EP0983407B1 - Vorgefertigtes wandelement aus glasfaserverstärktem beton - Google Patents

Vorgefertigtes wandelement aus glasfaserverstärktem beton Download PDF

Info

Publication number
EP0983407B1
EP0983407B1 EP97946232A EP97946232A EP0983407B1 EP 0983407 B1 EP0983407 B1 EP 0983407B1 EP 97946232 A EP97946232 A EP 97946232A EP 97946232 A EP97946232 A EP 97946232A EP 0983407 B1 EP0983407 B1 EP 0983407B1
Authority
EP
European Patent Office
Prior art keywords
fiber reinforced
glass fiber
steel
reinforced concrete
wall panel
Prior art date
Legal status (The legal status 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 status listed.)
Expired - Lifetime
Application number
EP97946232A
Other languages
English (en)
French (fr)
Other versions
EP0983407A1 (de
Inventor
Arif Dündar YETISENER
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Fibrobeton Yapi Elemanlari Sanayii Insaat Ve Tic
Original Assignee
FIBROBETON YAPI ELEMANLARI SANAYII INSAAT VE TIC Ltd STI
FIBROBETON YAPI ELEMANLARI SAN
Fibrobeton Yapi Elemanlari Sanayii Insaat Vetic Ltd Sti
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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=21621070&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP0983407(B1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by FIBROBETON YAPI ELEMANLARI SANAYII INSAAT VE TIC Ltd STI, FIBROBETON YAPI ELEMANLARI SAN, Fibrobeton Yapi Elemanlari Sanayii Insaat Vetic Ltd Sti filed Critical FIBROBETON YAPI ELEMANLARI SANAYII INSAAT VE TIC Ltd STI
Publication of EP0983407A1 publication Critical patent/EP0983407A1/de
Application granted granted Critical
Publication of EP0983407B1 publication Critical patent/EP0983407B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • 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
    • E04B2/88—Curtain walls
    • E04B2/90—Curtain walls comprising panels directly attached to the structure
    • E04B2/94—Concrete panels
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
    • E04C2/284—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating
    • E04C2/288—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and concrete, stone or stone-like material

Definitions

  • the present invention relates to a self heat isolated, light and prefabricated glass fiber reinforced concrete (GRC) wallpanel and a method for producing same.
  • GRC glass fiber reinforced concrete
  • Document EP 0183526 discloses a building panel having an outer layer of fibre reinforced cement cast in a mould, with a mesh reinforcement arrangement embedded in the cement layer.
  • Document WO A 9312303 describes a building panel comprising two parallel opposed spaced apart facing sheets made from fibre reinforced concrete and an intermediate core of light weight fomed concrete.
  • a reinforcing bridging member is disposed fully within the foamed concrete core and is bonded to the facing sheets.
  • Panels produced according to the present state of the art have a panel thickness of 20-25 cm in order to prevent cracks and breaking of iron mounting in the panel.
  • sq/m weight of the panel is about 400-450 kg.
  • panel thickness does not exceed 10-15 cm and panel weight is about 90-100 kg. This enables easy transportation and mounting of the panel, weight load to building concrete decreases to minimum and amount of iron used in building stude frame concrete is decreased.
  • Second advantage of heat isolation with foamconcrete is that since it is possible to produce concrete with requested densities while forming foam concrete, depending on the heat values of the area that the panel is to be used, panels having various isolation values of Lambda values 0.065 to 0.500 and K values 0.29 to 3.33.
  • Panels produced according to the present state of the art can not contain forms other than some basic shapes, because iron reinforced concrete technology itself does not allow it.
  • GRC is a material that can be molded in any form, every kind of architectural design form can be given to the panels.
  • Panels produced according to the present state of the art are heavy and rigid panels. They don't have the freedom of movement apart from building and the ability to accommodate to the movements such as building movements, ground movements and straps. Thus there are cracks and openings in joint gaps among the panel in the course of time.
  • GRC shell which forms the outer side of panel is fixed to the panel steel stude frame with flexible anchorage rods and panel stude frame is suitable for being fixed to the building tabliers with anchorage plates. For this reason when transition of movements of the building to the panel body, flexible anchorage rods bend and the panel is not effected by movements of the building.
  • GRC panel of the invention obtained by providing a composite product by joining two different elements which have different characteristics and use, advantages are obtained which are formed by joining characteristics of two elements and thus there is obtained novel self heat isolated, light and prefabricated GRC wallpanel.
  • Fiber reinforced cement is a type of cement which is formed by alkali resistant glass fiber and has the strength of reinforced cement-sand mortar, can be molded and can be casted in section thickness of 10-12 mm.
  • foam concrete is a type of air foamed concrete that is obtained by foaming a foamer liquid chemical by an air generator and mixing this foam with cement mortar. Because of the air bubbles contained it provides perfect heat isolation, moreover it is light.
  • the present invention relates to a self heat isolated, light and prefabricated GRC wallpanel obtained by joining these two materials in a form of a panel and a method for producing this.
  • GRC shell 10-12 mm thick GRC shell is formed (Figure 2,3-b) by spraying GRC mortar inside steel or glass fiber reinforced plastic (CTP) panel mold prepared according to the requested architectural form. Spraying of GRC mortar is done by concrete pump and spray guns built for this purpose.
  • CTP glass fiber reinforced plastic
  • Steel stude frame (Figure 2,3-c) ( Figure 6) designed to provide wind load, essential weight etc. mechanic characteristics is going to be placed inside the formed GRC shell.
  • flexible anchorage rods with 50 cm distance from each other.
  • steel anchorage plates (Figure 2,3-h)( Figure 6-h) on four comers of steel stude frame which are going to be fixed to steel straps on the building.
  • GRC shell (b) which both carries the GRC and also the panel by fixing to building tablier.
  • Panel is sent to curing chamber together with its mold, is taken out of the mold after the curing period and sent to construction area where it is going to be mounted.

Landscapes

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

Claims (11)

  1. Wärmedämmendes, leichtes und vorgefertigtes Wandelement mit einer glasfaserverstärkten Betonschale (b), die die Außenseite des Wandelements bildet, einem einen Querschnitt in Form eines Omegas bzw. offenen Rechtecks aufweisenden Stahlstützrahmen (c), der mit Hilfe von Verankerungsplatten an den Gebäudefronten befestigt werden kann und sich innerhalb der glasfaserverstärkten Betonschale befindet, und Schaumbeton, der die Füllung der Schale bildet, dadurch gekennzeichnet, dass:
    die glasfaserverstärkte Betonschale am Stahlstützrahmen durch flexible Verankerungsstangen (d) befestigt ist, wobei ein Endbereich der Stangen am Stahlstützrahmen und der andere Endbereich mittels aus glasfaserverstärktem Betonmörtel bestehenden Wülsten an der Innenfläche der glasfaserverstärkten Betonschale befestigt ist, und wobei zwischen den Enden ein freier Bereich entsteht, der für Flexibilität sorgt.
  2. In sich wärmedämmendes Wandelement nach Anspruch 1, bei dem die flexiblen Verankerungsstangen L-förmige Elemente sind.
  3. In sich wärmedämmendes Wandelement nach einem der vorhergehenden Ansprüche, bei dem die flexiblen Verankerungsstangen jeweils im Abstand von 50 cm zueinander angeordnet sind.
  4. In sich wärmedämmendes Wandelement nach Anspruch 1, wobei die Verankerungsplatten an den vier Ecken des Stahlstützrahmens vorgesehen sind, und wobei die Verankerungsplatten an Stahlbändern auf der Gebäudefront befestigt sind.
  5. In sich wärmedämmendes Wandelement nach Anspruch 1, bei dem der Schaumbeton zur Wärmedämmung dient.
  6. In sich wärmedämmendes Wandelement nach einem der vorhergehenden Ansprüche, wobei die Isolierungswerte bei den Lambda-Werten zwischen 0,065 und 0,500 und bei den K-Werten zwischen 0,029 und 3,33 variieren.
  7. In sich wärmedämmendes Wandelement nach einem der vorhergehenden Ansprüche, bei dem auf den Stahlstützrahmen eine Lage Baustahlmatte aufgebracht ist, die als Füllung für den Schaumbeton vorgesehen ist, um mögliche Risse und Öffnungen auf dem Schaumbeton zu verhindern.
  8. In sich wärmedämmendes Wandelement nach einem der vorhergehenden Ansprüche, bei dem die Wanddicke ca. 15 cm beträgt.
  9. In sich wärmedämmendes Wandelement nach einem der vorhergehenden Ansprüche, wobei das in sich wärmedämmende Wandelement ein Gewicht von ca. 90 bis 100 kg pro Quadratmeter hat.
  10. In sich wärmedämmendes Wandelement nach einem der vorhergehenden Ansprüche, das in jeder beliebigen architektonischen Designform ausgebildet ist.
  11. Ein Verfahren zur Herstellung eines in sich wärmedämmenden Wandelements nach einem der vorhergehenden Ansprüche, das die folgenden Schritte umfaßt:
    a) Vorbereiten einer stahl- oder glasfaserverstärkten Wandelement-Kunststoffform mit der gewünschten architektonischen Designform;
    b) Einsprühen von glasfaserverstärktem Betonmörtel in die Wandelement-Kunststoffform und dadurch Formen einer 10-12 mm dicken glasfaserverstärkten Betonschale;
    c) Platzieren eines Stahlstützrahmens in das Innere der geformten glasfaserverstärkten Betonschale zur Bereitstellung von Windlast-, besonderer gewichtstechnischer und mechanischer Eigenschaften;
    d) Versehen des Stahlstützrahmens mit flexiblen Verankerungsstangen in einem Abstand von jeweils 50 cm voneinander und Versehen des Stahlstützrahmens mit Verankerungsplatten in den vier Ecken des Stahlstützrahmens;
    e) Anbringen der flexiblen Verankerungsstangen an der Innenfläche der glasfaserverstärkten Betonschale durch Wülste aus glasfaserverstärktem Betonmörtel;
    f) Anbringen einer Lage Baustahlmatte auf dem Stahlstützrahmen;
    g) Einfüllen des Schaumbetons in die glasfaserverstärkte Betonschale, um das Wandelement zu formen;
    h) Einbringen des sich in der Form befindenden Wandelements in die Aushärtungskammer; und
    i) Herausnehmen des Wandelements aus der Form.
EP97946232A 1997-02-07 1997-11-03 Vorgefertigtes wandelement aus glasfaserverstärktem beton Expired - Lifetime EP0983407B1 (de)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
TR97/00100A TR199700100A2 (xx) 1997-02-07 1997-02-07 Kendinden ısı yalıtımlı prefabrik fiber takviyeli beton (GRC) cephe paneli ve bunun üretimi için usul.
TR9700100 1997-02-07
PCT/TR1997/000019 WO1998035115A1 (en) 1997-02-07 1997-11-03 Prefabric fiber reinforced cement (grc) wallpanel

Publications (2)

Publication Number Publication Date
EP0983407A1 EP0983407A1 (de) 2000-03-08
EP0983407B1 true EP0983407B1 (de) 2004-10-06

Family

ID=21621070

Family Applications (1)

Application Number Title Priority Date Filing Date
EP97946232A Expired - Lifetime EP0983407B1 (de) 1997-02-07 1997-11-03 Vorgefertigtes wandelement aus glasfaserverstärktem beton

Country Status (9)

Country Link
EP (1) EP0983407B1 (de)
JP (1) JP2001511227A (de)
AU (1) AU5144598A (de)
CA (1) CA2284074C (de)
DE (1) DE69731124T2 (de)
EA (1) EA000887B1 (de)
ES (1) ES2225994T3 (de)
TR (1) TR199700100A2 (de)
WO (1) WO1998035115A1 (de)

Families Citing this family (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1889984A3 (de) * 2006-08-10 2010-07-21 Refsan Refrakter Insaat Ve Insaat Malz.San.Ve Tic. Ltd.Sti. Fassadenplatte mit flexibler Tragrahmenanschlusskonstruktion
SE533462C2 (sv) * 2008-08-28 2010-10-05 Epscement Internat Ab Byggelement och metod att bygga byggnader med nämnda byggelement
SE533326C2 (sv) * 2008-08-28 2010-08-31 Epscement Internat Ab Byggelement och metod att bygga ytterväggar med nämnda element
GB2464483A (en) * 2008-10-15 2010-04-21 Ove Arup & Partners Internat L Facade system for buildings
CN102900196A (zh) * 2012-10-25 2013-01-30 新疆万通人蓝海科技有限公司 复合轻质保温墙体板
CN102936963B (zh) * 2012-12-06 2016-03-16 中国建筑第八工程局有限公司 一种grc构件安装方法及其安装结构
CZ2018587A3 (cs) * 2018-10-29 2020-05-06 ÄŚeskĂ© vysokĂ© uÄŤenĂ­ technickĂ© v Praze Obvodový plášť budov obsahující obvodové dílce s upevňovacími prvky na nosnou konstrukci na budově
CN109811911B (zh) * 2019-03-14 2020-10-27 河北澳松建材科技有限公司 一种组装式钢丝网架保温板
CN109811912B (zh) * 2019-03-14 2020-12-22 安徽南大星新材料科技有限公司 一种钢丝网架保温板
CN110439128A (zh) * 2019-08-12 2019-11-12 仇国辉 钢结构建筑采用钢梁免拆模浇注砼包裹结构钢梁防锈施工工艺
CN110439127A (zh) * 2019-08-12 2019-11-12 仇国辉 钢结构建筑坡屋顶采用构件免拆模浇注砼包裹结构钢构件防锈施工工艺
CN111608323A (zh) * 2020-06-10 2020-09-01 南京三惠建设工程股份有限公司 装配式新材料复合墙板围护结构系统及其制作工艺
CN112832449A (zh) * 2021-01-08 2021-05-25 华南理工大学 一种轻钢龙骨-泡沫混凝土-硅钙板复合墙板及制备方法

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB8429992D0 (en) * 1984-11-28 1985-01-09 Permanent Formwork Ltd Fibre reinforced cement
WO1993012303A1 (en) * 1991-12-18 1993-06-24 James Hardie & Coy. Pty. Limited Reinforced composite building panel

Also Published As

Publication number Publication date
TR199700100A2 (xx) 1998-08-21
CA2284074C (en) 2007-05-15
DE69731124D1 (de) 2004-11-11
CA2284074A1 (en) 1998-08-13
EP0983407A1 (de) 2000-03-08
AU5144598A (en) 1998-08-26
DE69731124T2 (de) 2006-03-02
EA000887B1 (ru) 2000-06-26
ES2225994T3 (es) 2005-03-16
WO1998035115A1 (en) 1998-08-13
JP2001511227A (ja) 2001-08-07
EA199900721A1 (ru) 2000-02-28

Similar Documents

Publication Publication Date Title
EP0983407B1 (de) Vorgefertigtes wandelement aus glasfaserverstärktem beton
EP0943040B1 (de) Wandelement und dazugehörige konstruktionsmethode
AU717060B2 (en) Concrete panel and method of production thereof
US4252767A (en) Composite building module
US4084362A (en) Anchored composite building module
US5178941A (en) Precast concrete slab and method of making same
IE42358B1 (en) Composite building module
CN107435385A (zh) 一种耐火轻质颗粒和聚氨酯填充的墙板及生产方法
KR20030030642A (ko) 건축용 경량 요철 마감블럭과 그 제조방법
US20010000088A1 (en) Prefabric fiber reinforced cement (GRC) wallpanel
CN210798011U (zh) 防火楼板
JP2001121527A (ja) 複合パネルおよびその製法
CN112459288A (zh) 一种保温结构一体化系统及其施工工艺
CN110185195A (zh) 预制门窗一体化叠合墙板及其制作方法
EP2239382A2 (de) Sehr widerstandsfähiger Beton, Baustahlgewebe, Betonelement, Wandelement und Bau
AU730218B2 (en) Pre-cast concrete walling system
JP2813047B2 (ja) コンクリート系制振壁の製造方法
CA1069334A (en) Composite building module
JP2023504863A (ja) 構造システム及びその製造方法
CN117145041A (zh) 一种外装电梯的装配式建筑体系及阳台应用模具
CN114775893A (zh) 自承重保温防火防水隔音陶粒水泥轻钢龙骨板的制备方法
CN114457913A (zh) 装配式轻钢骨架石膏墙体制备工艺
CN117966924A (zh) 一种混凝土与陶粒泡沫混凝土复合板体及其制备方法
WO2019050476A1 (en) APPARATUS FOR MOVING A CONCRETE VOLUME INTO A CONCRETE SLAB
JP2003147874A (ja) 繊維補強型断熱材、外断熱構造及び外断熱工法

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

17P Request for examination filed

Effective date: 19990804

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): DE ES FR GB IT

17Q First examination report despatched

Effective date: 20021105

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

RTI1 Title (correction)

Free format text: PREFABRICATED GLASS FIBER REINFORCED CONCRETE WALLPANEL

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): DE ES FR GB IT

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

REF Corresponds to:

Ref document number: 69731124

Country of ref document: DE

Date of ref document: 20041111

Kind code of ref document: P

RAP4 Party data changed (patent owner data changed or rights of a patent transferred)

Owner name: FIBROBETON YAPI ELEMANLARI SANAYII INSAAT VE TIC.

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2225994

Country of ref document: ES

Kind code of ref document: T3

ET Fr: translation filed
PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

26N No opposition filed

Effective date: 20050707

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: ES

Payment date: 20141125

Year of fee payment: 18

Ref country code: GB

Payment date: 20141119

Year of fee payment: 18

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 20141201

Year of fee payment: 18

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: IT

Payment date: 20141114

Year of fee payment: 18

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DE

Payment date: 20150129

Year of fee payment: 18

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 69731124

Country of ref document: DE

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 20151103

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20151103

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20160729

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20160601

Ref country code: GB

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20151103

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20151130

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20161228

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: ES

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20151104