EP1036891B1 - Système préfabriqué composite pour la réalisation de murs interieurs ou exterieurs de bâtiments - Google Patents

Système préfabriqué composite pour la réalisation de murs interieurs ou exterieurs de bâtiments Download PDF

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Publication number
EP1036891B1
EP1036891B1 EP99103870A EP99103870A EP1036891B1 EP 1036891 B1 EP1036891 B1 EP 1036891B1 EP 99103870 A EP99103870 A EP 99103870A EP 99103870 A EP99103870 A EP 99103870A EP 1036891 B1 EP1036891 B1 EP 1036891B1
Authority
EP
European Patent Office
Prior art keywords
composite system
prefabricated composite
panel
spacing elements
inner 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
EP99103870A
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German (de)
English (en)
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EP1036891A1 (fr
Inventor
Gabriele Raschke
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Individual
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Individual
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Application filed by Individual filed Critical Individual
Priority to DE59912765T priority Critical patent/DE59912765D1/de
Priority to AT99103870T priority patent/ATE309423T1/de
Priority to EP99103870A priority patent/EP1036891B1/fr
Priority to US09/264,144 priority patent/US6151857A/en
Publication of EP1036891A1 publication Critical patent/EP1036891A1/fr
Application granted granted Critical
Publication of EP1036891B1 publication Critical patent/EP1036891B1/fr
Anticipated expiration legal-status Critical
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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
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8635—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties attached to the inner faces of the forms

Definitions

  • the invention relates to a prefabricated composite system for the production of interior and / or Exterior walls of buildings, consisting of an inner panel of wood-based material and a Outer plate made of a thermally insulating hard foam and between the plates with concrete fillable cavities limiting, one-piece, spaced apart and arranged in rows spacers, with the inner plate by adhesive bonds are firmly connected and communicate with the outer panel.
  • the inner plate also made of gypsum material or fiber cement, and between the Plates arranged, cavities delimiting, one-piece fasteners made of Wooden or plastic bodies can be made both with the outer plate and with the inner plate firmly connected by the adhesive bonds.
  • This composite system can be produce with relatively little effort, easy to assemble and requires only one One-time facade treatment with exterior plaster or plastic thin plaster.
  • the outer plate This composite system can consist of flame-retardant polystyrene foam. This material meets the fire protection conditions and is as a construction material already tried for a long time. Leave the required sheets of EPS material such as Styrofoam already produce easily in large dimensions on the desired dimensions. By Variation of the wall thickness allows the outer panel to meet the different conditions adapted to the thermal insulation. It is also possible, the outlaws from others structurally suitable foam produce.
  • the outer surface of the outer panel of this itself proven composite system has the respectively relatively small contact area between the outer plate facing bearing surface of each spacer and the outer plate as a weak point. Furthermore, it has been found that to increase the stability, in particular the bending strength of the composite system a determination of in the cavities between the spacers provided steel grid is required.
  • the invention is therefore based on the object, a prefabricated composite system of the type mentioned improved stability and bending stiffness while maintaining the to provide previous benefits.
  • each in a row arranged spacers and the outer plate is provided a wood-based panel, the facing both with the outer panel and with the latter bearing surface of each of associated spacer is firmly connected by adhesive bonds and one of the length or width of the inner and the outer plate has corresponding length and width, the at least twice the largest dimension of the bearing surface of each spacer is, and that in the cavities between the spacers steel mesh with in Concrete casting extending and resting on the inner plate steel lattice girders are provided, each steel grid by a plurality of spaced apart, respectively ring-like over a portion of the steel grid of cross-fasteners on the inner panel is fixed stable.
  • each spacer which are each connected by means of adhesive to the inner plate and to the corresponding wooden material plate glued to the outer plate, preferably each form an adhesive surface of at least 45 cm 2 .
  • at least twelve of the spacers arranged in rows are provided per m 2 of the composite system. Pro m 2 of the composite system, three rows of spacers may be provided, wherein the distance between the adjacent rows are the same, four spacers are provided in each row and the distance between adjacent spacers of each row is the same.
  • the clamp-like fastening elements each have a central, one Steel beam or a part of the steel mesh enclosing main part with a cross-sectional shape an inverted U on whose legs at the lower end in each case by 90 ° go over angled plate-like part, which rests flat on the inner plate and has at least one punched in which a driven into the inner plate Fixing screw is added.
  • the fasteners can be made of sheet steel molded or injection molded from a durable plastic.
  • the outer plate of flame-retardant polystyrene foam such as e.g. Styrofoam.
  • This material meets the fire protection conditions and is as Construction material has long been tested in practice.
  • the required styrofoam plates can be easily produced in the desired dimensions on an industrial scale.
  • the outer plate can be different conditions in terms of Thermal insulation to be adjusted. It is also possible to make the outer panel of others constructional EPS materials.
  • the inner plate of a formaldehyde-free chipboard with high Wood content.
  • the inner panels can be living room side with wallpaper or a textile Wall coating be provided so that the application of an additional Interior plaster layer can be omitted.
  • the spacers between the inner plate and the respective with the outer plate connected wood-based panels may also consist of styrofoam elements and square, circular or rectangular bearing surfaces have a permanent as well as solid Adhesive bond with the inner plate and the respective wood-based panel to form.
  • the Spacers may e.g. made of double-T profiles made of styrofoam, with those at Use of a suitable adhesive a particularly resistant adhesive bond can be achieved.
  • Spacers of compressed waste paper, wood fibers or pressboard or grown Woods are also suitable. Have also proven to distance elements from a difficult flammable, polar plastic and made of a secondary material, paying attention to it is that the adhesives used with both this plastic and with the respective Wood-based panel make a tough connection.
  • adhesives such as e.g. a one-component adhesive based on polyurethane with Oxygen binding, have proven themselves, with the waiting time until the onset of Setting process at least 45 min. should be. But it can also be two-component - Adhesives are used when the open waiting times are reached and no special ones Conditions for setting are required. However, the adhesives used should be one have relatively high gap bridgeability by their volume during the setting process enlarge, and easy to dose, environmentally friendly and against water and chemicals be resistant.
  • the stability of the prefabricated composite system is increased satisfactorily by the specially sized, each between the arranged in a row spacers and the outer panel wood panels, so that even with punctual loads on the outer surface of the outer panel such as STYROPOR Damage to this is virtually impossible.
  • This increase in stability of the prefabricated composite system according to the invention is at the same time caused by an improved bending stability of the latter, which is determined by the steel grids extending in each case in the cavities between the spacers in the concrete pouring direction with the special fastening elements fixed to the inner plate.
  • the prefabricated composite system may be provided with corresponding recesses.
  • the prefabricated composite system consisting of a thermally insulating hard foam such as STYROPOR outer plate 1 and an inner plate 2 formed of a wood material, which are spaced from each other.
  • a thermally insulating hard foam such as STYROPOR outer plate 1
  • an inner plate 2 formed of a wood material, which are spaced from each other.
  • spacers 3 Between the plates 1 and 2 are one-piece, spaced-apart and arranged in rows spacers 3, namely according to the preferred embodiment of Figure 1 per m 2 of the prefabricated composite system three rows of spacers 3, wherein the distance between their adjacent rows is the same, four spacers 3 are provided in each row and the distance between adjacent spacers 3 of each row is the same.
  • the spacers 3 define between the plates 1 and 2 with concrete fillable cavities 4.
  • each of the associated spacers 3 are each connected by an adhesive joint 5. With their opposite support surface 7, the spacers 3 are firmly connected to the inner plate 2 by further adhesive bonds 5.
  • Each wood-material panel 6 has a length corresponding to the length or width of the inner and outer plates 2 and 1 and a width which is at least twice as large as the largest dimension of the support surface 7 of each spacer 3.
  • each Steel grille 8 on the inner plate 2 is, as shown in Fig. 4, by a plurality Given fasteners 10 which are spaced from each other, each having a part 9 of the Steel grid 8 or one connected to the respective steel grid 8 steel lattice girder 17th grab like a bell and are attached to the inner plate 2.
  • Fig. 3 From Fig. 3 is a preferred embodiment of the clamp-like fasteners 10th each having a central, a steel lattice girder 17 or a part 9 of the steel grid 8 (Fig. 4) encompassing body 12 having a cross-sectional shape of an inverted U, whose legs 13 at the lower end in each case in an angled plate plate-like part 14th go over, each resting flat on the inner plate 2 and at least one punch 15th in which a driven into the inner plate 2 fastening screw 16 (Fig. 4) was added is.
  • the fasteners 10 may be formed from sheet steel or from a suitable resistant plastic to be produced by injection molding.

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

Claims (7)

  1. Système composite préfabriqué pour la fabrication de parois intérieures et/ou parois extérieures de bâtiment, comprenant un panneau intérieur à base de matériau de bois et un panneau extérieur à base d'un produit alvéolaire dur thermiquement isolant, et des écarteurs délimitant des espaces creux entre les panneaux pouvant être comblés avec du béton, d'une seule pièce, espacés entre eux et disposés en rangées, qui sont reliés de façon fixe au panneau intérieur par des assemblages collés et sont en liaison avec le panneau extérieur, caractérisé en ce qu'il est prévu entre les écarteurs (3) disposés respectivement dans une rangée et le panneau extérieur (1) un panneau de matériau de bois (6), qui est relié de façon fixe aussi bien au panneau extérieur (1) qu'à la surface d'appui (7), tournée vers ce panneau, de chacun des écarteurs (3) attribués par des assemblages collés (5) et présentent une longueur ou une largeur correspondant à la longueur ou la largeur du panneau intérieur et du panneau extérieur (2 et 1), dont la grandeur est au moins le double de la plus grande dimension de la surface d'appui (7) de chaque écarteur (3), et en ce qu'il est prévu dans les espaces creux (4) entre les écarteurs (3) des grilles d'acier (8) avec des supports de grille d'acier (17, 18) s'étendant dans le sens de coulée du béton et reposant sur le panneau intérieur (2), chaque grille d'acier (8) étant fixée de façon stable sur le panneau intérieur (2) par une pluralité d'éléments de fixation (10) espacés les uns des autres, s'engageant respectivement à la façon d'un collier sur une partie (9) de la grille d'acier (8).
  2. Système composite préfabriqué selon la revendication 1, caractérisé en ce que les surfaces d'appui (7) reliées respectivement par de la colle au panneau intérieur (2) et au panneau en matériau de bois (6) correspondant, qui est collé sur le panneau extérieur (1), de chaque écarteur (3) forment respectivement une surface de collage d'au moins 45 cm2.
  3. Système composite préfabriqué selon l'une quelconque des revendications 1 ou 2, caractérisé en ce qu'au moins 12 des écarteurs (3) disposés en rangées sont prévus par mètre carré du système mixte.
  4. Système composite préfabriqué selon la revendication 3, caractérisé en ce que trois rangées d'écarteurs (3) sont prévues par mètre carré du système composite, l'espacement entre les rangées voisines étant respectivement identique, quatre écarteurs (3) étant prévus dans chaque rangée et l'espacement entre des écarteurs (3) voisins de chaque rangée étant respectivement identique.
  5. Système composite préfabriqué selon la revendication 1, caractérisé en ce que les éléments de fixation (10) du type collier de serrage présentent une partie principale (12) centrale, entourant une poutre d'acier ou une partie (9) de la grille d'acier (8) avec une forme de section d'un V inversé, dont les branches (13) font place sur l'extrémité inférieure respectivement à une partie (14) en forme de plaque et coudée à 90°, qui repose à plat respectivement sur le panneau intérieur (2) et présente au moins un découpage (15) dans lequel est réceptionnée une vis de fixation (16) engagée dans le panneau intérieur (2).
  6. Système composite préfabriqué selon la revendication 5, caractérisé en ce que les éléments de fixation (10) sont formés à partir de tôle d'acier.
  7. Système composite préfabriqué selon la revendication 5, caractérisé en ce que les éléments de fixation (10) sont moulés par injection à base d'une matière synthétique résistante.
EP99103870A 1999-03-01 1999-03-01 Système préfabriqué composite pour la réalisation de murs interieurs ou exterieurs de bâtiments Expired - Lifetime EP1036891B1 (fr)

Priority Applications (4)

Application Number Priority Date Filing Date Title
DE59912765T DE59912765D1 (de) 1999-03-01 1999-03-01 Vorgefertigtes Verbundsystem zur Herstellung von Innen- und/oder Aussenwänden von Gebäuden
AT99103870T ATE309423T1 (de) 1999-03-01 1999-03-01 Vorgefertigtes verbundsystem zur herstellung von innen- und/oder aussenwänden von gebäuden
EP99103870A EP1036891B1 (fr) 1999-03-01 1999-03-01 Système préfabriqué composite pour la réalisation de murs interieurs ou exterieurs de bâtiments
US09/264,144 US6151857A (en) 1999-03-01 1999-03-05 Prefabricated composite construction system for internal and/or external building-walls

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
EP99103870A EP1036891B1 (fr) 1999-03-01 1999-03-01 Système préfabriqué composite pour la réalisation de murs interieurs ou exterieurs de bâtiments
US09/264,144 US6151857A (en) 1999-03-01 1999-03-05 Prefabricated composite construction system for internal and/or external building-walls

Publications (2)

Publication Number Publication Date
EP1036891A1 EP1036891A1 (fr) 2000-09-20
EP1036891B1 true EP1036891B1 (fr) 2005-11-09

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EP99103870A Expired - Lifetime EP1036891B1 (fr) 1999-03-01 1999-03-01 Système préfabriqué composite pour la réalisation de murs interieurs ou exterieurs de bâtiments

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Country Link
US (1) US6151857A (fr)
EP (1) EP1036891B1 (fr)

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JP3197258B2 (ja) * 1999-09-01 2001-08-13 マンドー クライメート コントロール コーポレイション 食品貯蔵庫用外部構造体及びその製造方法
CA2306966A1 (fr) * 2000-04-27 2001-10-27 David Janeway Dispositif et methode de fabrication de panneaux moules et de montage post-forme
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GB0211371D0 (en) * 2002-05-17 2002-06-26 Ayers Charles W J Improvements in or relating to a spacer device for a cavity wall
CN100363818C (zh) * 2004-02-24 2008-01-23 台达电子工业股份有限公司 腔体结构及应用此腔体结构的冷阴极平面灯
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AT10642U3 (de) * 2008-06-18 2010-01-15 Gabriele Witzani Verfahren zur herstellung von hohlwand- und deckensystemen in leichtbauweise
FR2935721A1 (fr) * 2008-09-08 2010-03-12 Sebastien Barriere Bloc isolant thermique de construction.
DE102008050741A1 (de) 2008-10-08 2010-04-15 Blumenfeld, Nikolai Mehrschichtiges Bausystem
GB201006586D0 (en) * 2010-04-20 2010-06-02 Birkett Brian G A cavity forming device and method of constructing a cavity wall
ITRM20110238A1 (it) * 2011-05-13 2012-11-14 Giovanni Cenci Metodo per la costruzione di casseri coibentati per il contenimento di calcestruzzo gettato in opera per realizzare pareti in cemento armato, e mezzi per la sua attuazione
CN103590516B (zh) * 2013-12-02 2015-10-07 贵州皆盈科技开发有限公司 一种自平衡预制面、现浇芯填充墙模架
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Also Published As

Publication number Publication date
EP1036891A1 (fr) 2000-09-20
US6151857A (en) 2000-11-28

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