EP1734200B1 - Utilisation d'un élément de paroi pour un bâtiment et d'un un elément composite de bois - Google Patents

Utilisation d'un élément de paroi pour un bâtiment et d'un un elément composite de bois Download PDF

Info

Publication number
EP1734200B1
EP1734200B1 EP05020614A EP05020614A EP1734200B1 EP 1734200 B1 EP1734200 B1 EP 1734200B1 EP 05020614 A EP05020614 A EP 05020614A EP 05020614 A EP05020614 A EP 05020614A EP 1734200 B1 EP1734200 B1 EP 1734200B1
Authority
EP
European Patent Office
Prior art keywords
wood
layers
pieces
wall element
composite 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.)
Active
Application number
EP05020614A
Other languages
German (de)
English (en)
Other versions
EP1734200A1 (fr
Inventor
Herbert Niederfriniger
Armin Strickner
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.)
REINVERBUND Srl
Original Assignee
REINVERBUND Srl
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 REINVERBUND Srl filed Critical REINVERBUND Srl
Priority to PL05020614T priority Critical patent/PL1734200T3/pl
Publication of EP1734200A1 publication Critical patent/EP1734200A1/fr
Application granted granted Critical
Publication of EP1734200B1 publication Critical patent/EP1734200B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • 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
    • E04C2/10—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products
    • E04C2/12—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products of solid wood

Definitions

  • the invention relates to the use of a building wall element according to claim 1 and the use of a wood layer composite panel according to claim 11.
  • a well-known construction method for wooden houses is the block construction method.
  • the walls which are the supporting parts of the construction, are made of solid and horizontally superimposed beams.
  • the unavoidable drying or increase in wood moisture and the associated shrinkage and swelling of the wood are a problem because it can lead to subsidence or uplift.
  • the bars may warp or deform over time, so that they no longer lie sufficiently close together.
  • the warping of the beams leads to a leakage of the walls.
  • heat insulations are usually applied to the inside of the walls. Building physics brings this u.a. the disadvantage that the solid bars are arranged on the outside, so facing the cold side, whereby the heat storage of the wall is reduced.
  • the internal insulation arrangement adversely affects the position of the dew point in the wall. This is located behind the internal insulation in the wall, which leads to condensation (increase in moisture) in this area. Furthermore, additional wind seals increase the risk of condensation.
  • the DE 34 08 608 C2 describes a generic construction of a building wall element with an outer and an inner layer.
  • the individual beams of such beam layers are similarly stacked to each other as in a conventional log cabin wall.
  • the bars have a smaller thickness.
  • the two beam layers are arranged at a distance from each other.
  • Each post engages dovetailed in grooves that extend over the entire height of the bar layers.
  • the support consists of two parts, of which the first two grooves in the longitudinal direction initially only partially fills, and engages the second in the assembly movable part in the initially left free space of the grooves.
  • the construction of a wall in the manner described requires additional insulation material in the space between the layers, which is expensive and therefore undesirable.
  • the problem of warping is reduced due to the smaller cross-sectional dimensions of the beams, the problem of lifting and setting is not solved.
  • the EP 1 097 032 B1 describes a prefabricated Laminated wood element with at least three interconnected from immediately adjacent board or post-like woods, these woods have two different directions of two adjacent layers.
  • the plywood element is made of wood material and the connection of the individual layers is done by dowels, which enforce the layers of wood.
  • This construction essentially eliminates the setting problems known in log cabin construction. But in order to achieve good Dammeigenschaften and good wind resistance, the structure of a wall in the manner described must have a large dimension in the direction of the strong wood or additional dam material, which is more expensive and therefore undesirable. In addition, the drilling of the holes and the insertion of the dowels is expensive.
  • the FR 2 659 703 A shows wedged blocks. as table tops with integrated table legs.
  • the invention has for its object to provide advantageous uses of wall panels and wood panels, where they can be used dimensionally stable, easy and inexpensive.
  • the invention also relates to a building according to claim 22, in which corresponding elements have been used.
  • the building wall element or the wood layer composite plate are constructed so that in each case adjacent woods have a plug connection with at least one running over the length of the timber projection and are in mutual sealing engagement, wherein the end face of the respective projection is spaced from the respective opposite wood and a Expansion joint forms.
  • the connectors Through the connectors, a substantially tight connection between the woods of the respective layers can be created, which improves the heat and sound insulation.
  • the woods can still in their width direction shrinkage and swelling, without the overall dimensions of the building wall element or the wood layer composite panel are changed.
  • the expansion joint may also be an outwardly opening joint, in order to avoid any capillary action that may occur.
  • the ridge strips can penetrate into at least one sealingly engaging region of the plug connections in each case. This prevents air convection between the air spaces separated by the strips.
  • the ridge strips can be pressed by an increase in volume due to swelling against Nutbegrenzende surfaces of the grooves, so that a firm connection of the woods and the at least two layers is achieved.
  • a fixation of the woods and the at least two layers can also be achieved by connecting means which penetrate at least one side surface of the ridge rail and the woods.
  • fixation of the woods and the at least two layers can be achieved by gluing.
  • the aforementioned types of fixation can also be performed in combination.
  • the building wall element or the wood layer composite panel can be constructed of different types of wood within the same element. These types of wood can be used according to the desired requirements, without having to meet the otherwise required in timber construction symmetry requirements, which brings enormous benefits.
  • the woods of an outer layer may e.g. be constructed of a weather-resistant wood species, such as larch or oak, while the woods of an inner layer may be constructed of cheaper spruce wood.
  • the ridge strips could also be made of other wood, for example, made of very solid beech wood.
  • the building wall element may be at least one space between the at least two layers, the extent of which is between 0 cm and 5 cm in the thickness direction. This creates a thermally insulating static air layer. In the case of the laminated wood panel this gap can be up to approx. 50 cm.
  • Insulating material may be present in at least one space between two layers.
  • An angle between the groove and the wood grain course of the woods can be a right angle or can be from the right Deviate angle. By varying this angle, the stability of the building wall element or the wood layer composite panel can be adapted to the expected load conditions.
  • the laminated wood panel in a preferred embodiment consists of at least three layers.
  • FIG. 1 and 2 consists of a building wall element according to the embodiment of four layers of juxtaposed wood 2 having layers 1, which are interconnected by means of mutually opposite grooves 3 and strips 4 inserted therein.
  • the wood fiber profile of the wood 2 runs parallel to the main load direction, ie in the direction of the dead weight of the wall.
  • the strips 4 are ridge strips.
  • the reference character A denotes a longitudinal direction of the woods 2, B a width direction of the woods 2 and C a thickness direction of the woods.
  • the direction of the wood fiber course of the woods 2 corresponds to the longitudinal direction of the woods 2.
  • the reference numeral 6 denotes spaces between the layers 2.
  • the woods 2 have a plug connection 5 with over the length of the timber 2 extending projections 7, 9, wherein the woods 2 are in mutual sealing engagement, and wherein the end face of the respective projection 7, 9 is spaced from the respective opposite wood 2 and forms an expansion joint 11, as in the Figures 1 to 3a is shown.
  • the FIG. 3a shows that the woods 2 at one of their side surfaces with respect to their width direction each have two projections 7 and three recesses 8. On their other side surface, the woods 2 corresponding to three projections 9 and two recesses 10th
  • the projections 7, 9 are engaged with the corresponding recesses 8, 10, so that a tight connection is formed and an expansion joint 11 is present between the woods 2 with respect to their width direction. Thus, the woods 2 can expand toward this expansion joint 11 relative to each other.
  • the projections 7, 9 preferably each have the same dimensions.
  • the strips 4 each penetrate a sealing engagement area. This is indicated by a dashed line in the FIGS. 3a and 3b indicated. Thus, an air convection between the separated by the strips 4 spaces 6 is prevented, which improves the thermal insulation of the building wall element.
  • FIG. 3b shows another embodiment of the connector 5.
  • a projection 7 with a corresponding recess 10 is engaged, so that a tight connection is formed and an expansion joint 11 between the woods with respect to their width direction is present.
  • the woods 2 can expand toward this expansion joint 11 relative to each other.
  • the strips 4 penetrate here in each case in a sealing engagement area.
  • the connector 5 is not on the in the FIGS. 3a and 3b shown limited form, but can take any form that leads to a tight connection between the woods 2.
  • the woods 2 may each optionally have only one projection, two, three or more projections and the corresponding number of recesses.
  • the expansion joint may also be an outwardly opening groove to avoid any capillary action that may occur.
  • the arrangement of the above-mentioned groove 3 and the strip 4 is in the present embodiment parallel to the width direction of the woods 2.
  • the arrangement of the groove 3 and the bar 4 but can not be performed parallel to the width direction of the woods 2.
  • the bar 4 due to positive locking the layers 1 and the woods 2 in two directions, ie in the thickness direction and in the longitudinal direction of the timber 2.
  • the strip 4 and the groove 3 are dimensioned so that due to the change in volume, a non-positive connection between the woods 2 a layer 1 and the bar 4 is achieved.
  • the strip 4 according to the exemplary embodiment has two portions 4a, 4b that are tapered to one another, wherein the dimension of the side surfaces 4c, 4d in the longitudinal direction of the woods 2 is formed larger than a central region 4e.
  • FIG. 4b The Figures 4b and 4c show possible modifications of the strip 4.
  • a central region 4f is made larger than the middle region 4e with respect to the thickness direction of the woods 2 FIG. 4a , Consequently, the dimension of the ridge strip increases in the thickness direction of the woods. In this way, the gap 6 between the layers 1 in the thickness direction of the woods 2 can be increased.
  • a central region 4g is made larger than the middle region 4e with respect to the thickness direction of the woods 2 FIG. 4a and projects in each case in the longitudinal direction of the woods 2 outwards. In this way, both the form and the adhesion between the woods 2 a layer 1 and the strip 3 can be further improved.
  • a bar 4 is not on in the FIGS. 4a to 4c 1, but may take any shape that can be engaged with a groove 3 in the manner of a ridge strip.
  • the ridge strips can also be made of a different material such as wood, for example of metal or plastic.
  • the fixation of the wood on the bar 4 by using dowels, nails, screws, glue, etc. can be achieved.
  • dowels, nails, screws, glue, etc. known system Connecting means
  • the fixation by means of volume enlargement and the fixation by means of system known connection means can also be performed in combination.
  • the layers 1 according to the embodiment offset from each other, so that the tightness and the stability and rigidity of the building wall element are further improved.
  • the layers 1 may not be arranged offset to one another.
  • the structural and physical properties of the building wall element can by the number of layers 1, the dimensions of the timber 2, the dimension of the interstices 6 between the layers 1, the execution of the connector 5, the arrangement of the layers 1 to each other and the choice of the wood desired requirements are adjusted as desired.
  • the symmetry conditions usually required in timber construction can be disregarded.
  • each wood 2 of a layer 1 can move in its thickness direction (direction C) and width direction (direction B) without changing the overall dimensions of the building wall element.
  • the well-known disadvantage of wood namely its directed change in volume, has added the structure of the invention no negative impact on the overall system. There is no subsidence and no warping, so that the tightness of the building wall element is maintained.
  • the invention can be applied not only to structures arranged substantially vertically or horizontally (e.g., walls and ceilings) but also to sloping constructions (e.g., roof structures).
  • the woods of a layer may be connected with respect to their widthwise direction by means of a plug connection (for example a groove-comb connection).
  • a plug connection for example a groove-comb connection.
  • the outer layer has plug connections, whereas the remaining layers have no connections.
  • the connector For low building physics requirement can be dispensed with the connector.
  • foreign materials such as insulating or sealing materials, can be incorporated between the woods of a layer.
  • connection of the woods of a layer is essentially by an increase in volume due to swelling of the strips used.
  • the number of strips used can vary as desired according to the desired requirements.
  • a fixation due to increase in volume of the strips is done by the moisture content of the strips is lowered below the moisture content of the woods and the dried strips are inserted into the opposite continuous grooves.
  • the dimensions of the strip and the groove are dimensioned so that a non-positive connection between the woods of a layer and the bar is achieved as a result of the volume change generated by the wood moisture balance.
  • the fixation of the layers in the longitudinal and the width direction of the wood is done by positive engagement with the strips.
  • a einstoffliches building wall element which can be referred to as Reinverbund.
  • connection means can be used if the moisture balance and thus the increase in volume of the bar has not yet taken place.
  • the groin may be subjected to a suitable treatment to increase the swelling effect.
  • the strip which is designed as a ridge strip, fixes the layers and the woods only in two directions, i. in the direction of strength and in the longitudinal direction of the woods. If the increase in volume of the strip is dispensed with, the fixing of the wood to the strip can be achieved by using other connecting means known per se. Of course, the fixation by means of volume enlargement and the fixation with the connecting means can also be carried out in combination.
  • a building wall element can be provided with space and without space between the layers.
  • the structure of the invention allows any number of layers and thus any number of air spaces.
  • a substantially static layer of air is created between the layers, which increases the thermal insulation of the component.
  • the distance between the layers forming this static air layer should be less than 5 cm in the building wall element in order to avoid air convection. For the laminated wood panel, this distance can be up to approx. 50 cm.
  • a gap between the layers can also be filled with insulating materials, such as wood fiber boards, sand, in bedding, etc., ceilings.
  • the spaces between the layers can also be used for gas, water, and electrical installations, etc.
  • the building wall element or the wood layer composite panel need not be symmetrical.
  • the woods of an outer layer may have larger cross-sectional dimensions than the woods of an inner layer.
  • the distance between the layers can be adjusted according to the desired building physics requirements.
  • the high static and dynamic load capacity of the building wall element according to the invention enables multi-storey house construction.
  • the inventive construction of the building wall element allows a good yield of roundwood.
  • the outer areas of the round timber can be used in the building wall element as a ridge strip.
  • the timbers can be sawn or planed.
  • the outer surfaces of the woods are possible in visual quality.
  • the building wall element can only be made of wood (Reinverbund), good building physics properties result. For example, there may be no emissions caused by binding materials. Since the building wall element according to the invention furthermore requires no vapor barrier, etc., a moisture exchange can take place through the building wall element.
  • the layers of the building wall element according to the invention consist essentially of identical parts, that is, all woods can be the same and all ridge strips can be the same.
  • the rectilinear connectors and the grooves can be easily milled into the woods. Consequently, the building wall element can be easily machined with a large degree of automation is possible.

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Wood Science & Technology (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Panels For Use In Building Construction (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Laminated Bodies (AREA)

Claims (23)

  1. Utilisation d'un élément de mur de bâtiment, avec au moins deux couches (1) comportant des lattes de bois (2) disposées côte à côte par couches, reliées entre elles au moyen de rainures opposées (3) dans lesquelles sont insérées fixement des languettes d'arête (4), de telle manière que le tracé des fibres de bois des lattes de bois (2) s'étend parallèlement ou en biais par rapport à la direction de charge principale.
  2. Utilisation d'un élément de mur de bâtiment selon la revendication 1, dans laquelle les lattes de bois (2) respectivement adjacentes par couches possèdent un assemblage par emboîtement (5) avec au moins une saillie (7, 9 ; 7a, 9a) s'étendant sur la longueur des lattes de bois (2), tout en étant réciproquement en prise étanche, la surface frontale de chacune des saillies (7, 9 ; 7a, 9a) étant espacée de la latte de bois (2) respectivement opposée et formant un joint de dilatation (11 ; 11a).
  3. Utilisation d'un élément de mur de bâtiment selon la revendication 2, dans laquelle les languettes d'arête (4) s'introduisent respectivement dans au moins une région se trouvant en prise étanche.
  4. Utilisation d'un élément de mur de bâtiment selon l'une des revendications 1 à 3. dans laquelle les languettes d'arête (4) sont appuyées contre des surfaces des rainures (3) délimitant les rainures, par agrandissement de volume suite à une dilatation, de manière à obtenir un assemblage solide entre les lattes de bois (2) et les au moins deux couches (1).
  5. Utilisation d'un élément de mur de bâtiment selon l'une des revendications 1 à 4, dans laquelle une fixation des lattes de bois (2) et des au moins deux couches (1) est réalisée par des moyens d'assemblage traversant au moins un surface latérale de la baguette en queue d'aronde (4) et des lattes de bois (2).
  6. Utilisation d'un élément de mur de bâtiment selon l'une des revendications 1 à 5, dans laquelle la fixation des lattes de bois (2) et des au moins deux couches (1) par encollage.
  7. Utilisation d'un élément de mur de bâtiment selon l'une des revendications 1 à 6. dans laquelle l'élément de mur de bâtiment est constitué de plusieurs sortes de bois.
  8. Utilisation d'un élément de mur de bâtiment selon l'une des revendications 1 à 7, dans laquelle au moins un espace intermédiaire (6) se trouve entre les au moins deux couches (1), dont la dimension dans le sens de l'épaisseur peut être comprise entre 0 cm et 5 cm.
  9. Utilisation d'un élément de mur de bâtiment selon l'une des revendications 1 à 8, dans laquelle un matériau isolant est disposé dans au moins un espace intermédiaire (6) entre deux couches (1).
  10. Utilisation d'un élément de mur de bâtiment selon l'une des revendications 1 à 9. dans laquelle un angle entre la rainure (3) et le tracé des fibres de bois des lattes de bois (2) est un angle droit.
  11. Utilisation d'un panneau composite en couches de bois, avec au moins deux couches (1) de lattes de bois (2) disposées côte à côte en couche, reliées entre elles au moyen rainures (3) opposées les unes aux autres, et de languettes d'arête (4) fixement insérées dans celles-ci, dans laquelle le tracé des fibres de bois des lattes de bois (2) s'étend parallèlement aux plans des au moins deux couches (1), de telle manière que la direction de charge principale s'étend transversalement à ces plans.
  12. Utilisation d'un panneau composite en couches de bois selon la revendication 11, dans laquelle le panneau composite en couches de bois est constitué d'au moins trois couches (1).
  13. Utilisation d'un panneau composite en couches de bois selon la revendication 11 ou 12, dans laquelle les lattes de bois (2) respectivement adjacentes en couches possèdent un assemblage par emboîtement (5) avec au moins une saillie (7, 9 ; 7a, 9a) s'étendant sur la longueur des lattes de bois (2), tout en étant en prise étanche les unes avec les autres, la surface frontale de chacune des saillies (7, 9 ; 7a, 9a) étant espacée de la latte de bois (2) respectivement opposée et formant un joint de dilatation (11 ; 11a).
  14. Utilisation d'un panneau composite en couches de bois selon la revendication 13, dans laquelle les languettes d'arête (4) s'introduisent chacune dans au moins une région se trouvant en prise étanche.
  15. Utilisation d'un panneau composite en couches de bois selon l'une des revendications 11 à 14, dans laquelle les languettes d'arête (4) sont appuyées contre des surfaces des rainures (3) délimitant les rainures, par agrandissement de volume suite à une dilatation, de manière à obtenir un assemblage solide des lattes de bois (2) et des au moins deux couches (1).
  16. Utilisation d'un panneau composite en couches de bois selon l'une des revendications 11 à 15, dans laquelle une fixation des lattes de bois (2) et des au moins deux couches (1) est réalisée par des moyens d'assemblage traversant au moins une surface latérale de la languette d'arête (4) et des lattes de bois (2).
  17. Utilisation d'un panneau composite en couches de bois selon l'une des revendications 11 à 16, dans laquelle la fixation des lattes de bois (2) et des au moins deux couches (1) est réalisée par encollage.
  18. Utilisation d'un panneau composite en couches de bois selon l'une des revendications 11 à 17, dans laquelle celui-ci est constitué de différentes sortes de bois.
  19. Utilisation d'un panneau composite en couches de bois selon l'une des revendications 11 à 18, dans laquelle au moins un espace intermédiaire (6) est présent entre au moins deux couches (1), dont la dimension dans le sens de l'épaisseur peut être comprise entre 0 cm et 50 cm.
  20. Utilisation d'un panneau composite en couches de bois selon l'une des revendications 11 à 19, dans laquelle un matériau isolant est disposé dans au moins un espace intermédiaire (6) entre les couches (1).
  21. Utilisation d'un panneau composite en couches de bois selon l'une des revendications 11 à 20, dans laquelle un angle entre la rainure (3) et le tracé des fibres de bois des lattes de bois (2) est un angle droit.
  22. Bâtiment avec
    un élément de mur de bâtiment prévu comme élément d'un mur ou d'un plafond ou encore d'un toit, avec au moins deux couches (1) comportant des lattes de bois (2) disposées côte à côte par couches, reliées entre elles au moyen de rainures opposées (3) et de languettes d'arête (4) fixement insérées dans celles-ci, le tracé des fibres de bois des lattes de bois (2) s'étendant parallèlement ou de façon oblique par rapport à la direction de charge principale,
    et/ou avec
    un panneau composite en couches de bois prévu comme élément d'un mur ou d'un plafond ou encore d'un toit, avec au moins deux couches (1) de lattes de bois (2) disposées côte à côte par couches, reliées entre elles au moyen de rainures opposées (3) et de languettes d'arête (4) insérées fixement dans celles-ci, le tracé des fibres de bois des lattes de bois (2) s'étendant parallèlement aux plans des au moins deux couches (1), et la direction de charge principale s'étendant transversalement à ces plans.
  23. Bâtiment selon la revendication 22, réalisé selon l'une des revendications 2 à 10 et/ou 12 à 21.
EP05020614A 2005-06-17 2005-09-21 Utilisation d'un élément de paroi pour un bâtiment et d'un un elément composite de bois Active EP1734200B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL05020614T PL1734200T3 (pl) 2005-06-17 2005-09-21 Zastosowanie elementu ściany budynku i warstwowej płyty drewnianej

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
IT000031A ITBZ20050031A1 (it) 2005-06-17 2005-06-17 Elemento di parete per edificio e panello composito di strati di legno

Publications (2)

Publication Number Publication Date
EP1734200A1 EP1734200A1 (fr) 2006-12-20
EP1734200B1 true EP1734200B1 (fr) 2011-12-28

Family

ID=36794908

Family Applications (1)

Application Number Title Priority Date Filing Date
EP05020614A Active EP1734200B1 (fr) 2005-06-17 2005-09-21 Utilisation d'un élément de paroi pour un bâtiment et d'un un elément composite de bois

Country Status (4)

Country Link
EP (1) EP1734200B1 (fr)
AT (1) ATE539206T1 (fr)
IT (1) ITBZ20050031A1 (fr)
PL (1) PL1734200T3 (fr)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2821191A1 (fr) 2013-07-02 2015-01-07 Gerhard Weissteiner Elément de plaque en bois
DE202014105246U1 (de) 2013-10-31 2015-02-05 Syno R Gmbh Holzwand mit wenigstens zwei parallel zueinander angeordneten Lagen von Holzelementen
EP2896761A1 (fr) 2014-01-21 2015-07-22 Paulpeter Hofer Élément modulaire de base ainsi que longeron, planche et panneau formés de tels éléments de base

Families Citing this family (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT505324B1 (de) 2007-05-23 2009-03-15 Mwt Micro Wood Technology Gmbh Holzbauelement und daraus gebildetes wandelement
ITBZ20070046A1 (it) * 2007-11-19 2009-05-20 Reinverbund Gmbh Srl "gebaudewandelement"
DE202008000895U1 (de) * 2008-01-21 2008-05-08 Kazenwadel, Dieter Massiv-Holz-Decken-Element
DE202008014889U1 (de) 2008-11-10 2009-03-05 Reinverbund S.R.L., Prad Am Stilfersjoch Gebäudewandelement
EP2316624A3 (fr) * 2009-10-30 2013-06-19 Sergey Evgenievic Dorozhkin Panneau en bois multicouche
DE102010061929A1 (de) * 2010-11-25 2012-05-31 Werner Grosse Strukturteil für Hochbauwerke
ITTN20130001A1 (it) 2013-02-13 2014-08-14 Bertagnolli Afg Srl Procedimento per la realizzazione di pareti prefabbricate in legno composte da due assiti in tavole verticali, distanziati e collegati tra loro da nervature orizzontali con incastro a coda di rondine.
AT515504B1 (de) 2014-03-14 2016-10-15 Erwin Thoma Flächiges Bauelement
CH709486A2 (de) * 2014-04-11 2015-10-15 Bionicalpha Ag Leichtbauelement, Herstellungsverfahren dafür, Verwendung desselben, sowie Leichtbauplatte und Dämmstoff.
DE102015005042A1 (de) 2015-04-21 2016-10-27 Mjm Design & Technik Gmbh Zwei- oder mehrteilige Gratleiste mit ein- oder zweiseitiger Schwalbenschwanzausbildung, zum Befestigen und/oder Verbinden von Werkstücken im Besonderen geeignet zur Herstellung und Montage von Wand-, Decken- und Bodenelementen für Holzbauten, vorzugsweise unter Verwendung von nachwachsenden Rohstoffen
DE102016001213A1 (de) * 2016-02-03 2017-08-03 Lignotrend Gmbh & Co. Kg Hölzernes Deckenelement
CN107386525A (zh) * 2017-08-07 2017-11-24 合肥英源新材料科技有限公司 一种组合式墙板
LU100746B1 (de) 2018-03-21 2019-10-01 Erwin Thoma Aktivierte Holzbauelemente und Verfahren zur Herstellung solcher Bauelemente
AT520542B1 (fr) * 2018-05-15 2019-05-15

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2090886A (en) * 1980-12-11 1982-07-21 Hughes & Allen Ltd Floor panels
DE3408608C2 (de) * 1984-03-09 1986-09-25 Hubert 8941 Erkheim Fritz Wand für ein Blockhaus
FR2659703B1 (fr) * 1990-03-13 1993-06-04 Frizot Roger Procede d'assemblage de blocs jointifs a l'aide de barres porteuses.
AT406596B (de) 1998-07-13 2000-06-26 Erwin Ing Thoma Vorgefertigtes schichtholzelement

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2821191A1 (fr) 2013-07-02 2015-01-07 Gerhard Weissteiner Elément de plaque en bois
WO2015000747A2 (fr) * 2013-07-02 2015-01-08 Gerhard Weissteiner Panneau en bois
WO2015000747A3 (fr) * 2013-07-02 2015-03-19 Gerhard Weissteiner Panneau en bois
DE202014105246U1 (de) 2013-10-31 2015-02-05 Syno R Gmbh Holzwand mit wenigstens zwei parallel zueinander angeordneten Lagen von Holzelementen
DE102013112054A1 (de) 2013-10-31 2015-04-30 Peter Rehklau Holzwand mit wenigstens zwei parallel zueinander angeordneten Lagen von Holzelementen
EP2896761A1 (fr) 2014-01-21 2015-07-22 Paulpeter Hofer Élément modulaire de base ainsi que longeron, planche et panneau formés de tels éléments de base

Also Published As

Publication number Publication date
EP1734200A1 (fr) 2006-12-20
PL1734200T3 (pl) 2012-05-31
ATE539206T1 (de) 2012-01-15
ITBZ20050031A1 (it) 2006-12-18

Similar Documents

Publication Publication Date Title
EP1734200B1 (fr) Utilisation d'un élément de paroi pour un bâtiment et d'un un elément composite de bois
AT413713B (de) Gebäude
EP2821191B1 (fr) Elément de plaque en bois
WO2000003850A1 (fr) Element en bois stratifie prefabrique
EP0560013B1 (fr) Panneau en bois
EP1511906B1 (fr) Element de construction en bois et jeu d'elements pour la construction de murs de batiments a l'aide d'elements de construction en bois
WO2006027357A1 (fr) Module structurel
EP1381740A1 (fr) Element de bois stratifie prefabrique
EP2060694B1 (fr) Elément de paroi de bâtiment
EP0593984A1 (fr) Elément de construction de paroi et paroi réalisée à partir de cet élément de construction
WO1999066148A1 (fr) Element de construction de mur, de plafond et de toit
DE60033392T2 (de) Gebäudekonstruktion
DE202005002766U1 (de) Holzriegelwand
DE10219981B4 (de) Holzbautafel
CH680600A5 (en) Wooden building of composite box section parts - has plywood outside walls with flat connectors in central layer
CH701312A2 (de) Holz-Strukturelement.
EP1323876B1 (fr) Panneau, espaceur et poutre en treillis adapté pour ce panneau, bâtiment et méthode de construction
DE29612763U1 (de) Holzhaus und zu dessen Herstellung bestimmte Wandtafel
EP0826844B1 (fr) Colonne en bois par collage pour méthode de construction d'une ossature en bois
EP2256262A1 (fr) Module de bâtiment en bois, son utilisation et son procédé de fabrication
AT413409B (de) Wand- und bauelement, wand mit bauelementen, wand, eck- und wandverbindung
DE19739402C2 (de) Gebäudeecke für ein Haus in Holzbauweise
DE10015429C2 (de) Wand- oder Deckenelement
DE102012015072B4 (de) Saunakabine mit Holzblockbohlen
DE102009017185A1 (de) Variable Gebäudekonstruktion für Holzhäuser

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

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC NL PL PT RO SE SI SK TR

AX Request for extension of the european patent

Extension state: AL BA HR MK YU

17P Request for examination filed

Effective date: 20070511

AKX Designation fees paid

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC NL PL PT RO SE SI SK TR

17Q First examination report despatched

Effective date: 20071016

RAP1 Party data changed (applicant data changed or rights of an application transferred)

Owner name: REINVERBUND S.R.L.

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

RTI1 Title (correction)

Free format text: USE OF A WALL ELEMENT FOR A BUILDING AND OF A COMPOSITE WOOD PANEL

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): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC NL PL PT RO SE SI SK TR

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: AT

Ref legal event code: REF

Ref document number: 539206

Country of ref document: AT

Kind code of ref document: T

Effective date: 20120115

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 502005012262

Country of ref document: DE

Effective date: 20120308

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: BOVARD AG

REG Reference to a national code

Ref country code: NL

Ref legal event code: VDEP

Effective date: 20111228

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

Ref country code: LT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20111228

LTIE Lt: invalidation of european patent or patent extension

Effective date: 20111228

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

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20120329

Ref country code: SE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20111228

Ref country code: SI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20111228

Ref country code: LV

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20111228

REG Reference to a national code

Ref country code: PL

Ref legal event code: T3

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

Ref country code: CY

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20111228

REG Reference to a national code

Ref country code: IE

Ref legal event code: FD4D

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

Ref country code: NL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20111228

Ref country code: EE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20111228

Ref country code: IE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20111228

Ref country code: SK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20111228

Ref country code: BG

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20120328

Ref country code: IS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20120428

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

Ref country code: RO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20111228

Ref country code: PT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20120430

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

Ref country code: DK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20111228

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: 20121001

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502005012262

Country of ref document: DE

Effective date: 20121001

BERE Be: lapsed

Owner name: REINVERBUND S.R.L.

Effective date: 20120930

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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20120408

Ref country code: MC

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

Effective date: 20120930

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

Ref country code: FI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20111228

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

Ref country code: BE

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

Effective date: 20120930

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

Ref country code: TR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20111228

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

Ref country code: HU

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20050921

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 12

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 13

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 14

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

Ref country code: GB

Payment date: 20210923

Year of fee payment: 17

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

Ref country code: CZ

Payment date: 20220912

Year of fee payment: 18

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

Ref country code: PL

Payment date: 20220909

Year of fee payment: 18

Ref country code: FR

Payment date: 20220921

Year of fee payment: 18

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

Effective date: 20220921

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

Ref country code: GB

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

Effective date: 20220921

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

Ref country code: LU

Payment date: 20230920

Year of fee payment: 19

Ref country code: AT

Payment date: 20230921

Year of fee payment: 19

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

Ref country code: DE

Payment date: 20230919

Year of fee payment: 19

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

Ref country code: IT

Payment date: 20230922

Year of fee payment: 19

Ref country code: CH

Payment date: 20231002

Year of fee payment: 19

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

Ref country code: CZ

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

Effective date: 20230921

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: 20230930