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WO1998035115A1 - Panneau mural prefabrique en ciment renforce par des fibres (grc) - Google Patents

Panneau mural prefabrique en ciment renforce par des fibres (grc) Download PDF

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Publication number
WO1998035115A1
WO1998035115A1 PCT/TR1997/000019 TR9700019W WO9835115A1 WO 1998035115 A1 WO1998035115 A1 WO 1998035115A1 TR 9700019 W TR9700019 W TR 9700019W WO 9835115 A1 WO9835115 A1 WO 9835115A1
Authority
WO
WIPO (PCT)
Prior art keywords
grc
panel
steel
stude
frame
Prior art date
Application number
PCT/TR1997/000019
Other languages
English (en)
Inventor
Arif Dündar YETISENER
Original Assignee
Fibrobeton Yapi Elemanlari Sanayii Insaat Ve Tic.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=WO1998035115(A1) "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. filed Critical Fibrobeton Yapi Elemanlari Sanayii Insaat Ve Tic.Ltd.Sti.
Priority to JP53426098A priority Critical patent/JP2001511227A/ja
Priority to DE69731124T priority patent/DE69731124T2/de
Priority to EP97946232A priority patent/EP0983407B1/fr
Priority to EA199900721A priority patent/EA000887B1/ru
Priority to CA002284074A priority patent/CA2284074C/fr
Priority to AU51445/98A priority patent/AU5144598A/en
Publication of WO1998035115A1 publication Critical patent/WO1998035115A1/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
    • 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 fiber reinforced cement (GRC) wallpanel heat isolated by foam concrete and a method for producing this.
  • GRC fiber reinforced cement
  • Iron reinforced concrete panel These panels have an sq/m weight of 400 kg, does not contain heat isolation and because of weight create problems while transportation and mounting.
  • Heat isolated concrete panel obtained by putting 5 cm thick hard polystyrene foam sheet among 10 cm thick two panels and comprises same weight and mounting problems.
  • Sandwich system panel These panels are obtained by covering all sides of Styropor foam blocks with Fiber reinforced cement. It can provide heat isolation and lightness but it is not possible to mount to concrete tabliers and creates problems as times pass by. For these reasons production is abandoned.
  • Fiber reinforced cement (GRC) lining plates They are steel carcassed plates that have 12 mm section thickness and used to cover general columns, present walls and to provide forms on surface. Heat isolation is done by placing isolation plates behind them after mounting. e) Since there is strict rigidity in all types of these panels they do not have any movement freedom against building straps and building movements.
  • 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. In our invention since
  • 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. The 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 fixed to the building tablier 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.
  • Figure 1 An outside view of a finished window spaced monoblock panel. On the front view there is shown (A-A) plan section and (B-B) plan section which are going to be shown in next figures.
  • Figure 2) Inner detail view of panel in vertical (A-A) section.
  • FIG 3) Inner detail view of panel in (B-B) vertical section: a - building tabliers b - GRC shell c - Omega sectioned steel stude frame d - Flexible anchorage rods e - Pets connecting flexible anchorage rods to GRC shell inner surface f - Foam concrete filling g - foam concrete equipment straw steel h - anchorage plates in four corners of panel from which panel is going to be welded i - brace clamp welded to anchorage plate j - steel band screwed to building tablier k - Joint gap isolation material (Polysulphit) m - brace clamp on which the above panel is going to be placed Figure 4) Section of panels connection section to building tablier.
  • GRC paj ⁇ ] of invention obtained by providing a composite product
  • 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 heating isolated light monoblock GRC prefabric wallpanel obtained by joining these two material in a form of a panel and a method for producing this.
  • 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 corners 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.
  • flexible anchorage rods are padded to steel stude frame by GRC mortar ( Figure 2,3,4-e)( Figure 5- e).
  • 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)
  • Load-Bearing And Curtain Walls (AREA)

Abstract

Panneau mural en ciment renforcé par des fibres qui est isolé de la chaleur par du béton cellulaire et procédé de production dudit panneau. Selon ledit procédé, un châssis en acier est placé dans une enveloppe en ciment renforcé par des fibres et est fixé par ancrage souple à ladite enveloppe. Cette dernière possède une section de 10mm de largeur et est formée par pulvérisation de ciment renforcé par des fibres de verre (GRC) dans un moule ayant la forme du panneau. Ladite enveloppe est alors remplie avec du béton cellulaire, ce qui permet d'obtenir un panneau mural externe en GRC monobloc, léger et isolé de la chaleur.
PCT/TR1997/000019 1997-02-07 1997-11-03 Panneau mural prefabrique en ciment renforce par des fibres (grc) WO1998035115A1 (fr)

Priority Applications (6)

Application Number Priority Date Filing Date Title
JP53426098A JP2001511227A (ja) 1997-02-07 1997-11-03 プレファブリック型のファイバーで補強したセメント製（ｇｒｃ）壁パネル
DE69731124T DE69731124T2 (de) 1997-02-07 1997-11-03 Vorgefertigtes wandelement aus glasfaserverstärktem beton
EP97946232A EP0983407B1 (fr) 1997-02-07 1997-11-03 Panneau mural prefabrique en beton renforce par des fibres de verre
EA199900721A EA000887B1 (ru) 1997-02-07 1997-11-03 Стеновая панель заводского изготовления из армированного волокном цемента
CA002284074A CA2284074C (fr) 1997-02-07 1997-11-03 Panneau mural prefabrique en ciment renforce par des fibres (grc)
AU51445/98A AU5144598A (en) 1997-02-07 1997-11-03 Prefabric fiber reinforced cement (grc) wallpanel

Applications Claiming Priority (2)

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.
TR97/100 1997-02-07

Related Child Applications (2)

Application Number Title Priority Date Filing Date
US09355868 A-371-Of-International 1999-08-03
US09/728,740 Division US20010000088A1 (en) 1997-02-07 2000-12-01 Prefabric fiber reinforced cement (GRC) wallpanel

Publications (1)

Publication Number Publication Date
WO1998035115A1 true WO1998035115A1 (fr) 1998-08-13

Family

ID=21621070

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/TR1997/000019 WO1998035115A1 (fr) 1997-02-07 1997-11-03 Panneau mural prefabrique en ciment renforce par des fibres (grc)

Country Status (9)

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

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2010024766A1 (fr) * 2008-08-28 2010-03-04 Epscement International Ab Éléments de construction et procédé pour ériger des bâtiments au moyen desdits éléments de construction
WO2010024767A1 (fr) * 2008-08-28 2010-03-04 Epscement International Ab Éléments de construction et procédé pour construire des murs extérieurs au moyen desdits éléments de construction
GB2464483A (en) * 2008-10-15 2010-04-21 Ove Arup & Partners Internat L Facade system for buildings
EP1889984A3 (fr) * 2006-08-10 2010-07-21 Refsan Refrakter Insaat Ve Insaat Malz.San.Ve Tic. Ltd.Sti. Panneau de façade avec moyen flexible de connection sur cadre support
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
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
CZ308318B6 (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
CN117145132A (zh) * 2022-05-23 2023-12-01 菲利普·布拉德利 一种生产预制建筑板材的方法及预制建筑板材

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
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
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

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0183526A1 (fr) * 1984-11-28 1986-06-04 Permanent Formwork Limited Fibro-ciment
WO1993012303A1 (fr) * 1991-12-18 1993-06-24 James Hardie & Coy. Pty. Limited Panneau renforce de construction composite

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0183526A1 (fr) * 1984-11-28 1986-06-04 Permanent Formwork Limited Fibro-ciment
WO1993012303A1 (fr) * 1991-12-18 1993-06-24 James Hardie & Coy. Pty. Limited Panneau renforce de construction composite

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1889984A3 (fr) * 2006-08-10 2010-07-21 Refsan Refrakter Insaat Ve Insaat Malz.San.Ve Tic. Ltd.Sti. Panneau de façade avec moyen flexible de connection sur cadre support
WO2010024766A1 (fr) * 2008-08-28 2010-03-04 Epscement International Ab Éléments de construction et procédé pour ériger des bâtiments au moyen desdits éléments de construction
WO2010024767A1 (fr) * 2008-08-28 2010-03-04 Epscement International Ab Éléments de construction et procédé pour construire des murs extérieurs au moyen desdits éléments de construction
GB2464483A (en) * 2008-10-15 2010-04-21 Ove Arup & Partners Internat L Facade system for buildings
CZ308318B6 (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
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
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
CN117145132A (zh) * 2022-05-23 2023-12-01 菲利普·布拉德利 一种生产预制建筑板材的方法及预制建筑板材

Also Published As

Publication number Publication date
JP2001511227A (ja) 2001-08-07
ES2225994T3 (es) 2005-03-16
CA2284074C (fr) 2007-05-15
EA199900721A1 (ru) 2000-02-28
DE69731124T2 (de) 2006-03-02
CA2284074A1 (fr) 1998-08-13
DE69731124D1 (de) 2004-11-11
AU5144598A (en) 1998-08-26
EA000887B1 (ru) 2000-06-26
EP0983407B1 (fr) 2004-10-06
TR199700100A2 (xx) 1998-08-21
EP0983407A1 (fr) 2000-03-08

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