WO2011049387A3 - Corps à noyau creux de forme annulaire, dalle à noyau creux bidirectionnelle l'utilisant, et leur procédé de construction - Google Patents

Corps à noyau creux de forme annulaire, dalle à noyau creux bidirectionnelle l'utilisant, et leur procédé de construction Download PDF

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Publication number
WO2011049387A3
WO2011049387A3 PCT/KR2010/007237 KR2010007237W WO2011049387A3 WO 2011049387 A3 WO2011049387 A3 WO 2011049387A3 KR 2010007237 W KR2010007237 W KR 2010007237W WO 2011049387 A3 WO2011049387 A3 WO 2011049387A3
Authority
WO
WIPO (PCT)
Prior art keywords
hollow core
doughnut
slab
core body
bidirectional
Prior art date
Application number
PCT/KR2010/007237
Other languages
English (en)
Korean (ko)
Other versions
WO2011049387A2 (fr
Inventor
이승창
오정근
최창식
최현기
Original Assignee
삼성물산 주식회사
한양대학교산학협력단
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 삼성물산 주식회사, 한양대학교산학협력단 filed Critical 삼성물산 주식회사
Priority to US13/581,597 priority Critical patent/US20130036693A1/en
Priority to SG2012061750A priority patent/SG185352A1/en
Publication of WO2011049387A2 publication Critical patent/WO2011049387A2/fr
Publication of WO2011049387A3 publication Critical patent/WO2011049387A3/fr

Links

Classifications

    • 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
    • E04B5/43—Floor structures of extraordinary design; Features relating to the elastic stability; Floor structures specially designed for resting on columns only, e.g. mushroom floors
    • 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
    • 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
    • E04B5/326—Floor structures wholly cast in situ with or without form units or reinforcements with hollow filling elements
    • 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
    • E04B5/326—Floor structures wholly cast in situ with or without form units or reinforcements with hollow filling elements
    • E04B5/328—Floor structures wholly cast in situ with or without form units or reinforcements with hollow filling elements the filling elements being spherical
    • 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
    • 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
    • E04C5/163—Connectors or means for connecting parts for reinforcements the reinforcements running in one single direction

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

La présente invention concerne une dalle à noyau creux bidirectionnelle de faible poids, et un corps à noyau creux de forme annulaire qui peut être utilisé de façon avantageuse dans la construction d'une dalle à noyau creux bidirectionnelle. Le corps à noyau creux de forme annulaire selon la présente invention comprend une peau externe entièrement formée sous une forme annulaire, une partie creuse avec une section circulaire étant formée au centre d'un corps plein et des coins étant arrondis avec des surfaces incurvées. La dalle à noyau creux bidirectionnelle selon la présente invention est finie par positionnement de façon stable du corps à noyau creux de forme annulaire dans la dalle en béton, de telle sorte que le corps à noyau creux de forme annulaire est restreint et monté dans des cages de renfort en acier ou sur les renforts en acier supérieur et inférieur de la dalle.
PCT/KR2010/007237 2009-10-22 2010-10-21 Corps à noyau creux de forme annulaire, dalle à noyau creux bidirectionnelle l'utilisant, et leur procédé de construction WO2011049387A2 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
US13/581,597 US20130036693A1 (en) 2009-10-22 2010-10-21 Doughtnut-shaped hollow core body, bidirectional hollow core slab using the same, and construction method thereof
SG2012061750A SG185352A1 (en) 2009-10-22 2010-10-21 Doughnut-shaped hollow core body, bidirectional hollow core slab using the same, and construction method thereof

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
KR10-2009-0100700 2009-10-22
KR1020090100700A KR101076407B1 (ko) 2009-10-22 2009-10-22 도넛형 중공형성체와 이를 이용한 2방향 중공슬래브와 그 시공방법

Publications (2)

Publication Number Publication Date
WO2011049387A2 WO2011049387A2 (fr) 2011-04-28
WO2011049387A3 true WO2011049387A3 (fr) 2011-09-22

Family

ID=43900836

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/KR2010/007237 WO2011049387A2 (fr) 2009-10-22 2010-10-21 Corps à noyau creux de forme annulaire, dalle à noyau creux bidirectionnelle l'utilisant, et leur procédé de construction

Country Status (4)

Country Link
US (1) US20130036693A1 (fr)
KR (1) KR101076407B1 (fr)
SG (1) SG185352A1 (fr)
WO (1) WO2011049387A2 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103899023A (zh) * 2012-12-26 2014-07-02 湖南邱则有专利战略策划有限公司 一种注塑成型的底板

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CN102400510B (zh) * 2011-10-28 2014-06-11 王本淼 一种采用钢筋泡沫组合填充构件制作的空腹楼盖
SG10201808861YA (en) * 2014-04-07 2018-11-29 Nxt Ip Pty Ltd Building system
CN103912088B (zh) * 2014-04-23 2017-02-15 徐焱 一种带硬质底座与变形垫的充气箱及其制作方法
KR101589622B1 (ko) * 2014-05-30 2016-01-29 삼성물산(주) 절삭부를 가진 다수개의 도넛형 중공형성체가 선조립된 패널유닛과 이의 제작방법 및, 이를 이용한 2방향 중공슬래브의 시공방법
CN104631680B (zh) * 2015-02-13 2018-05-22 上海建工二建集团有限公司 一种薄壁方箱楼盖的施工方法
KR101753805B1 (ko) * 2015-09-25 2017-07-05 삼성물산(주) 인출식 이음철근을 구비한 중공 슬래브용 철근 일체형 슬래브 거푸집 유닛, 이를 이용한 중공 슬래브용 시스템 거푸집 및 중공 슬래브 시공방법
KR101715746B1 (ko) * 2016-06-01 2017-03-15 조상규 복 수개의 스페이서가 일체화된 슬래브 구조물용 스페이서 어셈블리
DE102016118298B8 (de) * 2016-09-28 2018-01-18 Heinze Gruppe Verwaltungs Gmbh Betondecke, Bausatz zur Herstellung einer Betondecke und Verfahren zur Herstellung einer Betondecke
CN106401037A (zh) * 2016-10-26 2017-02-15 中国二十二冶集团有限公司 装配式钢结构住宅预制叠合密肋楼板
KR101909679B1 (ko) * 2016-11-24 2018-10-25 조상규 복 수개의 스페이서가 일체화된 슬래브 구조물용 스페이서 어셈블리
EP3595853A4 (fr) 2017-03-16 2020-12-23 Guerrilla Industries LLC Structures composites et procédés de formation de structures composites
CN107956265A (zh) * 2017-12-28 2018-04-24 中冶天工集团天津有限公司 一种空心楼板中模壳水平位移控制装置及方法
KR102119005B1 (ko) 2017-12-28 2020-06-04 충남대학교 산학협력단 콘크리트 슬래브 및 콘크리트 슬래브 제조방법
AU2018206763B2 (en) * 2018-04-08 2020-06-25 Aus Chairs Pty Ltd Reinforcing Spacer
EP3802984B1 (fr) * 2018-06-01 2024-09-11 Matter Up Pty Ltd Dispositif de formation de vides
US11566423B2 (en) * 2021-03-08 2023-01-31 Plascon Plastics Corporation Lattice of hollow bodies with reinforcement member supports
WO2022192355A1 (fr) 2021-03-09 2022-09-15 Guerrilla Industries LLC Structures composites et procédés de formation de structures composites

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JP3723876B2 (ja) * 1999-10-19 2005-12-07 有限会社Ｏｍｎｉ ｈｏｕｓｅ．ｅｔ スラブ用埋込材の取付具
KR20070030748A (ko) * 2004-02-25 2007-03-16 코비악스 테크놀로지즈 에이지 콘크리트 요소, 특히, 콘크리트 반제품 및/또는 콘크리트슬래브의 제조 방법 및 보조 수단, 그리고 콘크리트슬래브를 제조하기 위한 보조 수단
KR100779900B1 (ko) * 2006-12-06 2007-11-28 노영곤 데크플레이트용 중공부재를 이용한 중공식 슬래브구조 및 그 시공방법.
KR100875697B1 (ko) * 2008-08-13 2008-12-23 주식회사 반석티비에스 중공슬래브용 경량체

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Publication number Priority date Publication date Assignee Title
JP2001003506A (ja) * 1999-06-23 2001-01-09 Sanwa Kensetsu:Kk ボイドスラブの構築方法及びボイド形成用埋込材
JP3723876B2 (ja) * 1999-10-19 2005-12-07 有限会社Ｏｍｎｉ ｈｏｕｓｅ．ｅｔ スラブ用埋込材の取付具
KR20070030748A (ko) * 2004-02-25 2007-03-16 코비악스 테크놀로지즈 에이지 콘크리트 요소, 특히, 콘크리트 반제품 및/또는 콘크리트슬래브의 제조 방법 및 보조 수단, 그리고 콘크리트슬래브를 제조하기 위한 보조 수단
KR100779900B1 (ko) * 2006-12-06 2007-11-28 노영곤 데크플레이트용 중공부재를 이용한 중공식 슬래브구조 및 그 시공방법.
KR100875697B1 (ko) * 2008-08-13 2008-12-23 주식회사 반석티비에스 중공슬래브용 경량체

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103899023A (zh) * 2012-12-26 2014-07-02 湖南邱则有专利战略策划有限公司 一种注塑成型的底板

Also Published As

Publication number Publication date
US20130036693A1 (en) 2013-02-14
KR20110043943A (ko) 2011-04-28
WO2011049387A2 (fr) 2011-04-28
SG185352A1 (en) 2012-12-28
KR101076407B1 (ko) 2011-10-25

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