EP1264051A1 - Wooden wall or ceiling element - Google Patents

Wooden wall or ceiling element

Info

Publication number
EP1264051A1
EP1264051A1 EP01913367A EP01913367A EP1264051A1 EP 1264051 A1 EP1264051 A1 EP 1264051A1 EP 01913367 A EP01913367 A EP 01913367A EP 01913367 A EP01913367 A EP 01913367A EP 1264051 A1 EP1264051 A1 EP 1264051A1
Authority
EP
European Patent Office
Prior art keywords
beams
profile
wall
row
section
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
Application number
EP01913367A
Other languages
German (de)
French (fr)
Other versions
EP1264051B1 (en
Inventor
Georg Ganaus
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.)
Ganaus Georg
Original Assignee
Ganaus Georg
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 Ganaus Georg filed Critical Ganaus Georg
Publication of EP1264051A1 publication Critical patent/EP1264051A1/en
Application granted granted Critical
Publication of EP1264051B1 publication Critical patent/EP1264051B1/en
Priority to CY20061101127T priority Critical patent/CY1107477T1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

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
    • 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
    • E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/70—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood
    • E04B2/701—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with integrated supporting and obturation function

Definitions

  • the invention relates to a wooden wall or ceiling element with side-by-side and interconnected profile beams, which have an at least partially different thickness with respect to a central plane of the row of beams in terms of their cross-section between their connection points for the adjacent profile beams in the row of beams
  • the profile beams can have a cross-section with an essentially rectangular basic shape or a basic shape with convex mimicking convex outer borders (US 2665 455 A), so that between the connection points for the adjacent profile beams in the row of bars a different thickness perpendicular to the central plane of the row of bars gives the disadvantage of these known block-type walls is independent of the respective outer shape that the wooden for building walls with a predetermined wall thickness design profile beams from tree trunks with a corresponding one Trunk diameter must be made so that the wall thickness can only be specified depending on the available profile beams
  • the invention is therefore based on the object to design a wooden wall or ceiling element of the type described in such a way that a wall thickness exceeding the corresponding cross-sectional dimensions of the profile beams can be ensured with simple structural means, with wall properties that are quite comparable to a block construction wall
  • the invention achieves the stated object in that in the profiling of the outer surfaces of the row of beams formed by the different beam thickness, at least on one side outer beams engage in a form-fitting manner, the cross section of which is limited by the central plane or a parallel plane, from connection point to connection point extending partial cross-section corresponds to the profile beam
  • the profile bars of the same shape need only be pivoted by 180 ° with respect to a transverse axis to the central plane for an interlocking engagement of two profile beams on an outer surface of the row of bars , unless a symmetrical profile with respect to a central plane between the connection points is selected from the outset.
  • the form fit is offset by half the distance between the two rows of bars by a mutual ischen the connection points for the abutting profile beams of the row of beams achieved Due to the profiling of the outer surfaces of the row of beams, however, no flat wall surface can be formed.For this reason, outer beams are provided that engage in a form-fitting manner in the profiled outer surface of the row of beams and result in a flat wall surface on the side facing away from the row of beams , which corresponds to the cross-section of the profile beams halved with respect to the central plane of the profile row.
  • the limitation of the partial cross-section of the profile beams can also be achieved by a plane parallel to the central plane, provided that the partial cross-section of the profile beams obtained extends from connection point to connection point with the inventive design in cooperation with the outer beams, which have a partial cross-section of the profile beams, the profile beam can thus be constructed in modular form from thin trunk timber It is not imperative to assemble all the proposed rows of Baiken from wooden profile beams.
  • Foam profiles with a cross-section corresponding to the profile beams or the outer beams could also be used to obtain a wall or ceiling element with a heat-insulating core or a heat-insulating outer layer
  • the profile beams can have a cross section which is symmetrical to the central plane of the row of beams, the outline shape of the thick points of the cross section of the profile beams being the same as the negative outline shape of the thinning points.
  • the cross-section of the beam symmetrical to the central plane can also be replaced by a cross-section which is symmetrical in the area of the outer surfaces with respect to a longitudinal axis of the beam, with a largely identical function Supplemented, profile beams are obtained, to which similar profile beams can be connected to all four long sides, which in particular facilitates the formation of corner areas
  • Advantageous design conditions arise when the profiling of the outer surface of the row of beams forms undercut grooves, because in this case the undercut grooves allow a positive cross-connection without additional connecting means.
  • the undercut grooves preferably lie in the transition area between two abutting profile beams in order to be able to advantageously adapt the cross-sectional shape of the profile beams to the round trunk cross section.
  • the profile beams have a circular cylindrical basic cross-section with flattenings for the connection points which are perpendicular to the central plane of the row of beams.
  • Profile beams with a basic cross-section of a regular hexagon ensure a similarly good use of the trunk.
  • the profile beams can have undercut shoulders on the outer surfaces of the row of beams, which creates simple profile shapes, in particular in connection with rectangular profile beams
  • the profile bars can be provided with radial longitudinal slots, which can be used with a suitable slot guide to brace the interlocking profile bars against one another if wood movements become transverse due to changing moisture conditions adjust the slits
  • FIG. 3 shows an embodiment of a wall or ceiling element according to the invention modified from FIG. 2 with essentially cuboid profile beams to which the outer beams are connected without displacement in the longitudinal direction of the row of beams,
  • FIG. 4 shows a further embodiment of a wall or ceiling element according to the invention made of profile beams with a circular cylindrical basic cross-sectional shape
  • FIG. 5 shows a further embodiment of a wall or ceiling element according to the invention with profile beams having a hexagonal cross section
  • FIG. 6 shows a wall or ceiling element according to the invention with an unclosed total cross-sectional area
  • 7 shows a further embodiment of a wall or ceiling element according to the invention made of profiled beams with a rotationally symmetrical cross section
  • the wall or ceiling element according to the exemplary embodiment according to FIG. 1 is constructed from individual profile beams 1 with a square cross-section, which are lined up to form a row of beams 2. Since the profile beams 1 are lined up in the direction of their diagonals, they point with respect to a central plane 3 the row of beams 2 has a different thickness between the connection points 4 formed by the longitudinal edges of the profile for the adjacent profile beams 1 in the row 2 of beams. The thickness measured perpendicular to the central plane 3 thus extends over a range whose lower limit value by the connection points 4 and its upper limit value the diagonals of the square cross-section are determined.
  • the resulting thick and thin points of the row of beams 2 thus result in a profiling of the outer surfaces 5 of the row of beams 2, into which outer beams 6 can be inserted in a form-fitting manner.
  • the outer beams 6 half the cross-section of the profile beams 1, limited by the central plane 3 of the row of beams 2, so that the incisions resulting from the profiling of the outer surfaces 5 are filled in by the outer beams 6.
  • the outer beams 6 thus close the wall or ceiling element plane-parallel wall surfaces 7 from
  • the connection between the profile beams 1 and the outer beams 6 is left open in FIG. 1, because depending on the use of the wall or ceiling element, different types of connection familiar to the person skilled in the art are possible
  • the exemplary embodiment according to FIG. 2 shows essentially cuboidal shaped profile beams 1 which abut one another in the area of the connection points 4 via side surfaces.
  • the profiling of the outer surfaces 5 of the row of beams 2 is achieved by undercut shoulders 8, with 8 between the opposing shoulders two abutting profile beams 1 gives an undercut groove 9.
  • the arrangement of the undercut shoulders 8 is symmetrical to a central plane 10 of the profile cross section perpendicular to the central plane 3, so that the outer beams 6, the cross section of which in turn corresponds to the half cross section of the profile beams 1 determined by the central plane 3, butt in the middle plane 10 between the connection points 10 when they engage with their undercut counter shoulders 11 in the profile grooves 9 of the outer surface 5 of the row of beams 2 since the undercuts of the shoulders 8 and 11 open in the longitudinal direction of the row of beams 2, the profile beams 1 and associated outer beams 6 are successively joined together in the longitudinal direction of the row of beams 2.
  • the undercut grooves 9 resulting from the undercut shoulders 8, 11 prevent the bars 1 and 6 from mutually displacing transversely to the wall or ceiling element. It is therefore necessary only to be provided for a connection in the longitudinal direction of the row of beams 2, for example by means of end bolts or corresponding dowels. Of course, a glue connection can also be provided
  • the wall or ceiling element according to FIG. 3 shows profiled beams 1, the cross section of which has no symmetry with respect to a central plane between the connection points 4.
  • the profiling of the outer surfaces 5 of the row of beams 2 is namhch by a central, undercut shoulder 8 formed
  • the outer beams 6, which in turn correspond to a half cross-section of the profile beams 1 with respect to the central plane 3 can only be added to the outer surface 5 after turning through 80 ° about an axis perpendicular to the central plane 3, since the outline shape of the thick spots is the same as for others
  • Embodiments are also similar to the negative form of the outline of the thinnings, in this case too, the outer beams 6 engage in the profiling of the outer surface 5 of the beam row 2.
  • the cross-sectional shape of the profile beams 1 of the wall or ceiling element according to FIG. 4 advantageously resembles the round trunk shape of the wood, so that there is a particularly favorable material utilization.
  • This advantageous trunk utilization is achieved by an essentially circular-cylindrical basic shape of the profile cross-section, which only has flattenings perpendicular to the central plane 3 in the area of the connection points 4, since the outer outline shape of the thick points in the present case If the course is convex, the thinning points must have a correspondingly negative concave shape, as can be seen directly from FIG. 4.
  • connection points 4 Because of the symmetrical arrangement of the thick and thinning points between the connection points 4, there is again a displacement between the row of bars 2 and the row the connecting bar 6 by half the distance between the connection points 4 an.
  • the undercut grooves 9 for receiving the outer bars 6 are formed according to FIG. 2 by undercut shoulders 8
  • profiled beams 1 with a cross section in the form of a regular hexagon.
  • the connection between the profiled beams 1 and the outer beams 6 takes place according to the exemplary embodiment via dovetail grooves 12, which allow an all-round positive connection transversely to the beams.
  • dovetail connection in different directions prevents the beams from being joined together in the longitudinal direction of the row of beams 2.
  • the longitudinal beams 6 have to be pushed onto the profile beams 1 in their longitudinal direction in order to prevent moisture from penetrating to prevent any butt joints formed between the outer beams 6, seals 13 can be inserted in the area of these butt joints.
  • the embodiment of the wall or ceiling element corresponds to the embodiments already described
  • the profile beams 1 are adapted to the shape of a round trunk in comparison to FIG. 3 for better wood utilization. It follows that the outline shape of the thick spots is not the negative outline shape of the Thinn places is the same, but only fits into this outline shape, with cavities 14 remaining between the thick and thin places of the abutting profile beams 1 and outer beams 6, which are covered by the outer beams 6 and bring an improvement in thermal insulation with them without impairing the strength
  • the profile beams 1 have no symmetry with respect to the central plane 3 of the row of beams 2, but instead form a rotationally symmetrical cross section with respect to a longitudinal axis 15 of the associated profile beam 1.
  • This also allows on the one hand a construction of the wall or ceiling element according to the invention and on the other hand offers a simple possibility of corner formation, because because of the rotational positions that match after every 90 °, there are the same connection conditions on all four longitudinal sides of the profile beams 1, so that the outer beams 6 are also offset by 90 ° to one another an end profile bar 1 can be placed in a row of bars 2, as can be seen directly from FIG. 7
  • radial elongated slots 16 can be provided in the profile beams 1. These elongated slots 16 indicated in FIGS. 4, 6 and 7 also support the mutual wedging of the profile beams 1 and the external beams 6, because the parts of the profiled beams 1 which extend on both sides of the longitudinal slots 16 tend to move apart
  • the invention is of course not limited to the exemplary embodiments shown, because the cross-sectional configuration of the profile beams 1 can be modified in a variety of ways.
  • the only thing that matters is that the profiled beams 1 have a profiled outer surface 5 of the row of beams 2 by making the profile beams 1 thick and thin to achieve, engage in the outer beams 6 corresponding to a partial cross section of the profile beams 1
  • This profiling of the outer surfaces 5 of the row of beams 2 not only allows a flat termination of the wall surfaces but also provides the prerequisite for any Extension of the wall or ceiling element by further rows of beams 2, so that even profile beams made of thin trunk wood 1 wall or ceiling elements of comparatively large thickness can be produced in a solid wood version. Since not all rows of beams have to be made of wood, but the beams can sometimes also consist of a foam profile, the wall or ceiling elements can be constructed in a modular manner with a heat-insulating layer.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Wood Science & Technology (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Panels For Use In Building Construction (AREA)
  • Finishing Walls (AREA)
  • Building Environments (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Vehicle Interior And Exterior Ornaments, Soundproofing, And Insulation (AREA)
  • Glass Compositions (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

A wooden wall or ceiling element is made up of interconnected shaped beams (1) placed side by side in rows. For the shaped beams (1) that are adjacent in the row (2), the thickness of the shaped beams is different in relation to a middle plane (3) of the beam row (2), at least in parts, in terms of the cross-section of said shaped beams between their connecting points (4). According to the invention, outer beams (6) whose cross-section corresponds to a partial cross-section of the shaped beams (1) which is delimited by the middle plane (3) or a plane that is parallel thereto and which extends from connecting point (4) to connecting point (4), engage in the profile of the outer surfaces (5) of the beam row (2) that is formed by the differing beam thickness with a form fit, at least on one side. This creates advantageous construction conditions.

Description

Hölzernes Wand- oder DeckenelementWooden wall or ceiling element
Technisches GebietTechnical field
[0001] Die Erfindung bezieht sich auf ein hölzernes Wand- oder Deckenelement mit nebeneinandergereihten und miteinander verbundenen Profilbalken, die hinsichtlich ihres Querschnittes zwischen ihren Anschlußstellen für die in der Balkenreihe benachbarten Profilbalken eine zumindest bereichsweise unterschiedliche Dicke bezuglich einer Mittelebene der Balkenreihe aufweisenThe invention relates to a wooden wall or ceiling element with side-by-side and interconnected profile beams, which have an at least partially different thickness with respect to a central plane of the row of beams in terms of their cross-section between their connection points for the adjacent profile beams in the row of beams
Stand der TechnikState of the art
[0002] Um tragende Wand- oder Deckenelemente aus Holz zu erhalten, werden üblicherweise hölzerne Profilbalken blockbauartig aneinandergefügt, und zwar über Nut- und Federverbindungen, um eine Spaltbildung zwischen den aneinandergereihten Profilbalken zu vermeiden (US 2 049 190 A) Zur Verbindung der nebeneinandergereihten Profilbalken dienen stirnseitige Riegel, die mit den Profilbalken beispielsweise mit Hilfe von Dübeln verbunden werden Die Profilbalken können dabei einen Querschnitt mit einer im wesentlichen rechtek- kigen Grundform oder einer Grundform mit Rundholzer nachahmenden, konvexen Außenbegrenzungen (US 2665 455 A) aufweisen, so daß sich zwischen den Anschlußstellen für die in der Balkenreihe benachbarten Profilbalken eine unterschiedliche Dicke senkrecht zur Mittelebene der Balkenreihe ergibt Nachteilig bei diesen bekannten blockbauartigen Wanden ist unabhängig von der jeweiligen Außenform, daß zum Errichten von Wanden mit einer vorgegebenen Wanddicke die hölzernen Profilbalken aus Baumstammen mit einem entsprechenden Stammdurchmesser gefertigt werden müssen, so daß die Wanddicke nur in Abhängigkeit von den verfugbaren Profilbalken vorgegeben werden kannIn order to obtain load-bearing wall or ceiling elements made of wood, wooden profile beams are usually joined together in a block-like manner, using tongue and groove connections, in order to avoid the formation of a gap between the profile beams that are lined up (US Pat. No. 2,049,190 A) for connecting the profile beams lined up next to one another Serve end-face transoms, which are connected to the profile beams, for example with the aid of dowels. The profile beams can have a cross-section with an essentially rectangular basic shape or a basic shape with convex mimicking convex outer borders (US 2665 455 A), so that between the connection points for the adjacent profile beams in the row of bars a different thickness perpendicular to the central plane of the row of bars gives the disadvantage of these known block-type walls is independent of the respective outer shape that the wooden for building walls with a predetermined wall thickness design profile beams from tree trunks with a corresponding one Trunk diameter must be made so that the wall thickness can only be specified depending on the available profile beams
Darstellung der ErfindungPresentation of the invention
[0003] Der Erfindung egt somit die Aufgabe zugrunde, ein hölzernes Wandoder Deckenelement der eingangs geschilderten Art so auszugestalten, daß mit einfachen konstruktiven Mitteln eine die entsprechenden Querschnittsabmessungen der Profilbalken übersteigende Wanddicke sichergestellt werden kann, und zwar bei Wandeigenschaften, die einer Blockbauwand durchaus vergleich¬The invention is therefore based on the object to design a wooden wall or ceiling element of the type described in such a way that a wall thickness exceeding the corresponding cross-sectional dimensions of the profile beams can be ensured with simple structural means, with wall properties that are quite comparable to a block construction wall
[0004] Die Erfindung lost die gestellte Aufgabe dadurch, daß in die durch die unterschiedliche Balkendicke gebildete Profilierung der Außenflachen der Balkenreihe zumindest auf einer Seite Außenbalken formschlussig eingreifen, deren Querschnitt einem durch die Mittelebene oder eine dazu parallele Ebene begrenzten, sich von Anschlußstelle zu Anschlußstelle erstreckenden Teilquer- schnitt der Profilbalken entsprichtThe invention achieves the stated object in that in the profiling of the outer surfaces of the row of beams formed by the different beam thickness, at least on one side outer beams engage in a form-fitting manner, the cross section of which is limited by the central plane or a parallel plane, from connection point to connection point extending partial cross-section corresponds to the profile beam
[0005] Aufgrund der unterschiedlichen Dicke der Profilbalken in Längsrichtung der Balkenreihe ergibt sich an den beiden Außenflachen der Balkenreihe eine Profilierung, die vorteilhaft zum Anschluß von Profilbalken mit einer darauf abgestellten Profilierung ausgenutzt werden kann, so daß die beiden nunmehr die Wanddicke bestimmenden Balkenreihen formschlussig ineinandergreifen Da die Querschnittsform der Profilbalken so gewählt wird, daß die Umrißform der Dickstellen in die negative Umrißform der Dunnstellen paßt, brauchen zum form- schlussigen Ineinandergreifen zweier Profilbalken an einer Außenflache der Balkenreihe die formgleichen Profilbalken lediglich um 180° bezuglich einer Querachse zur Mittelebene verschwenkt zu werden, wenn nicht von vornherein eine symmetrische Profilierung hinsichtlich einer Mittelebene zwischen den Anschlußstellen gewählt wird In diesem Fall wird der Formschluß bei einer gegenseitigen Versetzung der beiden Balkenreihen um den halben Abstand zwischen den Anschlußstellen für die anstoßenden Profilbalken der Balkenreihe erreicht Aufgrund der Profilierung der Außenflachen der Balkenreihe kann allerdings keine ebene Wandflache gebildet werden Aus diesem Grund sind Außenbalken vorgesehen, die formschlussig in die profilierte Außenflache der Balkenreihe eingreifen und auf der von der Balkenreihe abgewandten Seite eine ebene Wandflache ergeben Diese Außenbalken weisen daher einen Querschnitt auf, der dem bezüglich der Mittelebene der Profilreihe halbierten Querschnitt der Profilbalken entspricht Die Begrenzung des Teilquerschnitt.es der Profilbalken kann auch durch eine zur Mittelebene parallele Ebene unter der Voraussetzung erfolgen, daß sich der erhaltene Teilquerschnitt der Profilbalken von Anschlußstelle zu Anschlußstelle erstreckt Mit der erfindungsgemaßen Ausbildung der Profilbalken kann somit im Zusammenwirken mit den einen Teilquerschnitt der Profilbalken aufweisenden Außenbalken ein Wand- oder Deckenelement unterschiedlicher Dicke auch aus Dunnstammholzern baukastenartig aufgebaut werden Dabei ist es nicht zwingend, alle vorgesehenen Baikenreihen aus hölzernen Profilbalken zusammenzufügen Es konnten nämlich auch Schaumstoffprofile mit einem den Profilbalken oder den Außenbalken entsprechenden Querschnitt eingesetzt werden, um ein Wand- oder Deckenelement mit einem war- medammenden Kern oder einer warmedammenden Außenschicht zu erhaltenDue to the different thickness of the profile bars in the longitudinal direction of the row of bars, there is a profiling on the two outer surfaces of the row of bars, which can advantageously be used for connecting profile bars with a profiling placed thereon, so that the two rows of bars now determining the wall thickness interlock Since the cross-sectional shape of the profile beams is chosen so that the outline shape of the thick spots fits into the negative outline shape of the thin spots, the profile bars of the same shape need only be pivoted by 180 ° with respect to a transverse axis to the central plane for an interlocking engagement of two profile beams on an outer surface of the row of bars , unless a symmetrical profile with respect to a central plane between the connection points is selected from the outset. In this case, the form fit is offset by half the distance between the two rows of bars by a mutual ischen the connection points for the abutting profile beams of the row of beams achieved Due to the profiling of the outer surfaces of the row of beams, however, no flat wall surface can be formed.For this reason, outer beams are provided that engage in a form-fitting manner in the profiled outer surface of the row of beams and result in a flat wall surface on the side facing away from the row of beams , which corresponds to the cross-section of the profile beams halved with respect to the central plane of the profile row. The limitation of the partial cross-section of the profile beams can also be achieved by a plane parallel to the central plane, provided that the partial cross-section of the profile beams obtained extends from connection point to connection point with the inventive design in cooperation with the outer beams, which have a partial cross-section of the profile beams, the profile beam can thus be constructed in modular form from thin trunk timber It is not imperative to assemble all the proposed rows of Baiken from wooden profile beams. Foam profiles with a cross-section corresponding to the profile beams or the outer beams could also be used to obtain a wall or ceiling element with a heat-insulating core or a heat-insulating outer layer
[0006] Die Profilbalken können einen zur Mittelebene der Balkenreihe symmetrischen Querschnitt aufweisen, wobei die Umrißform der Dickstellen des Querschnittes der Profilbalken der negativen Umrißform der Dunnstellen gleicht In diesem Fall ergibt sich eine im wesentlichen geschlossene Ge- samtquerschnittsflache des Wand- oder Deckenelementes Die Ausfuhrung des Balkenquerschnittes symmetrisch zur Mittelebene kann aber auch durch einen im Bereich der Außenflachen bezüglich einer Balkenlangsachse zentrisch symmetrischen Querschnitt ersetzt werden, und zwar bei weitgehend übereinstimmender Funktion Wird allerdings der bezüglich der Außenflachen zentrisch symmetrische Querschnitt der Profilbalken zu einem rotationssymmetrischen Querschnitt mit nach je 90° übereinstimmenden Drehstellungen ergänzt, so werden Profilbalken erhalten, an die an alle vier Längsseiten gleichartige Profilbalken angeschlossen werden können, was insbesondere die Ausbildung von Eckbereichen erleichtert [0007] Vorteilhafte Konstruktionsbedingungen ergeben sich, wenn die Profilierung der Außenfläche der Balkenreihe hinterschnittene Nuten bildet, weil in diesem Fall die hinterschnittenen Nuten eine formschlüssige Querverbindung ohne zusätzliche Verbindungsmittel erlauben. Bei in unterschiedlichen Richtungen sich öffnenden Hinterschneidungen der Nuten kann diese Querverbindung allseitig sein, was jedoch ein Zusammenschieben der einzelnen Profilbalken und Außenbalken in deren Längsrichtung erfordert. Aus diesem Grund wird es in vielen Fällen vorteilhaft sein, wenn sich die Hinterschneidungen der Nuten in Längsrichtung der Balkenreihe öffnen, so daß die Profilbalken mit den Außenbalken in Längsrichtung der Balkenreihe zusammengefügt werden können. Diese Öffnungsrichtung der hinterschnittenen Nuten gewährleistet eine zugfeste Verbindung der Profilbalken und der Außenbalken senkrecht zum Wand- oder Deckenelement. Bei der Anordnung von schwalbenschwanzförmigen Nuten kann eine stabile, spielfreie Verbindung zwischen den Profilbalken und den Außenbalken ohne besonderen Aufwand erreicht werden.The profile beams can have a cross section which is symmetrical to the central plane of the row of beams, the outline shape of the thick points of the cross section of the profile beams being the same as the negative outline shape of the thinning points. In this case there is an essentially closed overall cross-sectional area of the wall or ceiling element However, the cross-section of the beam symmetrical to the central plane can also be replaced by a cross-section which is symmetrical in the area of the outer surfaces with respect to a longitudinal axis of the beam, with a largely identical function Supplemented, profile beams are obtained, to which similar profile beams can be connected to all four long sides, which in particular facilitates the formation of corner areas Advantageous design conditions arise when the profiling of the outer surface of the row of beams forms undercut grooves, because in this case the undercut grooves allow a positive cross-connection without additional connecting means. When the undercuts of the grooves open in different directions, this cross-connection can be on all sides, but this requires the individual profile beams and outer beams to be pushed together in their longitudinal direction. For this reason it will be advantageous in many cases if the undercuts of the grooves open in the longitudinal direction of the row of bars, so that the profile bars can be joined together with the outer bars in the longitudinal direction of the row of bars. This opening direction of the undercut grooves ensures a tensile connection of the profile beams and the outer beams perpendicular to the wall or ceiling element. With the arrangement of dovetail-shaped grooves, a stable, play-free connection between the profile beams and the outer beams can be achieved without any special effort.
[0008] Wie bereits ausgeführt wurde, ergibt sich bei einer symmetrischen Verteilung der Dick- und Dünnstellen hinsichtlich einer Mittelebene des Profilbalkens zwischen dessen beiden Anschlußstellen eine gegenseitige Versetzung der Profilbalken und der Außenbalken um den halben Abstand zwischen den Anschlußstellen. Die hinterschnittenen Nuten liegen in einem solchen Fall vorzugsweise im Übergangsbereich zwischen je zwei aneinanderstoßenden Profilbalken, um die Querschnittsform der Profilbalken vorteilhaft an den runden Stammquerschnitt anpassen zu können. Besonders vorteilhafte Bedingungen hinsichtlich der Holzausnützung ergeben sich in diesem Zusammenhang, wenn die Profilbalken einen kreiszylindrischen Grundquerschnitt mit zur Mittelebene der Balkenreihe senkrechten Abflachungen für die Anschlußstellen aufweisen. Eine ähnlich gute Stammausnützung stellen Profilbalken mit einem Grundquerschnitt eines regelmäßigen Sechseckes sicher. Werden an den äußeren Sechseckseiten schwalbenschwanzförmige Nuten vorgesehen, so ergibt sich eine nach allen Seiten formschiüssige Querverbindung zwischen den Profilbalken und den Außenbalken, was ein axiales Zusammenfügen dieser Balken erzwingt. [0009] Um hinsichtlich der Nutausbildung einfache konstruktive Bedingungen zu schaffen, können die Profilbalken auf den Außenflachen der Balkenreihe hinterschnittene Schultern aufweisen, was insbesondere im Zusammenhang mit quaderformigen Profilbalken einfache Profilformen schafftAs already stated, there is a symmetrical distribution of the thick and thin points with respect to a central plane of the profile beam between its two connection points, a mutual displacement of the profile beam and the outer beam by half the distance between the connection points. In such a case, the undercut grooves preferably lie in the transition area between two abutting profile beams in order to be able to advantageously adapt the cross-sectional shape of the profile beams to the round trunk cross section. Particularly advantageous conditions with regard to the use of wood arise in this context if the profile beams have a circular cylindrical basic cross-section with flattenings for the connection points which are perpendicular to the central plane of the row of beams. Profile beams with a basic cross-section of a regular hexagon ensure a similarly good use of the trunk. If dovetail-shaped grooves are provided on the outer hexagon sides, a cross connection which is form-fitting on all sides results between the profile beams and the outer beams, which forces these beams to be joined axially. In order to create simple structural conditions with regard to the groove design, the profile beams can have undercut shoulders on the outer surfaces of the row of beams, which creates simple profile shapes, in particular in connection with rectangular profile beams
[0010] Nicht ausreichend getrocknete Profilbalken neigen zur Rißbildung Um solchen Rissen vorzubeugen, können die Profilbalken mit radialen Langsschlit- zen versehen werden, die bei geeigneter Schlitzfuhrung dazu ausgenutzt werden können, die ineinandergreifenden Profilbalken gegeneinander zu verspannen, wenn sich aufgrund ändernder Feuchtigkeitsbedingungen Holzbewegungen quer zu den Langsschlitzen einstellen[0010] Inadequately dried profile bars tend to form cracks. To prevent such cracks, the profile bars can be provided with radial longitudinal slots, which can be used with a suitable slot guide to brace the interlocking profile bars against one another if wood movements become transverse due to changing moisture conditions adjust the slits
Kurze Beschreibung der ZeichnungenBrief description of the drawings
[0011] In der Zeichnung ist der Erfindungsgegenstand beispielsweise dargestellt Es zeigenIn the drawing, the subject matter of the invention is shown for example. It show
Fig 1 ein erfindungsgemaßes Wand- oder Deckenelement in einer Grundform in einem schematischen Schnitt senkrecht zu den Profilbalken,1 a wall or ceiling element according to the invention in a basic form in a schematic section perpendicular to the profile beams,
Fig 2 ein erfindungsgemaßes Wand- oder Deckenelement in einer abgewandelten Ausfuhrungsform mit im wesentlichen quaderformigen Profilbalken,2 a wall or ceiling element according to the invention in a modified embodiment with essentially cuboid profile beams,
Fig 3 eine gegenüber der Fig 2 abgewandelte Ausfuhrungsform eines erfindungsgemäßen Wand- oder Deckenelementes mit im wesentlichen quaderformigen Profilbalken, an die die Außenbalken ohne eine Versetzung in Längsrichtung der Balkenreihe angeschlossen sind,3 shows an embodiment of a wall or ceiling element according to the invention modified from FIG. 2 with essentially cuboid profile beams to which the outer beams are connected without displacement in the longitudinal direction of the row of beams,
Fig 4 eine weitere Ausfuhrungsform eines erfindungsgemaßen Wand- oder Deckenelementes aus Profilbalken mit einer kreiszylindrischen Quer- schnittsgrundform,4 shows a further embodiment of a wall or ceiling element according to the invention made of profile beams with a circular cylindrical basic cross-sectional shape,
Fig 5 eine weitere Ausgestaltung eines erfindungsgemaßen Wand- oder Dek- kenelementes mit im Querschnitt sechseckigen Profilbalken,5 shows a further embodiment of a wall or ceiling element according to the invention with profile beams having a hexagonal cross section,
Fig 6 ein erfindungsgemaßes Wand- oder Deckenelement mit einer nicht geschlossenen Gesamtquerschnittsflache und Fig 7 eine weitere Ausfuhrungsform eines erfindungsgemaßen Wand- oder Deckenelementes aus Profilbalken mit einem rotationssymmetrischen Querschnitt6 shows a wall or ceiling element according to the invention with an unclosed total cross-sectional area and 7 shows a further embodiment of a wall or ceiling element according to the invention made of profiled beams with a rotationally symmetrical cross section
Bester Weg zur Ausfuhrung der ErfindungBest way to carry out the invention
[0012] Das Wand- oder Deckenelement gemäß dem Ausfuhrungsbeispiel nach der Fig 1 ist aus einzelnen, im Querschnitt quadratischen Profilbalken 1 aufgebaut, die zu einer Balkenreihe 2 nebeπeinandergereiht sind Da die Profilbalken 1 in Richtung ihrer Diagonalen aneinandergereiht sind, weisen sie bezüglich einer Mittelebene 3 der Balkenreihe 2 eine unterschiedliche Dicke zwischen den durch die Profillangskanten gebildeten Anschlußstellen 4 für die in der Balkenreihe 2 benachbarten Profilbalken 1 auf Die senkrecht zur Mittelebene 3 gemessene Dicke erstreckt sich somit über einen Bereich, dessen unterer Grenzwert durch die Anschlußstellen 4 und dessen oberer Grenzwert durch die Diagonale des quadratischen Querschnittes bestimmt werden Durch die dadurch bedingten Dick- und Dunnstellen der Balkenreihe 2 ergibt sich somit eine Profilierung der Außenflachen 5 der Balkenreihe 2, in die formschlussig Außenbalken 6 eingesetzt werden können Wie sich aus der Fig 1 unmittelbar ergibt, weisen die Außenbalken 6 den halben, durch die Mittelebene 3 der Balkenreihe 2 begrenzten Querschnitt der Profilbalken 1 auf, so daß die sich durch die Profilierung der Außenflachen 5 ergebenden Einschnitte durch die Außenbalken 6 ausgefüllt werden Die Außenbalken 6 schließen somit das Wand- oder Deckenelement mit planparallelen Wandflachen 7 ab Die Verbindung zwischen den Profilbalken 1 und den Außenbalken 6 ist in der Fig 1 offen gelassen, weil je nach Einsatz des Wand- oder Deckenelementes unterschiedliche, dem Fachmann gelaufige Verbindungsarten möglich sindThe wall or ceiling element according to the exemplary embodiment according to FIG. 1 is constructed from individual profile beams 1 with a square cross-section, which are lined up to form a row of beams 2. Since the profile beams 1 are lined up in the direction of their diagonals, they point with respect to a central plane 3 the row of beams 2 has a different thickness between the connection points 4 formed by the longitudinal edges of the profile for the adjacent profile beams 1 in the row 2 of beams. The thickness measured perpendicular to the central plane 3 thus extends over a range whose lower limit value by the connection points 4 and its upper limit value the diagonals of the square cross-section are determined. The resulting thick and thin points of the row of beams 2 thus result in a profiling of the outer surfaces 5 of the row of beams 2, into which outer beams 6 can be inserted in a form-fitting manner. As can be seen directly from FIG. 1, n the outer beams 6 half the cross-section of the profile beams 1, limited by the central plane 3 of the row of beams 2, so that the incisions resulting from the profiling of the outer surfaces 5 are filled in by the outer beams 6. The outer beams 6 thus close the wall or ceiling element plane-parallel wall surfaces 7 from The connection between the profile beams 1 and the outer beams 6 is left open in FIG. 1, because depending on the use of the wall or ceiling element, different types of connection familiar to the person skilled in the art are possible
[0013] Das Ausfuhrungsbeispiel nach der Fig 2 zeigt im wesentlichen quader- formig gestaltete Profilbalken 1 , die im Bereich der Anschlußstellen 4 über Seitenflächen aneinanderstoßen Die Profilierung der Außenflachen 5 der Balkenreihe 2 wird durch hinterschnittene Schultern 8 erreicht wobei sich zwischen den einander gegenüberliegenden Schultern 8 zweier aneinanderstoßender Profil- balken 1 eine hinterschnittene Nut 9 ergibt Die Anordnung der hinterschnittenen Schultern 8 ist dabei symmetrisch zu einer auf die Mittelebene 3 senkrechte Mittelebene 10 des Profilquerschnittes, so daß die Außenbalken 6, deren Querschnitt wiederum dem durch die Mittelebene 3 bestimmten halben Querschnitt der Profilbalken 1 entspricht, in der Mittelebene 10 zwischen den Anschlußstellen 10 aneinanderstoßen, wenn sie mit ihren hinterschnittenen Gegenschultern 11 in die Profilnuten 9 der Außenflache 5 der Balkenreihe 2 formschlussig eingreifen Da sich die Hinterschneidungen der Schultern 8 und 11 in Längsrichtung der Balkenreihe 2 offnen können die Profilbalken 1 und die zugehörigen Außenbalken 6 nacheinander in Längsrichtung der Balkenreihe 2 fortschreitend aneinandergefügt werden Die sich durch die hinterschnittenen Schultern 8, 11 ergebenden hinterschnittenen Nuten 9 verhindern ein gegenseitiges Versetzen der Balken 1 und 6 quer zum Wand- oder Deckenelement Es braucht daher lediglich für eine Verbindung in Längsrichtung der Balkenreihe 2 gesorgt zu werden, beispielsweise über stirnseitige Riegel oder über entsprechende Dübel Selbstverständlich kann auch eine Leimverbindung vorgesehen werdenThe exemplary embodiment according to FIG. 2 shows essentially cuboidal shaped profile beams 1 which abut one another in the area of the connection points 4 via side surfaces. The profiling of the outer surfaces 5 of the row of beams 2 is achieved by undercut shoulders 8, with 8 between the opposing shoulders two abutting profile beams 1 gives an undercut groove 9. The arrangement of the undercut shoulders 8 is symmetrical to a central plane 10 of the profile cross section perpendicular to the central plane 3, so that the outer beams 6, the cross section of which in turn corresponds to the half cross section of the profile beams 1 determined by the central plane 3, butt in the middle plane 10 between the connection points 10 when they engage with their undercut counter shoulders 11 in the profile grooves 9 of the outer surface 5 of the row of beams 2 since the undercuts of the shoulders 8 and 11 open in the longitudinal direction of the row of beams 2, the profile beams 1 and associated outer beams 6 are successively joined together in the longitudinal direction of the row of beams 2. The undercut grooves 9 resulting from the undercut shoulders 8, 11 prevent the bars 1 and 6 from mutually displacing transversely to the wall or ceiling element. It is therefore necessary only to be provided for a connection in the longitudinal direction of the row of beams 2, for example by means of end bolts or corresponding dowels. Of course, a glue connection can also be provided
[0014] Zum Unterschied zu der Fig 2 zeigt das Wand- oder Deckenelement nach der Fig 3 Profilbalken 1 , deren Querschnitt keine Symmetrie bezüglich einer Mittelebene zwischen den Anschlußstellen 4 aufweist Die Profilierung der Außenflachen 5 der Balkenreihe 2 wird namhch durch eine mittige, hinterschnittene Schulter 8 gebildet Dies bedingt, daß die wiederum einem bezüglich der Mittelebene 3 halben Querschnitt der Profilbalken 1 entsprechenden Außenbalken 6 erst nach einem Wenden um 80° um eine zur Mittelebene 3 senkrechte Achse an die Außenflache 5 angefugt werden können Da die Umrißform der Dickstellen wie bei anderen Ausfuhrungsformen ebenfalls der Negativform des Umrisses der Dunnstellen gleicht, greifen auch in diesem Fall die Außenbalken 6 formschlussig in die Profilierung der Außenflache 5 der Balkenreihe 2 ein Es muß allerdings auf eine gegenseitige Versetzung von Profilbalken 1 und Außenbalken 6 in Längsrichtung der Balkenreihe 2 verzichtet werdenIn contrast to FIG. 2, the wall or ceiling element according to FIG. 3 shows profiled beams 1, the cross section of which has no symmetry with respect to a central plane between the connection points 4. The profiling of the outer surfaces 5 of the row of beams 2 is namhch by a central, undercut shoulder 8 formed This means that the outer beams 6, which in turn correspond to a half cross-section of the profile beams 1 with respect to the central plane 3, can only be added to the outer surface 5 after turning through 80 ° about an axis perpendicular to the central plane 3, since the outline shape of the thick spots is the same as for others Embodiments are also similar to the negative form of the outline of the thinnings, in this case too, the outer beams 6 engage in the profiling of the outer surface 5 of the beam row 2. However, there must be no mutual offset between the profile beam 1 and the outer beam 6 in the longitudinal direction of the beam row 2
[0015] Die Querschnittsform der Profilbalken 1 des Wand- oder Deckenelementes gemäß der Fig 4 gleicht sich in vorteilhafter Weise der runden Stamm- form des Holzes an, so daß sich eine besonders gunstige Mateπalausnutzung ergibt Diese vorteilhafte Stamm- ausnutzung wird durch eine im wesentlichen kreiszylindrische Grundform des Profilquerschnittes erreicht, der lediglich im Bereich der Anschlußstellen 4 zur Mittelebene 3 senkrechte Abflachungen aufweist Da die äußere Umrißform der Dickstellen im vorliegenden Fall konvex verlauft, müssen die Dunnstellen eine entsprechend negative Konkavform aufweisen, wie dies der Fig 4 unmittelbar entnommen werden kann Wegen der zur Mittelebene 10 zwischen den Anschlußstellen 4 symmetrischen Anordnung der Dick- und Dunnstellen stellt sich wiederum eine Versetzung zwischen der Balkenreihe 2 und der Reihe der Anschlußbalken 6 um den halben Abstand zwischen den Anschlußstellen 4 ein Die hinterschnittenen Nuten 9 zur Aufnahme der Außenbalken 6 werden entsprechend der Fig 2 durch hinterschnittene Schultern 8 gebildetThe cross-sectional shape of the profile beams 1 of the wall or ceiling element according to FIG. 4 advantageously resembles the round trunk shape of the wood, so that there is a particularly favorable material utilization. This advantageous trunk utilization is achieved by an essentially circular-cylindrical basic shape of the profile cross-section, which only has flattenings perpendicular to the central plane 3 in the area of the connection points 4, since the outer outline shape of the thick points in the present case If the course is convex, the thinning points must have a correspondingly negative concave shape, as can be seen directly from FIG. 4. Because of the symmetrical arrangement of the thick and thinning points between the connection points 4, there is again a displacement between the row of bars 2 and the row the connecting bar 6 by half the distance between the connection points 4 an. The undercut grooves 9 for receiving the outer bars 6 are formed according to FIG. 2 by undercut shoulders 8
[0016] Wie sich aus der Fig 5 entnehmen laßt, kann auch durch Profilbalken 1 mit einem Querschnitt in Form eines regelmäßigen Sechseckes eine vorteilhafte Ausnutzung von Rundstammen sichergestellt werden Die Verbindung zwischen den Profilbalken 1 und den Außenbalken 6 erfolgt gemäß dem Ausfuhrungsbeispiel über Schwalbenschwanznuten 12, die eine allseitige formschlussige Verbindung quer zu den Balken erlauben Eine solche Schwalbenschwanzverbin- dung in unterschiedlichen Richtungen unterbindet allerdings ein Zusammenfugen der Balken in Längsrichtung der Balkenreihe 2 Aus diesem Grund müssen die Außenbalken 6 in ihrer Längsrichtung auf die Profilbalken 1 aufgeschoben werden Um ein Eindringen von Feuchtigkeit durch sich allenfalls zwischen den Außenbalken 6 bildende Stoßfugen zu verhindern, können im Bereich dieser Stoßfugen Dichtungen 13 eingelegt sein Im übrigen entspricht die Ausfuhrungsform des Wand- oder Deckenelementes den bereits geschilderten AusfuhrungsformenAs can be seen from FIG. 5, advantageous use of round logs can also be ensured by profiled beams 1 with a cross section in the form of a regular hexagon. The connection between the profiled beams 1 and the outer beams 6 takes place according to the exemplary embodiment via dovetail grooves 12, which allow an all-round positive connection transversely to the beams. However, such a dovetail connection in different directions prevents the beams from being joined together in the longitudinal direction of the row of beams 2. For this reason, the longitudinal beams 6 have to be pushed onto the profile beams 1 in their longitudinal direction in order to prevent moisture from penetrating to prevent any butt joints formed between the outer beams 6, seals 13 can be inserted in the area of these butt joints. Otherwise, the embodiment of the wall or ceiling element corresponds to the embodiments already described
[0017] Nach der Fig 6, die im wesentlichen der Ausfuhrungsform entsprechend der Fig 3 entspricht, sind die Profilbalken 1 im Vergleich zur Fig 3 jedoch zur besseren Holzausnutzung an die Form eines Rundstammes angepaßt Daraus folgt daß die Umrißform der Dickstellen nicht der negativen Umrißform der Dunnstellen gleicht, sondern lediglich in diese Umrißform paßt, wobei zwischen den Dick- und Dunnstellen der aneinanderstoßenden Profilbalken 1 und Außenbalken 6 Hohlräume 14 frei bleiben, die durch die Außenbalken 6 abgedeckt sind und eine Verbesserung der Wärmedämmung mit sich bringen, ohne die Festigkeit zu beeinträchtigenAccording to FIG. 6, which corresponds essentially to the embodiment corresponding to FIG. 3, the profile beams 1 are adapted to the shape of a round trunk in comparison to FIG. 3 for better wood utilization. It follows that the outline shape of the thick spots is not the negative outline shape of the Thinn places is the same, but only fits into this outline shape, with cavities 14 remaining between the thick and thin places of the abutting profile beams 1 and outer beams 6, which are covered by the outer beams 6 and bring an improvement in thermal insulation with them without impairing the strength
[0018] Für die Ausfuhrungsform eines Wand- oder Deckenelementes nach der Fig 7 ist es kennzeichnend, daß die Profilbalken 1 keine Symmetrie zur Mittelebene 3 der Balkenreihe 2 aufweisen, sondern einen rotationssymmetrischen Querschnitt bezuglich einer Langsachse 15 des zugehörigen Profilbalkens 1 bilden Dies erlaubt einerseits ebenfalls einen erfindungsgemaßen Aufbau des Wand- oder Deckenelementes und bietet anderseits eine einfache Möglichkeit einer Eckausbildung, weil sich wegen der nach je 90° übereinstimmenden Drehstellungen auf allen vier Längsseiten der Profilbalken 1 gleich Anschlußverhaltnisse ergeben, so daß auch die Außenbalken 6 zueinander um 90° versetzt an einen endseitigen Profilbalken 1 in einer Balkenreihe 2 angesetzt werden kann, wie dies der Fig 7 unmittelbar entnommen werden kannFor the embodiment of a wall or ceiling element according to FIG. 7, it is characteristic that the profile beams 1 have no symmetry with respect to the central plane 3 of the row of beams 2, but instead form a rotationally symmetrical cross section with respect to a longitudinal axis 15 of the associated profile beam 1. This also allows on the one hand a construction of the wall or ceiling element according to the invention and on the other hand offers a simple possibility of corner formation, because because of the rotational positions that match after every 90 °, there are the same connection conditions on all four longitudinal sides of the profile beams 1, so that the outer beams 6 are also offset by 90 ° to one another an end profile bar 1 can be placed in a row of bars 2, as can be seen directly from FIG. 7
[0019] Um der Rißneigung der Profilbalken 1 bei Feuchtigkeitsanderungen vorbeugen zu können, können in den Profilbalken 1 radiale Langsschlitze 16 vorgesehen werden Diese in den Fig 4, 6 und 7 angedeuteten Langsschlitze 16 unterstutzen außerdem die gegenseitige Verkeilung der Profilbalken 1 und der Außenbalken 6, weil die sich beidseits der Langsschlitze 16 erstreckenden Teile der Profilbalken 1 zu einem Auseinanderbewegen neigenIn order to prevent the tendency of the profile beams 1 to crack in the event of moisture changes, radial elongated slots 16 can be provided in the profile beams 1. These elongated slots 16 indicated in FIGS. 4, 6 and 7 also support the mutual wedging of the profile beams 1 and the external beams 6, because the parts of the profiled beams 1 which extend on both sides of the longitudinal slots 16 tend to move apart
[0020] Die Erfindung ist selbstverständlich nicht auf die dargestellten Ausfuh- rungsbeispiele beschrankt, weil die Querschnittsausbildung der Profilbalken 1 in vielfaltiger Weise abgewandelt werden kann Es kommt ja lediglich darauf an, durch Dick- und Dunnstellen der Profilbalken 1 eine profilierte Außenflache 5 der Balkenreihe 2 zu erreichen, in die Außenbalken 6 entsprechend einem Teilquerschnitt der Profilbalken 1 formschlussig eingreifen Diese Profilierung der Außenflachen 5 der Balkenreihe 2 erlaubt nicht nur einen ebenen Abschluß der Wandflachen sondern bietet auch die Voraussetzung für eine beliebige Erweiterung des Wand- oder Deckenelementes um weitere Balkenreihen 2, so daß auch aus Dünnstammholz gefertigte Profilbalken 1 Wand- oder Dek- kenelemente vergleichsweise großer Dicke in einer Massivholzausführung hergestellt werden können. Da nicht alle Balkenreihen aus Holz aufgebaut sein müssen, sondern die Balken teilweise auch aus einem Schaumstoffprofil bestehen können, können die Wand- oder Deckenelemente mit einer wärmedämmenden Schicht baukastenartig aufgebaut werden. [0020] The invention is of course not limited to the exemplary embodiments shown, because the cross-sectional configuration of the profile beams 1 can be modified in a variety of ways. The only thing that matters is that the profiled beams 1 have a profiled outer surface 5 of the row of beams 2 by making the profile beams 1 thick and thin to achieve, engage in the outer beams 6 corresponding to a partial cross section of the profile beams 1 This profiling of the outer surfaces 5 of the row of beams 2 not only allows a flat termination of the wall surfaces but also provides the prerequisite for any Extension of the wall or ceiling element by further rows of beams 2, so that even profile beams made of thin trunk wood 1 wall or ceiling elements of comparatively large thickness can be produced in a solid wood version. Since not all rows of beams have to be made of wood, but the beams can sometimes also consist of a foam profile, the wall or ceiling elements can be constructed in a modular manner with a heat-insulating layer.

Claims

P a t e n t a n s p r ü c h eP a t e n t a n s r u c h e
1 Hölzernes Wand- oder Deckenelement mit nebeneinandergereihten und miteinander verbundenen Profilbalken (1), die hinsichtlich ihres Querschnittes zwischen ihren Anschlußstellen (4) für die in der Balkenreihe (2) benachbarten Profilbalken (1) eine zumindest bereichsweise unterschiedliche Dicke bezüglich einer Mittelebene (3) der Balkenreihe (2) aufweisen, dadurch gekennzeichnet, daß in die durch die unterschiedliche Balkendicke gebildete Profilierung der Außenflachen (5) der Balkenreihe (2) zumindest auf einer Seite Außenbalken (6) formschlussig eingreifen, deren Querschnitt einem durch die Mittelebene (3) oder eine dazu parallele Ebene begrenzten, sich von Anschlußstelle (4) zu Anschlußstelle (4) erstreckenden Teilquerschnitt der Profilbalken (1) entspricht1 Wooden wall or ceiling element with side-by-side and interconnected profile beams (1), which with respect to their cross-section between their connection points (4) for the profile beams (1) adjacent in the row of beams (2) have an at least partially different thickness with respect to a central plane (3) of the row of beams (2), characterized in that in the profiling of the outer surfaces (5) of the row of beams (2) formed by the different bar thickness, at least on one side outer bars (6) engage in a form-fitting manner, the cross section of which passes through the central plane (3) or a partial cross-section of the profile beam (1) which is limited to a parallel plane and extends from connection point (4) to connection point (4)
2 Wand- oder Deckenelement nach Anspruch 1 dadurch gekennzeichnet, daß die Profilbalken (1) einen zur Mittelebene (3) der Balkenreihe (2) symmetrischen Querschnitt aufweisen und daß die Umrißform der Dickstellen des Querschnittes der Profilbalken (1) der negativen Umrißform der Dunnstellen gleicht2 wall or ceiling element according to claim 1, characterized in that the profile beams (1) have a symmetrical cross-section to the central plane (3) of the row of beams (2) and that the outline shape of the thick points of the cross section of the profile beams (1) is similar to the negative outline shape of the thinning points
3 Wand- oder Deckenelement nach Anspruch 1 , dadurch gekennzeichnet, daß die Profilbalken (1) einen im Bereich der Außenflachen (5) bezuglich einer Balkenlangsachse (15) zentrisch symmetrischen Querschnitt aufweisen3 wall or ceiling element according to claim 1, characterized in that the profile beams (1) in the region of the outer surfaces (5) with respect to a beam longitudinal axis (15) have a centrally symmetrical cross section
4 Wand- oder Deckenelement nach Anspruch 3, dadurch gekennzeichnet, daß die Profilbalken (1 ) einen rotationssymmetrischen Querschnitt mit nach je 90° übereinstimmenden Drehstellungen aufweist4 wall or ceiling element according to claim 3, characterized in that the profile beam (1) has a rotationally symmetrical cross-section with rotational positions corresponding to each 90 °
5 Wand- oder Deckenelement nach einem der Ansprüche 1 bis 4, dadurch gekennzeichnet, daß die Profilierung der Außenflachen (5) der Balkenreihe (2) hinterschnittene Nuten (9) bildet 6 Wand- oder Deckenelement nach Anspruch 5, dadurch gekennzeichnet, daß sich die Hinterschneidungen der Nuten (9) in Längsrichtung der Baikenreihe (2) offnen5 wall or ceiling element according to one of claims 1 to 4, characterized in that the profiling of the outer surfaces (5) of the row of beams (2) forms undercut grooves (9) 6 wall or ceiling element according to claim 5, characterized in that the undercuts of the grooves (9) open in the longitudinal direction of the row of bikes (2)
7 Wand- oder Deckenelement nach Anspruch 5 oder 6, dadurch gekennzeichnet, daß die hinterschnittenen Nuten (9) im Ubergangsbereich zwischen je zwei aneinanderstoßenden Profilbalken (1) liegen7 wall or ceiling element according to claim 5 or 6, characterized in that the undercut grooves (9) lie in the transition area between two abutting profile beams (1)
8 Wand- oder Deckenelement nach einem der Ansprüche 1 bis 7 dadurch gekennzeichnet, daß die Profilbalken (1) einen kreiszylindrischen Grundquerschnitt mit zur Mittelebene (3) der Balkenreihe (2) senkrechten Abflachungen für die Anschlußstellen (4) aufweisen8 wall or ceiling element according to one of claims 1 to 7, characterized in that the profile beams (1) have a circular cylindrical basic cross-section with the central plane (3) of the row of beams (2) perpendicular flats for the connection points (4)
9 Wand- oder Deckenelement nach einem der Ansprüche 1 bis 8 dadurch gekennzeichnet, daß die Profilbalken (1) den Grundquerschnitt eines regelmäßigen Sechseckes aufweisen9 wall or ceiling element according to one of claims 1 to 8, characterized in that the profile beams (1) have the basic cross section of a regular hexagon
10 Wand- oder Deckenelement nach einem der Ansprüche 1 bis 9 dadurch gekennzeichnet, daß die Profilbalken (1) auf den Außenflachen (5) der Balkenreihe (2) hinterschnittene Schultern (8) zur Profilbildung aufweisen10 wall or ceiling element according to one of claims 1 to 9, characterized in that the profile beams (1) on the outer surfaces (5) of the row of beams (2) have undercut shoulders (8) for profile formation
11 Wand- oder Deckenelement nach einem der Ansprüche 1 bis 10, dadurch gekennzeichnet, daß die Profilbalken (1) mit radialen Langsschlitzen (16) versehen sind 11 wall or ceiling element according to one of claims 1 to 10, characterized in that the profile beams (1) are provided with radial longitudinal slots (16)
EP01913367A 2000-03-17 2001-03-13 Wooden wall or ceiling element Expired - Lifetime EP1264051B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CY20061101127T CY1107477T1 (en) 2000-03-17 2006-08-10 WALL OR FLOOR WOODEN ITEM

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
AT0044000A AT409151B (en) 2000-03-17 2000-03-17 WOODEN WALL OR CEILING ELEMENT
AT4402000 2000-03-17
PCT/AT2001/000069 WO2001071114A1 (en) 2000-03-17 2001-03-13 Wooden wall or ceiling element

Publications (2)

Publication Number Publication Date
EP1264051A1 true EP1264051A1 (en) 2002-12-11
EP1264051B1 EP1264051B1 (en) 2006-05-24

Family

ID=3674231

Family Applications (1)

Application Number Title Priority Date Filing Date
EP01913367A Expired - Lifetime EP1264051B1 (en) 2000-03-17 2001-03-13 Wooden wall or ceiling element

Country Status (9)

Country Link
EP (1) EP1264051B1 (en)
AT (2) AT409151B (en)
AU (1) AU2001238997A1 (en)
CY (1) CY1107477T1 (en)
DE (1) DE50109874D1 (en)
DK (1) DK1264051T3 (en)
ES (1) ES2265417T3 (en)
PT (1) PT1264051E (en)
WO (1) WO2001071114A1 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202011106558U1 (en) 2010-10-11 2012-02-09 Anna Ganaus Thrust sealing strip
DE202011106560U1 (en) 2010-10-11 2012-02-10 Anna Ganaus push strip

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT512048B1 (en) * 2012-01-17 2013-05-15 Ganaus Anna WOOD WALL SYSTEM
AT13952U1 (en) * 2013-05-29 2015-01-15 Zainzinger Karl wall element
AT513844B1 (en) 2013-06-12 2014-08-15 Ganaus Anna System wall made of timbers
AT514424B1 (en) * 2013-07-11 2015-01-15 Ganaus Anna Shear-resistant wall and ceiling element
DE102017201813A1 (en) * 2017-02-06 2018-08-09 Werner Grosse building system
RU188076U1 (en) * 2018-12-26 2019-03-28 федеральное государственное бюджетное образовательное учреждение высшего образования "Московский государственный технический университет имени Н.Э. Баумана (национальный исследовательский университет)" (МГТУ им. Н.Э. Баумана) WALL DESIGN

Family Cites Families (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1902309A (en) * 1930-01-31 1933-03-21 Log Cottage Company Log house
US2049190A (en) * 1934-07-21 1936-07-28 Bemis Ind Inc Building construction
US2665455A (en) * 1951-01-09 1954-01-12 Henry W Salo Structural unit and structure
FR2389725A1 (en) * 1977-05-03 1978-12-01 Tecsabois Sa Building of oak planks, used as house or garage - is made of rectangular sections with outer bark retained, interlocked by wooden pegs, and nailed
CA1099072A (en) * 1979-03-21 1981-04-14 Laird W. Schilbe Joining corners and intersections in a log building construction
WO1991009513A2 (en) * 1989-12-15 1991-07-11 Stephens Anna Q The efficient structure
US5103610A (en) * 1990-02-12 1992-04-14 Walters Victor R Log building element
US6023895A (en) * 1997-06-24 2000-02-15 Anderson; Theodore W. Log interface and log walls and buildings constructed therefrom
GB2334729B (en) * 1998-02-26 2002-08-21 Walter Lindal Wooden frame building construction
EP1031673A3 (en) * 2000-02-28 2002-10-23 Sir Walter Lindal Waterproof joints between timbers

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO0171114A1 *

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202011106558U1 (en) 2010-10-11 2012-02-09 Anna Ganaus Thrust sealing strip
DE202011106560U1 (en) 2010-10-11 2012-02-10 Anna Ganaus push strip

Also Published As

Publication number Publication date
DE50109874D1 (en) 2006-06-29
ATA4402000A (en) 2001-10-15
CY1107477T1 (en) 2013-03-13
WO2001071114A1 (en) 2001-09-27
EP1264051B1 (en) 2006-05-24
DK1264051T3 (en) 2006-09-25
ES2265417T3 (en) 2007-02-16
AT409151B (en) 2002-06-25
ATE327392T1 (en) 2006-06-15
AU2001238997A1 (en) 2001-10-03
PT1264051E (en) 2006-10-31

Similar Documents

Publication Publication Date Title
EP1461535B1 (en) Assembling device
WO2015000747A2 (en) Panel element made of wood
DE1140330B (en) Component made from plate-shaped light metal or plastic elements
EP0744507B1 (en) Building module for erecting plane constructions, especially walls
EP1264051A1 (en) Wooden wall or ceiling element
AT514424B1 (en) Shear-resistant wall and ceiling element
DE3728247C1 (en) Composite profile for frame legs or rungs
DE202008018024U1 (en) spacer plate
DE2615891C2 (en)
DE3048359A1 (en) Solid wooden house wall section - comprises tiered beams with interlocking side serrations glued together
AT513844B1 (en) System wall made of timbers
WO2017029208A1 (en) Planar component, reinforcing pane, building module and multi-storey building
AT390466B (en) Structural element for erecting walls
EP0970284A1 (en) Frame section to be used as a modular structural element for buildings, method for the production thereof
EP2245318B1 (en) Connecting junction for profiled elements
AT395194B (en) BLOCK HOUSE-LIKE BUILDING
DE3232590C2 (en) Component
EP0584659B1 (en) A set of building elements for the construction of a wall made of glass-blocks
DE2407877C3 (en) Ribbon-shaped translucent component made of a flange and webs on both sides for the assembly and prefabrication of translucent surfaces
DE3632154A1 (en) LIGHT METAL EXTRUSION PROFILE, ESPECIALLY FOR THE PRODUCTION OF CORNER AND BUTT JOINTS
DE4422226A1 (en) Wall structure erected from positively coupled wall elements
DE3730679C2 (en)
DE102006055976B4 (en) Method for producing a structural part for wooden buildings
DE102016118014A1 (en) Trusses, in particular roof trusses for a hall
DE3305075C2 (en) Sealed connection between two wall elements

Legal Events

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

Free format text: ORIGINAL CODE: 0009012

17P Request for examination filed

Effective date: 20021003

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR

AX Request for extension of the european patent

Free format text: AL;LT;LV;MK;RO;SI

17Q First examination report despatched

Effective date: 20040318

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

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 CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR

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

Ref country code: IT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT;WARNING: LAPSES OF ITALIAN PATENTS WITH EFFECTIVE DATE BEFORE 2007 MAY HAVE OCCURRED AT ANY TIME BEFORE 2007. THE CORRECT EFFECTIVE DATE MAY BE DIFFERENT FROM THE ONE RECORDED.

Effective date: 20060524

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: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: GERMAN

REF Corresponds to:

Ref document number: 50109874

Country of ref document: DE

Date of ref document: 20060629

Kind code of ref document: P

RAP2 Party data changed (patent owner data changed or rights of a patent transferred)

Owner name: GANAUS, GEORG

RIN2 Information on inventor provided after grant (corrected)

Inventor name: GANAUS, GEORG

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: E. BLUM & CO. PATENTANWAELTE

REG Reference to a national code

Ref country code: SE

Ref legal event code: TRGR

GBT Gb: translation of ep patent filed (gb section 77(6)(a)/1977)

Effective date: 20060824

REG Reference to a national code

Ref country code: DK

Ref legal event code: T3

NLT2 Nl: modifications (of names), taken from the european patent patent bulletin

Owner name: GANAUS, GEORG

Effective date: 20060802

REG Reference to a national code

Ref country code: GR

Ref legal event code: EP

Ref document number: 20060402971

Country of ref document: GR

REG Reference to a national code

Ref country code: PT

Ref legal event code: SC4A

Effective date: 20060824

ET Fr: translation filed
REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2265417

Country of ref document: ES

Kind code of ref document: T3

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: 20070227

REG Reference to a national code

Ref country code: CH

Ref legal event code: PFA

Owner name: GEORG GANAUS

Free format text: GEORG GANAUS#AUGASSE 2#3241 KIRNBERG/MANK (AT) -TRANSFER TO- GEORG GANAUS#AUGASSE 2#3241 KIRNBERG/MANK (AT)

BECA Be: change of holder's address

Owner name: *GANAUS GEORGAUGASSE 2, AT-3241 KIRNBERG / MANK

Effective date: 20060524

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

Ref country code: TR

Payment date: 20080310

Year of fee payment: 8

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

Ref country code: PT

Payment date: 20100217

Year of fee payment: 10

Ref country code: ES

Payment date: 20100311

Year of fee payment: 10

Ref country code: IE

Payment date: 20100311

Year of fee payment: 10

Ref country code: MC

Payment date: 20100317

Year of fee payment: 10

Ref country code: LU

Payment date: 20100325

Year of fee payment: 10

Ref country code: DK

Payment date: 20100311

Year of fee payment: 10

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

Ref country code: FI

Payment date: 20100324

Year of fee payment: 10

Ref country code: CY

Payment date: 20100219

Year of fee payment: 10

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

Ref country code: GB

Payment date: 20100318

Year of fee payment: 10

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

Ref country code: IT

Payment date: 20100329

Year of fee payment: 10

Ref country code: NL

Payment date: 20100331

Year of fee payment: 10

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

Ref country code: BE

Payment date: 20100506

Year of fee payment: 10

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

Ref country code: SE

Payment date: 20100325

Year of fee payment: 10

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

Ref country code: GR

Payment date: 20100329

Year of fee payment: 10

REG Reference to a national code

Ref country code: PT

Ref legal event code: MM4A

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

Effective date: 20110913

BERE Be: lapsed

Owner name: *GANAUS GEORG

Effective date: 20110331

REG Reference to a national code

Ref country code: NL

Ref legal event code: V1

Effective date: 20111001

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

Ref country code: MC

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

Effective date: 20110331

Ref country code: PT

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

Effective date: 20110913

REG Reference to a national code

Ref country code: DK

Ref legal event code: EBP

REG Reference to a national code

Ref country code: SE

Ref legal event code: EUG

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

Effective date: 20110313

REG Reference to a national code

Ref country code: DE

Ref legal event code: R082

Ref document number: 50109874

Country of ref document: DE

Representative=s name: BURDA, DAGMAR, DIPL.-GEOL., DE

Effective date: 20111006

Ref country code: DE

Ref legal event code: R081

Ref document number: 50109874

Country of ref document: DE

Owner name: NATURI HOLZBAU GMBH & CO. KG, DE

Free format text: FORMER OWNER: NATURI HOLZSYSTEMBAU SAUERLAND GMBH, 57392 SCHMALLENBERG, DE

Effective date: 20111006

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 NON-PAYMENT OF DUE FEES

Effective date: 20110313

Ref country code: FI

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

Effective date: 20110313

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: 20110331

REG Reference to a national code

Ref country code: IE

Ref legal event code: MM4A

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

Ref country code: IE

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

Effective date: 20110314

Ref country code: NL

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

Effective date: 20111001

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: 20110313

Ref country code: GR

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

Effective date: 20111004

Ref country code: IT

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

Effective date: 20110313

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20120509

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 NON-PAYMENT OF DUE FEES

Effective date: 20110331

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

Ref country code: ES

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

Effective date: 20110314

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 NON-PAYMENT OF DUE FEES

Effective date: 20090313

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

Ref country code: SE

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

Effective date: 20110314

REG Reference to a national code

Ref country code: CH

Ref legal event code: PUE

Owner name: KARL ZAINZINGER, SAEGE- UND HOBELWERK, AT

Free format text: FORMER OWNER: GEORG GANAUS, AT

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

Ref country code: LU

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

Effective date: 20110313

REG Reference to a national code

Ref country code: AT

Ref legal event code: PC

Ref document number: 327392

Country of ref document: AT

Kind code of ref document: T

Owner name: KARL ZAINZINGER, SAEGE- UND HOBELWERK, AT

Effective date: 20130523

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

Ref country code: FR

Payment date: 20130417

Year of fee payment: 13

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

Ref country code: CH

Payment date: 20140328

Year of fee payment: 14

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20141128

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: 20140331

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

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

Ref country code: LI

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

Effective date: 20150331

Ref country code: CH

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

Effective date: 20150331

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

Ref country code: DE

Payment date: 20160320

Year of fee payment: 16

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 50109874

Country of ref document: DE

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

Ref country code: DE

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

Effective date: 20171003

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

Ref country code: AT

Payment date: 20190320

Year of fee payment: 19

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 327392

Country of ref document: AT

Kind code of ref document: T

Effective date: 20200313

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

Ref country code: AT

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

Effective date: 20200313