명의 구축재는 벽재(10)와 기둥재(16;18)를 포함한다. 또한 본 발명은 상기 벽재(10)와 기등재(16;18)를 이용하여 별도 거푸집을 필요로 하지 않는 건축 및 구축용 콘크리트구조물의 시공방법을 제공한다.The present invention relates to a construction material of a concrete structure used in the construction and construction of concrete structures, a tensile reinforcement combined a plurality of tensile reinforcing members (30A; 30B; 30C) in the form of a square tube of metal mesh panel in the corner-edge coupling method The member assembly 14 is fixedly coupled between the metal plate bodies 12 and 12 'to form the wall member 10. The member assembly 14 is fixedly coupled between the metal plate bodies 12 and 12' to form the wall member 10. Cement malta can be injected and hardened between (12) and (12 '). The construction material of the present invention includes a wall material 10 and pillar materials 16 and 18. In addition, the present invention provides a construction method of building and construction concrete structures that do not require a separate formwork using the wall material 10 and the material (16; 18).

Description

콘크리트 구조물의 구축재와 이를 이용한 건축 및 구축용 콘크리트 구조물의 시공방법Construction material of concrete structure and construction method of concrete structure for building and construction using same

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

제1A도는 본 발명에 따른 구축재로서 벽재나 기둥재의 구성에 사용되는 인장보강 부재의 제1실시형태를 보인 부분사시도,1A is a partial perspective view showing a first embodiment of a tensile reinforcing member used in the construction of a wall member or a pillar member as a construction member according to the present invention;

제1B도-제1D도는 인장보강부재의 제2-제5 실시형태를 보인 부분사시도,1B to 1D are partial perspective views showing the second to fifth embodiments of the tensile reinforcing member,

제2도는 제1A도에서 보인 제1 실시형태의 인장보강부재를 모서리-모서리 연결방식으로 연결하여 보인 인장보강부재 조립체를 보인 약식평면도,FIG. 2 is a schematic plan view showing a tensile reinforcing member assembly shown by connecting the tensile reinforcing member of the first embodiment shown in FIG.

제3도는 제2도에서 보인 인장보강부재 조립체의 일면에 강판재인 금속판체를 첩부하여 벽재로 사용 될 수 있음을 보인 평단면도,FIG. 3 is a cross-sectional view showing that the metal plate body, which is a steel plate, is attached to one surface of the tensile reinforcing member assembly shown in FIG.

제4도는 사각기둥형태로 약화하여 도시한 인장보강부재 조립체가 양측면의 금속판체 사이에 샌드위치 형태로 결합된 벽재의 제2실시형태를 보인 사시도,4 is a perspective view showing a second embodiment of a wall member in which a tension reinforcing member assembly shown in the form of a weakened rectangular pillar is sandwiched between metal plates on both sides thereof;

제5도는 양측면의 금속판 사이에 인장보강부재를 조립체가 샌드위치 형태로 결합되고 상부에 인장보강부재 조립체가 돌출되어 플러그 부분을 구성하므로서 상하 연속조립이 가능하도록 한 벽재의 제3실시형태를 보인 수직단면도.Figure 5 is a vertical cross-sectional view showing a third embodiment of the wall material which enables the continuous reinforcing assembly of the tension reinforcing member assembly between the metal plate of both sides in the form of a sandwich, the tension reinforcing member assembly protrudes on the top to form a plug portion .

Claims (11)

건축 및 구축용 콘크리트 구조물에 사용되는 구축재에 있어서, 금속망판의 사각관 형태인 다수의 인장보강부재(30A;30B;30C)를 모서리-모서리 결합방식으로 결합한 인장보강부재 조립체(14)를 금속판체(12) (12') 사이에 고정결합하여 벽재(10)를 구성하고 금속판체(12) (12')사이에 시멘트몰타르를 주입경화시킬 수 있도록 함을 특징으로 하는 콘크리트 구조물의 구축재.In the construction material used in the concrete structure for building and construction, the metal reinforcing member 14 is a tensile reinforcing member assembly 14 that combines a plurality of tensile reinforcing members (30A; 30B; 30C) in the form of a square tube of metal mesh board in a corner-edge coupling method A construction material for a concrete structure, characterized in that it is fixed between the sieve (12) (12 ') to form a wall material (10) and to inject and harden cement mortar between the metal plate body (12) (12'). 청구범위 1항에 있어서, 인장보강부재 조립체(14)가 하나의 금속판체(12)에 결합됨을 특징으로 하는 콘크리트 구조물의 구축재.The construction material for a concrete structure according to claim 1, characterized in that the tension reinforcing member assembly (14) is coupled to one metal plate body (12). 청구범위 1항에 있어서, 두 금속판체(12) (12')사이에 고정결합된 인장보강부재조립체(14)의 일부가 상측으로 금속판체(12) (12')의 상부로 연장되어 플러그부분(14A)을 구성하고 금속판체(12) (12')의 하부에서는 인장보강부재조립체(14)가 없는 소켓트부분(14B)을 구성하여 벽체(10)를 상하 또는 좌우로 결합시켜 연장할 수 있도록 함을 특징으로 하는 콘크리트구조물의 구축재.The plug portion according to claim 1, wherein a part of the tension reinforcing member assembly 14 fixedly coupled between the two metal plate bodies 12, 12 'extends upwardly to the top of the metal plate bodies 12, 12'. 14A and the lower portion of the metal plate body 12 and 12 ', the socket portion 14B without the tension reinforcing member assembly 14 is formed to extend the wall 10 by combining it vertically or horizontally. Concrete construction material, characterized in that. 청구범위 1항에 있어서, 적어도 하나의 금속판체(12) (12')의 외면이 조면처리된 조면처리외면(12A)을 가짐을 특징으로 하는 콘크리트 구조물의 구축재.The construction material for a concrete structure according to claim 1, wherein the outer surface of the at least one metal plate body (12 ') has a roughened outer surface (12A). 청구범위 1항에 있어서, 적어도 하나의 금속판체(12) (12')의 외면이 파상형면(12B)임을 특징으로 하는 콘크리트구조물의 구축재.The construction material according to claim 1, wherein the outer surface of the at least one metal plate body (12 ') is a wavy surface (12B). 청구범위 1항에 있어서, 벽판체(10C)가 금속판체(12)와 금망판체(36)사이에 금속망관을 "V"자형으로 절곡한 다수의 "V"자형 인장보강부재(30E)를 독립되게 배치하여 구성됨을 특징으로하는 콘크리트구조물의 구축재.The wall plate body (10C) is a plurality of "V" -shaped tensile reinforcing member (30E) of bending the metal mesh tube in the "V" shape between the metal plate body 12 and the gold mesh plate 36. Construction material for a concrete structure, characterized in that arranged independently. 청구범위 6항에 있어서, 금속판체(12)와 금망판체(36) 사이에 연속 "W"자형의 인장보강부재(30F)가 배치됨을 특징으로 하는 콘크리트구조물의 구축재.The construction material according to claim 6, characterized in that a continuous "W" shaped reinforcement member (30F) is disposed between the metal plate body (12) and the metal mesh plate (36). 건축 및 구축용 콘크리트구조물에 사용되는 구축재에 있어서, 금속망판의 관상형태인 다수의 인장보강부재(30A;30B;30C)를 모서리-모서리 결합방식으로 결합한 인장보강부재 조립체(24;26;28)를 외부금속관체(20;20)의 내면에 고정결합하여 기둥재(16;18)를 구성하고 내부에 시멘트몰타르를 주입경화시킬 수 있도록 함을 특징으로 하는 콘크리트구조물의 구축재.In the construction material used in the construction and construction of concrete structures, tensile reinforcing member assembly (24; 26; 28) in which a plurality of tensile reinforcing members (30A; 30B; 30C), which are tubular forms of metal mesh boards, are combined in a corner-edge coupling method. ) Is fixed to the inner surface of the outer metal tube (20; 20) to form the pillar material (16; 18) and the construction material of the concrete structure, characterized in that the injection to harden the cement mortar. 청구범위 8항에 있어서, 기둥재(16;18)가 상하 결합될 수 있도록 플러그부분(24A)과 소켓트부분(24B)을 가짐을 특징으로 하는 콘크리트구조물의 구축재.The construction material according to claim 8, characterized in that it has a plug portion (24A) and a socket portion (24B) so that the pillar (16; 18) can be coupled up and down. 개방구거(54)의 저면부(56)와 측벽부(58)를 콘크리트구조물로 구축하는 콘크리트구조물의 시공방법에 있어서, 개방구거(54)의 저면부(56)에 금속망판의 사각관형태인 인장보강부재로 구성된 인장보강부재조립체(14)가 금속판체(12)상에 배치된 벽재(10A)를 전개하고 측면부(58)에는 두 금속판체(12) (12') 사이에 인장보강부재 조립체(14)가 샌드위치형으로 배치된 벽재(10)를 입설하여 수평전개된 벽재(10A)의 인장보강부재조립체(14)의 상부와 수직으로 입설된 벽재(10)의 상측벽부로 시멘트몰타르를 주입하여 각인장보강부재조립체(14)가 경화된 콘크리트내에 매입되게 하므로서 콘크리트타설후 제거되는 별도의 거푸집을 필요로 하지 않고 콘크리트 구조물을 시공함을 특징으로하는 건축 및 구축용 콘크리트 구조물의 시공방법.In the construction method of a concrete structure in which the bottom portion 56 and the side wall portion 58 of the open groove 54 are constructed of a concrete structure, the bottom surface portion 56 of the open groove 54 has a rectangular tube shape of a metal mesh plate. A tension reinforcing member assembly 14 composed of a tension reinforcing member deploys the wall member 10A disposed on the metal plate body 12, and the side portion 58 has a tensile reinforcing member assembly between the two metal plate bodies 12 and 12 '. Cement mortar is injected into the upper wall portion of the wall material 10 placed vertically with the upper part of the tension reinforcing member assembly 14 of the wall material 10A horizontally developed by placing the wall material 10 arranged in the sandwich shape. The construction method of the construction and construction of a concrete structure, characterized in that the concrete structure is constructed without the need for a separate formwork to be removed after the concrete pouring by allowing the imprint reinforcement member assembly 14 is embedded in the hardened concrete. 벽체형태의 콘크리트구조물을 시공하는 방법에 있어서, 두 금속판체(12) (12')사이에 인장보강부재조립체(14)가 샌드위치형으로 배치된 벽재(10)를 입설고정하고 이 벽재(10)의 상부로부터 시멘트몰타르를 주입하여 인장보강부재조립체(14)가 경화된 콘크리트내에 매입되게 하고 벽체(10)의 금속판체(12) (12')외면에 외장재 또는 내장재를 부착함을 특징으로하는 건축 및 구축용 콘크리트 구조물의 시공방법.In the method of constructing a wall-shaped concrete structure, a wall member 10 having a sandwich structure in which a tension reinforcing member assembly 14 is sandwiched between two metal plates 12 and 12 'is sandwiched and fixed. Cement mortar is injected from the top of the structure to allow the reinforcement reinforcing member assembly 14 to be embedded in the hardened concrete and attach the exterior material or interior material to the outer surface of the metal plate 12, 12 ′ of the wall 10. And construction method of building concrete structures. ※ 참고사항 : 최초출원 내용에 의하여 공개하는 것임.※ Note: The disclosure is based on the initial application.
KR93019188A 1993-09-21 1993-09-21 Concrete construction Expired - Lifetime KR960016488B1 (en)

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Application Number Priority Date Filing Date Title
KR93019188A KR960016488B1 (en) 1993-09-21 1993-09-21 Concrete construction
KR1019960030780A KR100189495B1 (en) 1993-09-21 1996-07-27 Column material for concrete structures
KR1019960030779A KR100189494B1 (en) 1993-09-21 1996-07-27 Executing method of the concrete structure work

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KR93019188A KR960016488B1 (en) 1993-09-21 1993-09-21 Concrete construction

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KR1019960030779A Division KR100189494B1 (en) 1993-09-21 1996-07-27 Executing method of the concrete structure work
KR1019960030780A Division KR100189495B1 (en) 1993-09-21 1996-07-27 Column material for concrete structures

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KR1019960030780A Expired - Fee Related KR100189495B1 (en) 1993-09-21 1996-07-27 Column material for concrete structures
KR1019960030779A Expired - Fee Related KR100189494B1 (en) 1993-09-21 1996-07-27 Executing method of the concrete structure work

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KR100346263B1 (en) * 1999-11-05 2002-07-26 엘지전자주식회사 A multi level position/range designating user interface of a multimedia stream for efficient browsing, editing and indexing of a multimedia stream
KR100849419B1 (en) * 2006-09-05 2008-07-31 아이알윈드파워 주식회사 Body Structure for Support
KR101118305B1 (en) 2009-05-25 2012-03-22 재단법인 포항산업과학연구원 Composire bridge and hybrid tower for construction composite bridge
CN103967201A (en) * 2014-03-31 2014-08-06 浙江杭萧钢构股份有限公司 Steel tube bundle combined structure consisting of Z-shaped steel

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KR100189495B1 (en) 1999-06-01

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