EP1734200A1 - Elément de paroi pour un bâtiment et un elément composite de bois - Google Patents
Elément de paroi pour un bâtiment et un elément composite de bois Download PDFInfo
- Publication number
- EP1734200A1 EP1734200A1 EP05020614A EP05020614A EP1734200A1 EP 1734200 A1 EP1734200 A1 EP 1734200A1 EP 05020614 A EP05020614 A EP 05020614A EP 05020614 A EP05020614 A EP 05020614A EP 1734200 A1 EP1734200 A1 EP 1734200A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- woods
- layers
- wood
- wall element
- building wall
- 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.)
- Granted
Links
- 239000002023 wood Substances 0.000 title claims abstract description 64
- 239000002131 composite material Substances 0.000 title claims abstract description 16
- 229920002522 Wood fibre Polymers 0.000 claims abstract description 13
- 239000002025 wood fiber Substances 0.000 claims abstract description 13
- 230000008961 swelling Effects 0.000 claims description 9
- 239000011810 insulating material Substances 0.000 claims description 7
- 238000007789 sealing Methods 0.000 claims description 7
- 238000004026 adhesive bonding Methods 0.000 claims description 3
- 230000000712 assembly Effects 0.000 abstract 1
- 238000000429 assembly Methods 0.000 abstract 1
- 230000037361 pathway Effects 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 17
- 238000009413 insulation Methods 0.000 description 8
- 230000008859 change Effects 0.000 description 4
- 239000000463 material Substances 0.000 description 4
- 230000003068 static effect Effects 0.000 description 4
- 239000012774 insulation material Substances 0.000 description 3
- 239000007787 solid Substances 0.000 description 3
- 230000009471 action Effects 0.000 description 2
- 238000009833 condensation Methods 0.000 description 2
- 230000005494 condensation Effects 0.000 description 2
- 239000003292 glue Substances 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 238000009421 internal insulation Methods 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 240000000731 Fagus sylvatica Species 0.000 description 1
- 235000010099 Fagus sylvatica Nutrition 0.000 description 1
- 241000218652 Larix Species 0.000 description 1
- 235000005590 Larix decidua Nutrition 0.000 description 1
- 241000218657 Picea Species 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- 230000004888 barrier function Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000010616 electrical installation Methods 0.000 description 1
- 210000004013 groin Anatomy 0.000 description 1
- 238000005338 heat storage Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000000704 physical effect Effects 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 239000011120 plywood Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000003566 sealing material Substances 0.000 description 1
- 241000894007 species Species 0.000 description 1
- 230000002522 swelling effect Effects 0.000 description 1
- 238000012546 transfer Methods 0.000 description 1
- 230000000007 visual effect Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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 a building wall element according to claim 1 and a wood layer composite panel according to claim 12.
- 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 to achieve good insulation properties and good wind resistance, the structure of a wall in the manner described must have a large dimension in the thickness direction of the woods or additional insulation material, which is expensive and therefore undesirable. In addition, the drilling of the holes and the insertion of the dowels is expensive.
- the invention has for its object to provide a wall panel and a wooden panel that are dimensionally stable and can be easily and inexpensively manufactured.
- this object is achieved with respect to the wall element by a building wall element with at least two layers juxtaposed woods having layers which are interconnected by means of opposing grooves and fixed ridge strips inserted therein, the wood fiber course of the wood runs parallel to the main load direction; and this object is achieved with respect to the wood panel by a laminated wood composite panel with at least two layers of juxtaposed layers of wood, which are interconnected by means of opposing grooves and ridge strips firmly inserted therein, the wood fiber profile of the woods is parallel to the planes of at least two layers and the Main load direction transverse to these planes.
- 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 extending 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.
- 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.
- reference character A denotes a longitudinal direction of the woods 2
- B a width direction of the woods 2
- 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 shown in Figures 1 to 3a.
- FIG. 3 a shows that the timbers 2 each have two projections 7 and three recesses 8 at one of their side surfaces with respect to their width direction. 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 Figures 3a and 3b. 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.
- Figure 3b shows another embodiment of the connector 5.
- only one 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 limited to the shape shown in Figures 3a and 3b, 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 strip 4 fixes the layers 1 and the woods 2 in two directions, ie in the thickness direction and in the longitudinal direction of the woods 2, as a result of positive locking.
- 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.
- FIGS. 4b and 4c show possible modifications of the strip 4.
- a middle area 4f with respect to the thickness direction of the woods 2 is made larger than the middle area 4e from 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 middle region 4g is made larger with respect to the thickness direction of the woods 2 than the middle region 4e from FIG. 4a and projects outwards in the longitudinal direction of the woods 2 in each case. 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 strip 4 is not limited to that shown in Figures 4a to 4c, but may take any shape that can be brought into engagement 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 exemplary embodiment are offset relative to one another, so that the tightness and the stability as well as the 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.
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- 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)
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 true EP1734200A1 (fr) | 2006-12-20 |
EP1734200B1 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 (15)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1995387A2 (fr) | 2007-05-23 | 2008-11-26 | MWT Micro Wood Technology GmbH & Co KEG | Composant en bois et élément mural formé à l'aide de celui-ci |
DE202008014889U1 (de) | 2008-11-10 | 2009-03-05 | Reinverbund S.R.L., Prad Am Stilfersjoch | Gebäudewandelement |
EP2060694A1 (fr) * | 2007-11-19 | 2009-05-20 | Reinverbund S.R.L. | Elément de paroi de bâtiment |
EP2080845A1 (fr) * | 2008-01-21 | 2009-07-22 | Dieter Kazenwadel | Elément préfabriqué en bois |
DE102010061929A1 (de) * | 2010-11-25 | 2012-05-31 | Werner Grosse | Strukturteil für Hochbauwerke |
EP2316624A3 (fr) * | 2009-10-30 | 2013-06-19 | Sergey Evgenievic Dorozhkin | Panneau en bois multicouche |
WO2014125435A2 (fr) | 2013-02-13 | 2014-08-21 | Bertagnolli Afg Srl | Machine et procédé permettant de fabriquer un mur préfabriqué et mur préfabriqué |
DE202016102078U1 (de) | 2015-04-21 | 2016-05-06 | Mjm Design & Technik Gmbh | Gratleistensystem sowie mehrlagiges Massivholzpaneel mit einem solchen Gratleistensystem |
AT14756U1 (de) * | 2013-10-31 | 2016-05-15 | Peter Rehklau | Holzwand mit wenigstens zwei parallel zueinander angeordneten Lagen von Holzelementen |
DE212015000085U1 (de) | 2014-03-14 | 2016-12-20 | Erwin Thoma | Flächiges Bauelement |
US20170183869A1 (en) * | 2014-04-11 | 2017-06-29 | Bionic Alpha Ag | Lightweight construction element, manufacturing method therefor, use of same, and lightweight panel and insulating material |
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 |
WO2019180076A1 (fr) | 2018-03-21 | 2019-09-26 | Erwin Thoma | Éléments de construction en bois activés et procédé de fabrication de tels éléments de construction |
EP3569781A1 (fr) * | 2018-05-15 | 2019-11-20 | Guido Romanus Strohecker | Élément de bâtiment destiné à la construction des bâtiments |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2821191B1 (fr) * | 2013-07-02 | 2015-09-02 | Gerhard Weissteiner | Elément de plaque en bois |
LT2896761T (lt) | 2014-01-21 | 2017-04-10 | Leneco S.R.L. | Modulinis pagrindo elementas taip pat išilginė konstrukcinė detalė, plokštė ir panelis, suformuoti iš tokių pagrindo elementų |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2090886A (en) * | 1980-12-11 | 1982-07-21 | Hughes & Allen Ltd | Floor panels |
DE3408608A1 (de) * | 1984-03-09 | 1985-09-12 | Hubert 8941 Westerheim Fritz | Wand fuer ein blockhaus |
FR2659703A1 (fr) * | 1990-03-13 | 1991-09-20 | Frizot Roger | Procede d'assemblage de blocs jointifs a l'aide de barres porteuses. |
EP1097032B1 (fr) | 1998-07-13 | 2002-09-25 | Erwin Thoma | Element en bois stratifie prefabrique |
-
2005
- 2005-06-17 IT IT000031A patent/ITBZ20050031A1/it unknown
- 2005-09-21 PL PL05020614T patent/PL1734200T3/pl unknown
- 2005-09-21 AT AT05020614T patent/ATE539206T1/de active
- 2005-09-21 EP EP05020614A patent/EP1734200B1/fr active Active
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2090886A (en) * | 1980-12-11 | 1982-07-21 | Hughes & Allen Ltd | Floor panels |
DE3408608A1 (de) * | 1984-03-09 | 1985-09-12 | Hubert 8941 Westerheim Fritz | Wand fuer ein blockhaus |
DE3408608C2 (de) | 1984-03-09 | 1986-09-25 | Hubert 8941 Erkheim Fritz | Wand für ein Blockhaus |
FR2659703A1 (fr) * | 1990-03-13 | 1991-09-20 | Frizot Roger | Procede d'assemblage de blocs jointifs a l'aide de barres porteuses. |
EP1097032B1 (fr) | 1998-07-13 | 2002-09-25 | Erwin Thoma | Element en bois stratifie prefabrique |
US6534143B1 (en) * | 1998-07-13 | 2003-03-18 | Erwin Thoma | Prefabricated laminated wood member |
Cited By (19)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1995387A2 (fr) | 2007-05-23 | 2008-11-26 | MWT Micro Wood Technology GmbH & Co KEG | Composant en bois et élément mural formé à l'aide de celui-ci |
EP2060694A1 (fr) * | 2007-11-19 | 2009-05-20 | Reinverbund S.R.L. | Elément de paroi de bâtiment |
DE202008017498U1 (de) | 2007-11-19 | 2009-10-01 | Reinverbund S.R.L., Prad Am Stilfersjoch | Gebäudewandelement |
EP2080845A1 (fr) * | 2008-01-21 | 2009-07-22 | Dieter Kazenwadel | Elément préfabriqué en bois |
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 |
WO2014125435A3 (fr) * | 2013-02-13 | 2014-11-20 | Bertagnolli Afg Srl | Machine et procédé permettant de fabriquer un mur préfabriqué et mur préfabriqué |
WO2014125435A2 (fr) | 2013-02-13 | 2014-08-21 | Bertagnolli Afg Srl | Machine et procédé permettant de fabriquer un mur préfabriqué et mur préfabriqué |
AT14756U1 (de) * | 2013-10-31 | 2016-05-15 | Peter Rehklau | Holzwand mit wenigstens zwei parallel zueinander angeordneten Lagen von Holzelementen |
DE212015000085U1 (de) | 2014-03-14 | 2016-12-20 | Erwin Thoma | Flächiges Bauelement |
US20170183869A1 (en) * | 2014-04-11 | 2017-06-29 | Bionic Alpha Ag | Lightweight construction element, manufacturing method therefor, use of same, and lightweight panel and insulating material |
EP3129564B1 (fr) * | 2014-04-11 | 2019-12-04 | Bionic Alpha AG | Élément de construction léger, procédé de production dudit élément, utilisation dudit élément, et plaque légère et matériau isolant |
DE202016102078U1 (de) | 2015-04-21 | 2016-05-06 | Mjm Design & Technik Gmbh | Gratleistensystem sowie mehrlagiges Massivholzpaneel mit einem solchen Gratleistensystem |
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 |
WO2019180076A1 (fr) | 2018-03-21 | 2019-09-26 | Erwin Thoma | Éléments de construction en bois activés et procédé de fabrication de tels éléments de construction |
EP3569781A1 (fr) * | 2018-05-15 | 2019-11-20 | Guido Romanus Strohecker | Élément de bâtiment destiné à la construction des bâtiments |
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ATE539206T1 (de) | 2012-01-15 |
EP1734200B1 (fr) | 2011-12-28 |
ITBZ20050031A1 (it) | 2006-12-18 |
PL1734200T3 (pl) | 2012-05-31 |
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