KR970043654A - Deck girder and deck panels of reinforced concrete slabs - Google Patents

Deck girder and deck panels of reinforced concrete slabs Download PDF

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Publication number
KR970043654A
KR970043654A KR1019950053420A KR19950053420A KR970043654A KR 970043654 A KR970043654 A KR 970043654A KR 1019950053420 A KR1019950053420 A KR 1019950053420A KR 19950053420 A KR19950053420 A KR 19950053420A KR 970043654 A KR970043654 A KR 970043654A
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KR
South Korea
Prior art keywords
deck
reinforced concrete
girder
concrete slab
foot
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Application number
KR1019950053420A
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Korean (ko)
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KR0180077B1 (en
Inventor
유복석
이용덕
이원호
Original Assignee
유복석
주식회사 해동메쉬
이용덕
해동금속 주식회사
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Priority to KR1019950053420A priority Critical patent/KR0180077B1/en
Publication of KR970043654A publication Critical patent/KR970043654A/en
Application granted granted Critical
Publication of KR0180077B1 publication Critical patent/KR0180077B1/en

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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
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
    • E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
    • E04B5/40—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element with metal form-slabs
    • 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)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

본 발명은 철근 콘크리트 슬래브 구조의 구성에 사용되는 신규한 데크 거어더와 이를 이용한 데크 패널을 개시한다. 거푸집 공법의 문제를 해결하기 위해 등장한 데크 플레이트는, 배근광정이 종래와 같이 번잡하고 중구조를 형성하는 문제가 있었다. 본 발명에서는 두 패티스재가 Y자형의 단면으로 중립축을 높인 상태로 상하 부철근을 지지하여 그 거치만으로도 배근이 완료되도록 하였으며, 특히 이 데크 거어더를 마감판에 접합하여 데크 패널을 구성하여 데크 패널의 연결로 콘크리트 타설준비가 완료되도록 하여 공기의 현저한 단축과 구조의 최적화를 달성하였다.The present invention discloses a novel deck girder and deck panel using the same for the construction of reinforced concrete slab structures. The deck plate which appeared to solve the problem of the formwork method had the problem that back root light tablet was complicated as before, and forms a heavy structure. In the present invention, the two patty materials to support the upper and lower secondary reinforcement in the state of raising the neutral axis in the Y-shaped cross-section so that the reinforcement is completed by just mounting, in particular, the deck girder is bonded to the finishing plate to form a deck panel The construction of the concrete was completed by the connection of, to achieve a significant shortening of the air and optimization of the structure.

Description

철근 콘크리트 슬래브의 데크 거어더 및 데크 패널Deck girder and deck panels of reinforced concrete slabs

제1도는 데크 플레이트의 구성을 보이는 사시도로서, (A), (B)는 각각 다른 배근구조를 보이는 도면.1 is a perspective view showing the configuration of the deck plate, (A), (B) is a view showing a different reinforcement structure respectively.

제2도는 본 발명 데크 거어더의 구성과 설치구조를 보이는 분해 사시도.Figure 2 is an exploded perspective view showing the configuration and installation structure of the deck girder of the present invention.

제3도는 그 배근 상태를 보이는 결합상태 단면도.3 is a cross-sectional view showing the state of the reinforcement coupled state.

제4도는 본 발명에 의한 데크 패널의 구성을 보이는 사시도.4 is a perspective view showing the configuration of the deck panel according to the present invention.

제5도는 본 발명 데크 패널을 사용한 슬래브 축조과정을 설명하는 사시도이다.5 is a perspective view illustrating a slab construction process using the deck panel of the present invention.

본 내용은 내부공개 건이므로 전문 내용을 수록하지 않았음Since this is an internal disclosure issue, the full text is not included.

Claims (8)

수평으로 형성된 푸트(2a)와 상기 푸트(2a)로부터 상방으로 연장되는 연장부(2b)와 상기 연장부(2b)로부터 외측으로 절곡되어 산형으로 연장되는 지지부(2c)가 연속적으로 형성되어 구성된 두 래티스재92)가, 상기 연장부92b)의 사이에 적어도 한 하부철근(4)을 접합지지하고, 상기 양 래티스재(2)의 지지부(2c)상단에 각가 한 상부철근(30을 접합 지지하여 단면으로 보다 Y 자형으로 구성되고, 설치면상에 거치되어 그 상부에 철근망(W)을 지지함으로써 슬래브의 배근 구조를 형성하는 것을 특징으로 하는 철근 콘크리트 슬래브의 데크 거어더.The foot 2a formed horizontally, the extension part 2b extending upward from the foot 2a, and the support part 2c which are bent outwardly from the extension part 2b and extended in a mountain form are continuously formed. The lattice member 92 bonds and supports at least one lower reinforcing bar 4 between the extension portions 92b, and supports and supports the upper reinforcing bars 30, respectively, on the upper ends of the supporting portions 2c of the both lattice materials 2, A deck girder for reinforced concrete slabs, which is formed in a Y-shape in cross section and is mounted on an installation surface to support a reinforcing steel bar (W) thereon to form a reinforcement structure of the slab. 제1항에 있어서, 상기 설치면이 코러게이트 형태로 형성된 데크 플레이트(D)의 골(D1)인 것을 특징으로 하는 철근 콘크리트 슬래브의 데크 거어더.The deck girder of a reinforced concrete slab according to claim 1, wherein the installation surface is a valley (D1) of the deck plate (D) formed in a corrugated shape. 제1항 또는 제2항중의 어느 한 항에 있어서, 상기 양 래티스재(2)의 푸트(2a)간의 간격이 상기 데크 플레이트(D)의 골(D1)의 폭에 대응하는 것을 특징으로 하는 철근 콘크리트 슬래브의 데크 거어더.The reinforcing bar according to any one of claims 1 to 3, wherein the spacing between the feet 2a of the both lattice materials 2 corresponds to the width of the valleys D1 of the deck plate D. Deck girder of concrete slab. 소정의 단위 크기로 형성된 마감판 (11)상에 그 종강도를 담당하는 복수의 데크 거어더(1)가 접합되어 구성됨으로써, 철근 콘크리트 슬래브 구조의 콘크리트의 외면을 마감함과 동시에 배근구조를 형성하는 것을 특징으로 하는 철근 콘크리트 슬래브의 데크 패널.By forming a plurality of deck girders (1) in charge of the longitudinal strength on the finishing plate (11) formed in a predetermined unit size, thereby finishing the outer surface of the concrete of reinforced concrete slab structure and at the same time forming a reinforcement structure Deck panel of reinforced concrete slabs, characterized in that. 제4항에 있어서 상기 데크 거어더(1)가 수평으로 형성된 푸트(2a)와 상기 푸트(2a)으로 부터 상방으로 연장되는 연장부(2b)와 상기 연장부(2b)로부터 외측으로 절곡되어 산형으로 연장되는 지지부(2c)가 연속적으로 형성되어 구성된 두 래티스재(2)가, 상기 연장부(2b)의 사이에 적어도 한 하부철근(4)을 접합지지하고, 산기 양 래티스재(2)의 지지부(2c) 상단에 각각 한 상부철근(3)을 접합 지지하여 단면으로 보다 Y자형으로 구성되는 것을 특징으로 하는 철근 콘크리트 슬래브의 데크 패널.5. The deck girder (1) according to claim 4, wherein the deck girder (1) is horizontally bent from the foot (2a) and the extension (2b) extending upwardly from the foot (2a) and the extension (2b). The two lattice materials 2 formed by continuously forming the support portions 2c extending to each other support the at least one lower reinforcing bar 4 between the extension portions 2b, and Deck panel of reinforced concrete slab, characterized in that the upper portion of the support portion (2c) bonded to each one of the upper reinforcement (3) is configured in a Y-shaped cross section. 제 5항에 있어서, 상기 각 데크 거어더(1)의 푸트(2a')가 인접된 데크 거어더(1)와의 중심선까지 연장되는 것을 특징으로 하는 철근 콘크리트 슬래브의 데크 패널.6. Deck panel according to claim 5, characterized in that the foot (2a ') of each deck girder (1) extends to a centerline with an adjacent deck girder (1). 제 4항에 있어서, 상기 마감판(11)이 도금강판으로 구성되는 것을 특징으로 하는 철근 콘크리트 슬래브의 데크 패널.The deck panel of reinforced concrete slab according to claim 4, wherein the finishing plate (11) is made of a plated steel sheet. 제 4항에 있어서 상기 마감판(11)의 양단에 서로 반대방향으로 절곡된 랩부(11a,11b)가 형성되는 것을 특징으로 하는 철근 콘크리트 슬래브의 데크 패널5. Deck panel of reinforced concrete slab according to claim 4, characterized in that wrap portions (11a, 11b) bent in opposite directions to both ends of the finishing plate (11) are formed.
KR1019950053420A 1995-12-21 1995-12-21 Dech girder of reinforced concrete slab KR0180077B1 (en)

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KR1019950053420A KR0180077B1 (en) 1995-12-21 1995-12-21 Dech girder of reinforced concrete slab

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Application Number Priority Date Filing Date Title
KR1019950053420A KR0180077B1 (en) 1995-12-21 1995-12-21 Dech girder of reinforced concrete slab

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KR970043654A true KR970043654A (en) 1997-07-26
KR0180077B1 KR0180077B1 (en) 1999-04-01

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20160145260A (en) * 2015-06-09 2016-12-20 (주)엔아이스틸 Flat deck unified inverted triangle truss and distributing bar
KR20160145261A (en) * 2015-06-09 2016-12-20 (주)엔아이스틸 Composite corrugated deck unified inverted triangle truss and distributing bar

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20160145260A (en) * 2015-06-09 2016-12-20 (주)엔아이스틸 Flat deck unified inverted triangle truss and distributing bar
KR20160145261A (en) * 2015-06-09 2016-12-20 (주)엔아이스틸 Composite corrugated deck unified inverted triangle truss and distributing bar

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