EP1148181B1 - Wooden beam - Google Patents

Wooden beam Download PDF

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Publication number
EP1148181B1
EP1148181B1 EP00108520A EP00108520A EP1148181B1 EP 1148181 B1 EP1148181 B1 EP 1148181B1 EP 00108520 A EP00108520 A EP 00108520A EP 00108520 A EP00108520 A EP 00108520A EP 1148181 B1 EP1148181 B1 EP 1148181B1
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EP
European Patent Office
Prior art keywords
plate
wooden beam
beam according
reinforcing elements
outermost
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EP00108520A
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German (de)
French (fr)
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EP1148181A1 (en
Inventor
Joe Dober
Joe Ehrler
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Individual
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Individual
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Priority to EP00108520A priority Critical patent/EP1148181B1/en
Priority to DE50012601T priority patent/DE50012601D1/en
Priority to AT00108520T priority patent/ATE323806T1/en
Publication of EP1148181A1 publication Critical patent/EP1148181A1/en
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Publication of EP1148181B1 publication Critical patent/EP1148181B1/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/12Load-carrying floor structures formed substantially of prefabricated units with wooden beams
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/12Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members
    • E04C3/14Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members with substantially solid, i.e. unapertured, web

Definitions

  • the present invention relates to a wooden support member according to the preamble of claim 1.
  • Such wooden support elements are e.g. from FR-A-2279900 or FR-A-1158911.
  • wood is often used in addition to other materials.
  • wood is often used in addition to other materials.
  • wood There are a variety of different design options with wood known; For example, wooden beams, boards or slats are used, which are positively and / or non-positively connected with each other to create the buildings.
  • flat support elements which are used in a modular manner for the construction of larger objects.
  • flat support elements are constructed of multilayer beams and / or boards.
  • the multilayer construction is not carried out in full construction with a compact, filled cross section, but it is partially hollow cross sections are formed. These cross-sectional spaces are conventionally usually relatively small and often not continuously formed over the full length of support element.
  • the object of the present invention was to provide such a flat support element made of wood, which on the one hand has the required strength and rigidity, but next within the support element, respectively.
  • the structure created by such support members creates space for both longitudinal and transverse installations.
  • the inventive structure a timber component is created which has a very good, adjustable strength in light construction.
  • one side of the support element on a flat surface formed by the plate, while the opposite side has a structuring by the reinforcing elements.
  • This structuring allows when used as a wall, floor, ceiling or roof for a building an advantageous resp. Attaching installation material between this structured side and a spaced therefrom to be attached formwork. Furthermore, an insulation can also be installed therein.
  • this page can also be used as an aesthetic element in the construction of buildings, resp. the reinforcing elements can also be attached on both sides of the component.
  • the trapezoidal or triangular cross section of the cavity of the reinforcing elements can be realized particularly easily by strips.
  • the triangular cross-sectional area can be easily achieved by appropriate arrangement of two strips.
  • inventively mounted recesses on the reinforcing elements access to the cavity for use for installations is greatly facilitated.
  • any type of installations for example, be laid in these cavities, such as electrical or sanitary installations.
  • the preferred parallel arrangement of the reinforcing elements makes it possible to produce modularly usable supporting elements which have defined strength properties and the dimensioning for structures to be formed from them can be carried out easily.
  • such modules can be easily and inexpensively produced in series, which leads to a reduction in the cost of creating the structures.
  • the support elements according to the invention are suitable for erecting straight or curved wall elements.
  • curved walls can be connected to each other by the use of narrow support elements, which are interconnected to form an angle corresponding to the radius of curvature.
  • the reinforcing element may be directed inwards or outwards.
  • inventive support elements are also suitable for all other application in which such support elements can be used, such as blankets or beams.
  • FIG. 1 shows the view of a support element 1 according to the invention with the plate 2 constructed of solid wood boards and the reinforcing element 5 constructed of two strips 3. Like the plate 2, the strips 3, 4 are formed from solid wood planks glued together, for example.
  • the plate 2 preferably has a spring 6 on one edge and a groove 7 on the opposite edge.
  • several such support elements 1 can be connected together in a simple and secure manner in a known manner.
  • could also be at the top and bottom Edge of the plate 2 may be provided such fasteners, so that a plurality of support members 1 can be connected to each other in Tragelementltician.
  • the preferably triangular cross-section of the preferably provided cavity 8 is formed in a simple manner, as can be seen from the cross-sectional view of Figure 2.
  • This cavity 8 is advantageously formed continuously.
  • the compound of the plate 2 with the strips 3 and 4, as well as the connection of the two strips 3 and 4 can be done in all conventionally known ways. For example, this is the gluing with or without roughening or profiling of the bonding surfaces or the use of additional fasteners such as dowels, nails or screws.
  • FIG. 3 shows the partial view of a further support element 1 designed according to the invention.
  • the plate 2 is formed by transverse to the reinforcing elements 5 arranged and glued together planks.
  • a plurality of mutually parallel and preferably a regular spacing having reinforcing elements 5 are present.
  • these have a multiplicity of recesses 9 of circular design here. This is the implementation of installation equipment through the cavity 8, respectively. the recesses 9 and between adjacent reinforcing elements 5 simplified. The number, size and shape of these recesses 9 can be correspondingly be performed adapted to the use of the support elements 1.
  • FIG. 4 A further embodiment variant of a support element 1 according to the invention is shown in FIG. 4 in the view.
  • a plurality of mutually parallel reinforcing elements 5 are arranged on the plate 2.
  • these form triangular cavities 8 in cross-section.
  • a groove 10 running parallel to the reinforcing elements 5 is now provided in the plate 2. This groove serves to compensate for the growth and shrinkage of the plate 2, when it is firmly anchored at their ends.
  • the inventive support elements 1 can be individually dimensioned in size and the number and positioning of the reinforcing elements 5, but are also advantageous for the construction of predetermined modules with fixed or stepped dimensions.
  • narrow inventive support elements 1 are particularly suitable for creating curved walls 11, as shown in Figure 5.
  • narrow inventive support elements 1 are particularly suitable for creating curved walls 11, as shown in Figure 5.
  • other conventional wood joints can be used.
  • the preferred embodiment of the reinforcing elements 5 with the formation of a triangular cross section of the cavities 8 very easily allows the formation of curved walls 11 with a small radius R without much effort.
  • This cross-sectional shape in contrast to the triangular cross-sectional shape on a larger usable volume for receiving, for example, installation equipment at the same depth of the support element 1.
  • FIG. 7 shows an alternative embodiment of a support element 1 with reinforcement elements 5 having a trapezoidal cross-section without a cavity 8.
  • reinforcement elements 5 having a trapezoidal cross-section without a cavity 8.
  • support elements 1 by a pressed in this form resp. extruded wood fiber material are formed.
  • FIG. 8 once again shows a further alternative embodiment of a support element 1.
  • the plate 2 reinforcing elements 5 respectively. 5 'arranged.
  • the reinforcing elements 5 respectively. 5 ' arranged opposite each other exactly, but they could also be arranged offset from each other.
  • FIG. 10 shows a support element 1 constructed analogously to FIG. 9, which has fewer reinforcing elements 5 at the same spacing and thus also a smaller overall width.
  • Such support elements 1 can be combined in a simple manner to form whole walls, floors or ceilings.
  • the corner areas with correspondingly shaped posts, which also have grooves and springs, are formed.
  • These posts may for example consist of solid material or also be constructed of individual planks to a, for example, a square cross section having hollow body.
  • the support elements 1 can be practically built from any wood materials, such as solid wood, glued wood planks, multi-layer wood panels, chipboard or wood fiber materials.

Abstract

The support element (1) has a plate (2) and reinforcement elements of derived timber product non-positively fixed to the plate. The reinforcement elements have a triangular or trapezoid cross-section and are arranged parallel to the longitudinal direction of the support element on at least one side of the plate. The reinforcement elements preferably extend along the length of the plate.

Description

Die vorliegende Erfindung betrifft ein Holztragelement nach dem Oberbegriff von Anspruch 1.The present invention relates to a wooden support member according to the preamble of claim 1.

Solche Holztragelemente sind z.B. aus FR-A-2279900 oder FR-A-1158911 bekannt.Such wooden support elements are e.g. from FR-A-2279900 or FR-A-1158911.

Für das Erstellen von Bauten wird neben anderen Materialien häufig auch Holz eingesetzt. Dabei sind eine Vielzahl von verschiedenen Konstruktionsmöglichkeiten mit Holz bekannt; beispielsweise werden Holzbalken, -bretter oder -latten verwendet, welche miteinander form- und/oder kraftschlüssig verbunden werden, um die Bauten zu erstellen.For the construction of buildings, wood is often used in addition to other materials. There are a variety of different design options with wood known; For example, wooden beams, boards or slats are used, which are positively and / or non-positively connected with each other to create the buildings.

Insbesondere sind auch flächige Tragelemente bekannt, welche modulartig für den Aufbau von grösseren Objekten eingesetzt werden. Herkömmlicherweise sind derartige flächige Tragelemente mehrschichtig aus Balken und/oder Brettern aufgebaut.In particular, flat support elements are known which are used in a modular manner for the construction of larger objects. Conventionally, such flat support elements are constructed of multilayer beams and / or boards.

Wenn solche Tragelemente grössere Dimensionen aufweisen, insbesondere im Querschnitt, so wird der mehrschichtige Aufbau nicht in Vollbauweise mit einem kompakten, ausgefüllten Querschnitt ausgeführt, sondern es werden teilweise hohle Querschnitte gebildet. Diese Querschnittsräume sind herkömmlicherweise in der Regel relativ klein und häufig nicht über die volle Tragelementlänge durchgehend ausgebildet.If such support elements have larger dimensions, in particular in cross section, the multilayer construction is not carried out in full construction with a compact, filled cross section, but it is partially hollow cross sections are formed. These cross-sectional spaces are conventionally usually relatively small and often not continuously formed over the full length of support element.

Die Aufgabe der vorliegenden Erfindung bestand nun darin, ein solches flächiges Tragelement aus Holz zu schaffen, welches einerseits die erforderlichen Festigkeit und Steifigkeit aufweist, daneben aber innerhalb des Tragelementes resp. der durch derartige Tragelemente geschaffenen Struktur Raum für Installationen sowohl in Längs- wie in Querrichtung schafft.The object of the present invention was to provide such a flat support element made of wood, which on the one hand has the required strength and rigidity, but next within the support element, respectively. the structure created by such support members creates space for both longitudinal and transverse installations.

Diese Aufgabe wird erfindungsgemäss durch die kennzeichnenden Merkmal von Anspruch 1 gelöst. Weitere erfindungsgemässe Ausführungsformen ergeben sich aus den Kennzeichen der Ansprüche 2 bis 11.This object is achieved according to the invention by the characterizing feature of claim 1. Further embodiments according to the invention will become apparent from the characteristics of claims 2 to 11.

Durch die erfindungsgemässe Struktur wird ein Holzbauelement geschaffen welches bei leichter Bauweise eine sehr gute, einstellbare Festigkeit aufweist. Dabei weist beispielsweise eine Seite des Tragelementes eine ebene, durch die Platte gebildete Oberfläche auf, während die gegenüberliegende Seite durch die Verstärkungselemente eine Strukturierung aufweist.The inventive structure a timber component is created which has a very good, adjustable strength in light construction. In this case, for example, one side of the support element on a flat surface formed by the plate, while the opposite side has a structuring by the reinforcing elements.

Diese Strukturierung erlaubt bei der Verwendung als Wand, Boden, Decke oder Dach für ein Gebäude ein vorteilhaftes Ein- resp. Anbringen von Installationsmaterial zwischen dieser strukturierten Seite und einer davon beabstandet anzubringenden Schalung. Weiter kann darin auch eine Isolation angebracht werden. Vorteilhafterweise kann diese Seite aber auch als ästhetisches Element beim Errichten von Bauwerken eingesetzt werden, resp. die Verstärkungselemente können auch beidseitig des Bauelementes angebracht sein.This structuring allows when used as a wall, floor, ceiling or roof for a building an advantageous resp. Attaching installation material between this structured side and a spaced therefrom to be attached formwork. Furthermore, an insulation can also be installed therein. Advantageously, this page can also be used as an aesthetic element in the construction of buildings, resp. the reinforcing elements can also be attached on both sides of the component.

Der trapez- oder dreieckförmige Querschnitt des Hohlraumes der Verstärkungselemente lässt sich besonders einfach durch Leisten realisieren. Insbesondere die dreieckige Querschnittsfläche kann einfach durch entsprechende Anordnung von zwei Leisten erzielt werden.The trapezoidal or triangular cross section of the cavity of the reinforcing elements can be realized particularly easily by strips. In particular, the triangular cross-sectional area can be easily achieved by appropriate arrangement of two strips.

Durch die erfindungsgemäß angebrachten Ausnehmungen an den Verstärkungselementen wird der Zugang zum Hohlraum zur Nutzung für Installationen erheblich erleichtert. Dabei können jegliche Art von Installationen beispielsweise auch in diesen Hohlräumen verlegt werden, wie elektrische oder sanitäre Installationen.The inventively mounted recesses on the reinforcing elements access to the cavity for use for installations is greatly facilitated. In this case, any type of installations, for example, be laid in these cavities, such as electrical or sanitary installations.

Durch die bevorzugte parallele Anordnung der Verstärkungselemente lassen sich modular einsetzbare Tragelemente herstellen, welche definierte Festigkeitseigenschaften aufweisen und die Dimensionierung für daraus zu bildenden Bauwerke einfach durchzuführen ist.The preferred parallel arrangement of the reinforcing elements makes it possible to produce modularly usable supporting elements which have defined strength properties and the dimensioning for structures to be formed from them can be carried out easily.

Insbesondere lassen sich derartige Module einfach und kostengünstig in Serie herstellen, was zu einer Reduktion der Kosten für die Erstellung der Bauwerke führt.In particular, such modules can be easily and inexpensively produced in series, which leads to a reduction in the cost of creating the structures.

Erfindungsgemäss eignen sich die erfindungsgemässen Tragelemente für das Errichten von geraden oder gekrümmten Wandelementen. Insbesondere gekrümmt Wände lassen sich durch die Verwendung von schmalen Tragelementen, welche miteinander unter Bildung eines entsprechend des Krümmungsradius bestimmten Winkels miteinander verbunden werden. Dabei können die Verstärkungselement nach innen oder aussen gerichtet sein.According to the invention, the support elements according to the invention are suitable for erecting straight or curved wall elements. In particular, curved walls can be connected to each other by the use of narrow support elements, which are interconnected to form an angle corresponding to the radius of curvature. In this case, the reinforcing element may be directed inwards or outwards.

Selbstverständlich eignen sich die erfindungsgemässen Tragelemente auch für alle anderen Anwendung, bei welchen derartige Tragelemente eingesetzt werden können, wie beispielsweise Decken oder Träger.Of course, the inventive support elements are also suitable for all other application in which such support elements can be used, such as blankets or beams.

Ausführungsbeispiele der Erfindung werden nachstehend anhand von Zeichnungen noch näher erläutert wobei die erfindungsgemäßen Ausnehmungen in dem Leisten lediglich im Ausführungsbeispiel der Figur 3 gezeigt sind. Es zeigen

  • Fig. 1 die Ansicht eines erfindungsgemässen Tragelementes;
  • Fig. 2 den Querschnitt durch ein erfindungsgemässes Tragelement nach Figur 1;
  • Fig. 3 die Ansicht eines weiteren erfindungsgemässen Tragelementes;
  • Fig. 4 die Ansicht eines weiteren erfindungsgemässen Tragelementes;
  • Fig. 5 die Aufsicht auf eine mittels erfindungsgemässen Tragelementen gebildete gebogene Wand;
  • Fig. 6 den Querschnitt durch ein weiteres erfindungsgemässes Tragelement mit trapezförmigem Querschnitt des Hohlraumes;
  • Fig. 7 die Ansicht eines alternativen Tragelementes mit Verstärkungselementen ohne Hohlquerschnitt;
  • Fig. 8 die Ansicht eines weiteren, alternativen Tragelementes mit beidseitig der Platte angeordneten Verstärkungselementen;
  • Fig. 9 der Querschnitt durch ein weiteres, alternatives Tragelement mit senkrechten Abschluss-Verstärkungselementen beidseitig der Platte; und
  • Fig. 10 der Querschnitt durch ein Tragelement nach Figur 9 mit einer kleineren Breite.
Embodiments of the invention will be explained in more detail below with reference to drawings wherein the recesses according to the invention are shown in the last only in the embodiment of Figure 3. Show it
  • 1 shows the view of a support element according to the invention;
  • 2 shows the cross section through an inventive support element according to Figure 1;
  • 3 shows the view of a further inventive support element.
  • 4 shows the view of a further inventive support element.
  • 5 shows the plan view of a bent wall formed by means of inventive support elements;
  • 6 shows the cross section through a further inventive support element with trapezoidal cross section of the cavity.
  • 7 shows the view of an alternative supporting element with reinforcing elements without hollow cross-section;
  • 8 shows the view of a further, alternative support element with reinforcing elements arranged on both sides of the plate;
  • 9 shows the cross section through a further, alternative support element with vertical termination reinforcing elements on both sides of the plate. and
  • 10 shows the cross section through a support element according to FIG. 9 with a smaller width.

Figur 1 zeigt die Ansicht eines erfindungsgemässen Tragelementes 1 mit der hier aus verleimten Massivholzbrettern aufgebauter Platte 2 und dem aus zwei Leisten 3,4 aufgebauten Verstärkungselement 5. Wie die Platte 2 sind hier auch die Leisten 3,4 beispielsweise aus miteinander verleimten Massivholzplanken gebildet.FIG. 1 shows the view of a support element 1 according to the invention with the plate 2 constructed of solid wood boards and the reinforcing element 5 constructed of two strips 3. Like the plate 2, the strips 3, 4 are formed from solid wood planks glued together, for example.

Die Platte 2 weist vorzugsweise an einer Kante eine Feder 6 und auf der gegenüberliegenden Kante eine Nut 7 auf. Damit lassen sich mehrere solcher Tragelemente 1 miteinander auf einfache und sichere Weise in bekannter Weise verbinden. Selbstverständlich könnten auch an der oberen und unteren Kante der Platte 2 derartige Verbindungselemente vorgesehen sein, so dass mehrere Tragelemente 1 auch in Tragelementlängsrichtung miteinander verbunden werden können.The plate 2 preferably has a spring 6 on one edge and a groove 7 on the opposite edge. Thus, several such support elements 1 can be connected together in a simple and secure manner in a known manner. Of course, could also be at the top and bottom Edge of the plate 2 may be provided such fasteners, so that a plurality of support members 1 can be connected to each other in Tragelementlängsrichtung.

Durch die beiden Leisten 3 und 4 wird auf einfache Weise der vorzugsweise dreieckige Querschnitt des vorzugsweise vorgesehenen Hohlraumes 8 gebildet, wie auch aus der Querschnittsdarstellung von Figur 2 hervorgeht. Dieser Hohlraum 8 ist vorteilhaft durchgehend ausgebildet.By the two strips 3 and 4, the preferably triangular cross-section of the preferably provided cavity 8 is formed in a simple manner, as can be seen from the cross-sectional view of Figure 2. This cavity 8 is advantageously formed continuously.

Die Verbindung der Platte 2 mit den Leisten 3 und 4, sowie die Verbindung der beiden Leisten 3 und 4 kann auf alle herkömmlich bekannten Arten erfolgen. Beispielsweise eignet sich hierfür die Verleimung mit oder ohne Aufrauhung oder Profilierung der Verbindungsflächen oder die Verwendung von zusätzlichen Verbindungselementen wie Dübel, Nägel oder Schrauben.The compound of the plate 2 with the strips 3 and 4, as well as the connection of the two strips 3 and 4 can be done in all conventionally known ways. For example, this is the gluing with or without roughening or profiling of the bonding surfaces or the use of additional fasteners such as dowels, nails or screws.

Vorteilhafterweise können für den Aufbau der Platte 2, wie auch für die Leisten 3 und 4, Holzplanken resp. -latten unterschiedlicher Breite und Stärke eingesetzt werden.Advantageously, for the construction of the plate 2, as well as for the strips 3 and 4, wood planks resp. slats of different width and thickness are used.

In Figur 3 ist nun die Teilansicht eines weiteren erfindungsgemäss aufgebauten Tragelementes 1 dargestellt. Hier wird die Platte 2 durch quer zu den Verstärkungselementen 5 angeordneten und miteinander verleimten Planken gebildet. Ebenfalls sind mehrere, zueinander parallel angeordnete und vorzugsweise einen regelmässigen Abstand aufweisende Verstärkungselemente 5 vorhanden. Diese weisen nun erfindungsgemäß eine Vielzahl von hier kreisförmig ausgestalteten Ausnehmungen 9 auf. Damit wird das Durchführen von Installationseinrichtungen durch den Hohlraum 8 resp. den Ausnehmungen 9 sowie zwischen benachbarten Verstärkungselementen 5 vereinfacht. Die Anzahl, Grösse und Form dieser Ausnehmungen 9 kann entsprechend dem Einsatz der Tragelemente 1 angepasst ausgeführt werden.FIG. 3 shows the partial view of a further support element 1 designed according to the invention. Here, the plate 2 is formed by transverse to the reinforcing elements 5 arranged and glued together planks. Also, a plurality of mutually parallel and preferably a regular spacing having reinforcing elements 5 are present. According to the invention, these have a multiplicity of recesses 9 of circular design here. This is the implementation of installation equipment through the cavity 8, respectively. the recesses 9 and between adjacent reinforcing elements 5 simplified. The number, size and shape of these recesses 9 can be correspondingly be performed adapted to the use of the support elements 1.

Eine weitere Ausführungsvariante eines erfindungsgemässen Tragelementes 1 ist in Figur 4 in der Ansicht dargestellt. Wiederum sind mehrere, zueinander parallel verlaufende Verstärkungselemente 5 auf der Platte 2 angeordnet. Diese bilden hier wiederum im Querschnitt dreieckige Hohlräume 8. Im Bereich eines der Hohlräume 8' ist nun eine parallel zu den Verstärkungselementen 5 verlaufende Nut 10 in der Platte 2 vorgesehen. Diese Nut dient dem Ausgleich des Wachsens und Schwindens der Platte 2, wenn diese an ihren Enden fest verankert wird.A further embodiment variant of a support element 1 according to the invention is shown in FIG. 4 in the view. Again, a plurality of mutually parallel reinforcing elements 5 are arranged on the plate 2. In turn, these form triangular cavities 8 in cross-section. In the region of one of the cavities 8 ', a groove 10 running parallel to the reinforcing elements 5 is now provided in the plate 2. This groove serves to compensate for the growth and shrinkage of the plate 2, when it is firmly anchored at their ends.

Die erfindungsgemässen Tragelemente 1 können in der Grösse und der Anzahl sowie Positionierung der Verstärkungselemente 5 individuell dimensioniert werden, eignen sich aber vorteilhaft auch für den Aufbau von vorbestimmten Modulen mit festen oder abgestuften Dimensionen.The inventive support elements 1 can be individually dimensioned in size and the number and positioning of the reinforcing elements 5, but are also advantageous for the construction of predetermined modules with fixed or stepped dimensions.

Ebenfalls eignen sich schmale erfindungsgemässe Tragelemente 1 insbesondere zum Erstellen von gebogenen Wänden 11, wie in Figur 5 dargestellt. Hierfür sind lediglich beispielsweise die in Figur 1 dargestellten Feder 6 und Nut 7 entsprechend dem Wandradius R in einem Winkel zur Platte 2 anzufertigen. Selbstverständlich können auch andere, herkömmlichen Holzverbindungen eingesetzt werden. Die bevorzugte Ausgestaltung der Verstärkungselemente 5 mit Bildung eines dreieckigen Querschnitts der Hohlräume 8 erlaubt sehr einfach die Bildung von gebogenen Wänden 11 mit kleinem Radius R ohne grossen Aufwand.Also, narrow inventive support elements 1 are particularly suitable for creating curved walls 11, as shown in Figure 5. For this purpose, for example, only the spring 6 and groove 7 shown in Figure 1 according to the wall radius R at an angle to the plate 2 to make. Of course, other conventional wood joints can be used. The preferred embodiment of the reinforcing elements 5 with the formation of a triangular cross section of the cavities 8 very easily allows the formation of curved walls 11 with a small radius R without much effort.

Ein vorzugsweise trapezförmiger Querschnitt des Hohlraums 8 kann beispielsweise durch die Verwendung von drei Leisten 3,4 und 12, wie in Figur 6 dargestellt, einfach realisiert werden. Diese Querschnittsform weist im Gegensatz zur dreieckigen Querschnittsform ein grösseres nutzbares Volumen für die Aufnahme beispielsweise von Installationseinrichtungen bei gleicher Tiefe des Tragelementes 1 auf.A preferably trapezoidal cross-section of the cavity 8, for example, by the use of three strips 3,4 and 12, as shown in Figure 6, easily realized become. This cross-sectional shape, in contrast to the triangular cross-sectional shape on a larger usable volume for receiving, for example, installation equipment at the same depth of the support element 1.

In Figur 7 ist nun noch eine alternative Ausführungsform eines Tragelementes 1 mit einen trapezförmigen Querschnitt aufweisenden Verstärkungselementen 5 ohne Hohlraum 8 dargestellt. Beispielsweise können derartige Tragelemente 1 durch einen in diese Form gepressten resp. extrudierten Holzfaserwerkstoff gebildet werden.FIG. 7 shows an alternative embodiment of a support element 1 with reinforcement elements 5 having a trapezoidal cross-section without a cavity 8. For example, such support elements 1 by a pressed in this form resp. extruded wood fiber material are formed.

In Figur 8 ist nochmals eine weitere alternative Ausführung eines Tragelementes 1 dargestellt. Hier sind auf beiden Seiten der Platte 2 Verstärkungselemente 5 resp. 5' angeordnet. Beispielsweise sind die Verstärkungselemente 5 resp. 5' einander genau gegenüberliegend angeordnet, sie könnten aber auch gegeneinander versetzt angeordnet ausgebildet sein.FIG. 8 once again shows a further alternative embodiment of a support element 1. Here are on both sides of the plate 2 reinforcing elements 5 respectively. 5 'arranged. For example, the reinforcing elements 5 respectively. 5 'arranged opposite each other exactly, but they could also be arranged offset from each other.

In Figur 9 ist nun noch der Querschnitt durch ein Tragelemente 1 dargestellt, bei welchen die beiden äusseren Flanken 5' der beiden äussersten Verstärkungselemente 5 senkrecht zur Platte 2 stehend ausgebildet sind und auch gleichzeitig die seitliche Begrenzung des Tragelementes 1 darstellen. In den Flanken 5' sind auf einer Seite vorteilhaft eine Feder 13 und auf der anderen Seite eine Nut 14 ausgebildet, welche parallel zur Platte 2 verlaufend angeordnet sind.In Figure 9, the cross section is now shown by a supporting elements 1, in which the two outer edges 5 'of the two outermost reinforcing elements 5 are perpendicular to the plate 2 standing and also represent the lateral boundary of the support member 1. In the flanks 5 'are on one side advantageously a spring 13 and formed on the other side a groove 14 which are arranged to extend parallel to the plate 2.

In Figur 10 ist ein analog zur Figur 9 aufgebautes Tragelement 1 dargestellt, welches weniger Verstärkungselemente 5 bei gleichem Abstand aufweist und damit auch eine geringere Gesamtbreite. Solche Tragelemente 1 lassen sich auf einfache Weise zu ganzen Wänden, Böden oder Decken zusammenfügen. Bei Wandkonstruktionen können beispielsweise die Eckbereiche mit entsprechend ausgebildeten Pfosten, welche ebenfalls Nuten und Federn aufweisen, gebildet werden. Diese Pfosten können beispielsweise aus Vollmaterial bestehen oder ebenfalls aus einzelnen Planken zu einem beispielsweise einen quadratischen Querschnitt aufweisenden Hohlkörper aufgebaut sein.FIG. 10 shows a support element 1 constructed analogously to FIG. 9, which has fewer reinforcing elements 5 at the same spacing and thus also a smaller overall width. Such support elements 1 can be combined in a simple manner to form whole walls, floors or ceilings. In wall constructions, for example, the corner areas with correspondingly shaped posts, which also have grooves and springs, are formed. These posts may for example consist of solid material or also be constructed of individual planks to a, for example, a square cross section having hollow body.

Die Tragelemente 1 lassen sich praktisch aus allen beliebigen Holzwerkstoffen aufbauen, wie beispielweise aus Massivholz, aus verleimten Holzplanken, aus mehrschichtigen Holzplatten, aus Spanplatten oder Holzfaserwerkstoffen.The support elements 1 can be practically built from any wood materials, such as solid wood, glued wood planks, multi-layer wood panels, chipboard or wood fiber materials.

Claims (11)

  1. Wooden beam (1) with a plate (2) and reinforcing elements (5) of wooden material arranged at said plate (2), said reinforcing elements (5) comprising a cavity (8) directed to the plate (2) and having a trapezoidal or triangular cross section and being positively tied to at least one side of the plate (2) parallel to the longitudinal direction of the wooden beam, characterized in that the reinforcing elements (5) are composed of at least two fillets (3;4) with angular, circular or oval recesses (9).
  2. Wooden beam according to claim 1, characterized in that the reinforcing elements (5) are arranged uninterrupted over the overall length of plate (2).
  3. Wooden beam according to claim 1 or 2, characterized in that several reinforcing elements (5) are arranged parallel to each other in regular distances on plate (2).
  4. Wooden beam according to one of claims 1 to 3, characterized in that the fillets (3;4) have a width between 60 and 250 mm.
  5. Wooden beam according to one of claims 1 to 4, characterized in that said plate (2) comprises a groove (7) or a ridge (6) or a toothing at least at one of its fringes running parallel to the longitudinal axis.
  6. Wooden beam according to one of claims 1 to 5, characterized in that the plate (2) comprises a slot (10) in the region of the cavity (8).
  7. Wooden beam according to one of claims 1 to 6, characterized in that reinforcing elements (5) are arranged oppositely or staggered respectively on both sides of the plate (2).
  8. Wooden beam according to one of claims 1 to 7, characterized in that the wooden material is a massive wood, glued wood plates, particle boards or fiber material.
  9. Wooden beam according to one of claims 1 to 8, characterized in that the outermost flank (5') of each outermost reinforcing element (5) forms the lateral limitation of the beam.
  10. Wooden beam according to claim 9, characterized in that the outermost flanks (5') of both outermost reinforcing elements (5) are arranged perpendicularly to the plate (2).
  11. Wooden beam according to claim 9 or 10, characterized in that the one outermost flank (5') of the one outermost reinforcing element (5) has a preferably continuous groove (14) arranged parallel to the plate (2) and the outermost flank (5') of the other outermost reinforcing element (5) has an accordingly provided spring (13).
EP00108520A 2000-04-19 2000-04-19 Wooden beam Expired - Lifetime EP1148181B1 (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
EP00108520A EP1148181B1 (en) 2000-04-19 2000-04-19 Wooden beam
DE50012601T DE50012601D1 (en) 2000-04-19 2000-04-19 Wood supporting element
AT00108520T ATE323806T1 (en) 2000-04-19 2000-04-19 WOODEN SUPPORT ELEMENT

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP00108520A EP1148181B1 (en) 2000-04-19 2000-04-19 Wooden beam

Publications (2)

Publication Number Publication Date
EP1148181A1 EP1148181A1 (en) 2001-10-24
EP1148181B1 true EP1148181B1 (en) 2006-04-19

Family

ID=8168507

Family Applications (1)

Application Number Title Priority Date Filing Date
EP00108520A Expired - Lifetime EP1148181B1 (en) 2000-04-19 2000-04-19 Wooden beam

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Country Link
EP (1) EP1148181B1 (en)
AT (1) ATE323806T1 (en)
DE (1) DE50012601D1 (en)

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1158911A (en) * 1956-09-28 1958-06-20 Luterma Francais Improvements made to structural members such as beams, in woody material, in particular in plywood
FR2279900A1 (en) * 1974-07-23 1976-02-20 Colladello Remy Hollow triangular section timber roof purlin - has ends of inclined webs fitting in top and bottom flanges
US4346544A (en) * 1978-10-11 1982-08-31 Larssen Jens Frederik Lightweight building elements with high carrying capacity

Also Published As

Publication number Publication date
ATE323806T1 (en) 2006-05-15
DE50012601D1 (en) 2006-05-24
EP1148181A1 (en) 2001-10-24

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