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EP1960611B1 - Wooden building element for constructing the walls of a building - Google Patents

Wooden building element for constructing the walls of a building Download PDF

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Publication number
EP1960611B1
EP1960611B1 EP06777061A EP06777061A EP1960611B1 EP 1960611 B1 EP1960611 B1 EP 1960611B1 EP 06777061 A EP06777061 A EP 06777061A EP 06777061 A EP06777061 A EP 06777061A EP 1960611 B1 EP1960611 B1 EP 1960611B1
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EP
European Patent Office
Prior art keywords
base plates
roughly
supports
edges
structural component
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.)
Not-in-force
Application number
EP06777061A
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German (de)
French (fr)
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EP1960611A1 (en
Inventor
Dieter Junker
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JUNKER HOLDING GmbH
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JUNKER HOLDING GmbH
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Publication date
Priority claimed from PCT/EP2005/013330 external-priority patent/WO2007068267A1/en
Priority claimed from DE102006016838A external-priority patent/DE102006016838A1/en
Application filed by JUNKER HOLDING GmbH filed Critical JUNKER HOLDING GmbH
Priority to EP06777061A priority Critical patent/EP1960611B1/en
Publication of EP1960611A1 publication Critical patent/EP1960611A1/en
Application granted granted Critical
Publication of EP1960611B1 publication Critical patent/EP1960611B1/en
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  • a wooden component of the type mentioned is through DE 102 24 903 A1 , by WO 2003 102 325 A3 and through EP 1 511 906 known.
  • Other prior art documents for example EP 0383 693 A1 and US 4,854,103 A and AU 500 292 B2 and WO 95 207 09 A , concern components for the construction of building walls of mainly mineral materials such as concrete. Although these structural elements of mineral type have some design features the same characteristics of the known timber components. But they do not meet the special requirements of the construction of structures made of wood-based material.
  • the invention also provides a corner element for use in a kit and a building in connection with Holzbauslementen of the type mentioned.
  • the building according to the invention has corner elements and wood components in particular use with insulating materials.
  • Timber components of the type mentioned are originally intended for buildings with particularly advantageous thermodynamic properties with respect to the heat and vapor permeability of their building walls. They can be produced with little economic effort on material and labor and have proven to be the best for the construction of buildings in areas with moderate hazards.
  • Special influences of the Earth's movement (tectonics), the weather, the industry and the traffic or warlike shocks, for example, threats of earthquakes, ingress of water, hurricanes or tornadoes and arbitrarily brought about Operations in the environment require special properties that have been able to realize structures of the type mentioned initially only limited and nut with considerable economic effort.
  • the invention is now the general task: to create buildings that can be built with little economic effort, permanently meet high building physics requirements and in particular to withstand the above-mentioned hazards.
  • a particular object of the invention is to develop the known Hotzbauetement without loss of its advantageous properties so that it can be connected to wooden components of the same kind without special economic effort of material and labor in building walls, the action of large forces in all seals , In particular, the action of large shear forces in the direction along the building walls resist.
  • the support plates of a single timber component according to the invention are therefore not as firmly connected to each other as the support plates of the known and previously used timber component prior to its inventive development.
  • the erfordereliche strength between the support plates of a timber component according to the invention arises in connection with adjacent identical wood components in finished building walls in that in the cavity of a timber component, the free end pieces of the supports of an adjacent timber component, protrude and the free spring profiles at the free end pieces of the supports the adjacent timber component in the free end of the opposite, grooves on the support plates of a timber component engage. If spring and groove on studs or support plates have a dovetail profile, the solid connection between each other opposite support plates without the use of glue.
  • the solution to the problem regarding permanent installation spaces is that between the columns about parallel to the support plates aligned intermediate walls are used, which have approximately horizontally oriented longitudinal edges and vertically oriented edges on the finished structure and on both sides along their vertical edges on the mutually facing support walls the supports are held.
  • These partitions are to face inner support plates and wall panels Separate installation spaces with shallow depth of outer support plates and wall panels facing isolation rooms, the outer support plates and wall plates are facing and have great depth.
  • the intermediate walls are formed with high edges running along their edges, which are intended to engage in grooves on the support walls of the supports:
  • the grooves on the Stütz synonymn- should expedient to accommodate the high edges of partitions of wood fiber panels have an opening width in the range of 3 to 8 millimeters .
  • the substantially rectangular intermediate walls have lateral edges with a length equal to the length of the supports and are inserted between the supports such that their longitudinal edges are arranged flush with the ends of the supports interfere with the intermediate walls so arranged the construction of a building wall by joining the timber components not.
  • Wood structural elements according to the invention can be used to particular advantage commercially in connection with particularly adapted corner elements whose essential inventive features are indicated in the appended claims 7 and 8.
  • Another particularly advantageous use of wooden construction elements according to the invention consists in a building having the features according to the invention according to appended claims 9 and 10.
  • the in the FIGS. 1 to 5 illustrated timber components have two support plates 1 and 2, which are approximately the same area rectangular, approximately parallel to each other, spaced apart and in projection normal to their major surfaces are arranged overlapping each other.
  • Flat rectangular, in projection normal to their major surfaces each other covering wall plates 3 and 4 are attached to each one of the outer major surfaces of the support plates.
  • the wall panels have major surfaces that are equal to or slightly smaller than the major surfaces of the support plates. Both the support plates and the wall panels have on the finished structure about horizontally aligned, mutually approximately parallel longitudinal edges and laterally on the finished structure about vertically aligned, mutually approximately parallel edges.
  • the wall panels are arranged offset relative to the support plates such that approximately parallel longitudinal edges of the support plates and wall plates on the one hand delimit a free longitudinal edge 5 on the outer surfaces of the support plates and on the other hand, a free longitudinal edge 6 on the inner surfaces of the wall panels.
  • the wall panels relative to the support plates are also offset such that mutually approximately parallel edges of the support plates and wall plates on the one hand limit a free high edge 7 on the outer surfaces of the support plates and on the other hand, a free high edge 8 on the inner surfaces of the wall panels.
  • the support plates 1 and 2 in the FIGS. 1 to 5 shown timber components are held by four rod-like elongated supports 9 at a distance from each other.
  • the supports are approximately parallel to each other and to the side edges of the support plates and to the Longitudinal edges of the support plates approximately perpendicular-aligned and arranged in a row at equal distances from each other. These distances determine a grid, which is again made by the sum of the distances between the two outer columns in the row to their nearest vertical edges of the support plates.
  • the supports 9 have a straight line. Central profile with a substantially rectangular cross-section and form between the support plates approximately at right angles to aligned support walls 10, which divide the cavity between the Tagplatten in chambers about the same length and width. At these support walls can be provided to the support plates approximately parallel aligned dovetail grooves 11, are used in the drawing not shown latch for connecting adjacent timber components.
  • the supports 9 have along their edge sides dovetail profiles 12 which engage approximately equal dovetail grooves 13 on the inner surfaces of the support plates 1 and 2 and thus form a two-fold positive connection between supports and support plates.
  • FIGS. 1 to 3 show that the approximately perpendicular to the edges of the support plates 1 and 2 and approximately equally long supports 9 are arranged offset evenly with respect to the longitudinal edges of the support plates 1 and 2 upwards, with their dovetail profiles 12 along its edge sides only partially engage in the same length equal dovetail grooves 13 on the support plates and so connect the opposing support plates only partially together.
  • the supports have about the same length free end pieces with equal long free dovetail profiles, which protrude evenly over an upper, limited by the upper longitudinal edges of the support plates longitudinal end face 14.
  • de support plates remain the same length end pieces of the dovetail grooves 13 on the inner surfaces of the support plates free.
  • FIG. 4 The drawings show a modified embodiment of the timber component according to the invention. Similar as in the embodiment of FIGS. 1 to 3 the drawings are to the edges of the support plates 1 and 2 approximately parallel aligned and approximately equally long supports 9 evenly with respect to the Longitudinal edges of the support plates 1 and 2 arranged offset. They engage with their Schwatbenschwanzprofilen along their edge sides only partially in the same length equal opposite Schwalbenschwanznuten 13 on the support plates and connect so the opposing support plates only partially together.
  • the supports also have about the same length free end pieces with the same catch free dovetail profiles and leave the same length end pieces of the dovetail grooves 13 on the inner surfaces of the support plates free.
  • the free end pieces of the grooves intended to receive the free dovetail profiles of the free end pieces of supports of adjacent timber components in the composite of a finished building wall.
  • the embodiment according to FIG. 4 differs from the one after FIGS. 1 to 3 in that the supports 9 are arranged not offset upwards but downwards with respect to the longitudinal edges of the support plates 1 and 2. Accordingly, their free end pieces with the free dovetail profiles do not protrude beyond the upper longitudinal end face 14 but beyond the lower longitudinal end face 15, and the free end pieces of the dovetail grooves 13 are accessible from the upper longitudinal end face 14.
  • This modified embodiment has the advantage that the free end pieces of the supports and their free dovetail profiles are protected between the free longitudinal edges 6 of the wall panels, which protrude beyond the lower longitudinal edges of the support plates.
  • This in FIG. 5 illustrated timber component has approximately rectangularly shaped intermediate walls 16 which are inserted between the supports 9 and approximately parallel to the support plates 1 and 2 are aligned and have approximately horizontally aligned longitudinal edges and vertically aligned edges on the finished structure.
  • the longitudinal edges of the partitions are longer by the width of two high edges than the free distance between two columns. These high edges along the edges of the intermediate walls protrude into opposite grooves 17, which are located in the support walls 10 of the supports. Due to the connection between Hochrändem and grooves, the intermediate walls are fixed to the supports between the support plates and separate Installatiorisschreib 18 shallow depth of isolation rooms 19 large depth.
  • the intermediate walls 16 of the timber component after FIG. 5 are preferably made of wood fiber boards.
  • the grooves 17 on the support walls 10 preferably have an opening width in the range of 3 to 8 millimeters.
  • the depth of the installation rooms is according to the distance of the grooves of the one support plate 20 to 30 millimeters, preferably 20 to 25 millimeters.
  • the isolation spaces have a depth of 150 to 250 millimeters, preferably of about 200 millimeters.
  • the Eckbauelement shown in the drawings is that it has a cross-sectionally approximately square column 20, which is composed essentially of two oppositely disposed front panels 21 and 22 and two oppositely disposed side plates 23 and 24 preferably made of wood material and an isolation space 25 for the Contains absorption of insulating material between the plates.
  • the front panels are about a width equal to the distance between the support plates of a timber component connected by supports between the outer surfaces of the support plates.
  • the side panels are wider than the front panels and project beyond the outer surface of one front panel 21 at least on one side with exposed high edges 26.
  • the width of the exposed high edges 26 of the side plates is approximately equal to the width of the exposed Höchr selected 7, 8 on the outer surfaces of the support plates 1, 2 of a timber component.
  • connection post 27 is attached at the first front panel 21 in the middle between the exposed high edges 26 of the side panels.
  • This post has an approximately rectangular cross section with a Qüerterrorismsmother approximately equal to the distance between the interconnected support plates, a timber component measured between the inner surfaces of the support plates.
  • a second connecting post 28 is attached on the one side plate 23 in the middle between the finished structure about vertically aligned edges of the column with dimensions approximately equal to the dimensions of the first connecting post.
  • the connection posts extend along the edges of the support plates of adjacent timber components. They protrude into the cavity between the support plates and thus positively connect the adjacent timber components with the corner component.
  • the lower ends of the connecting posts 27 and 28 have a distance from the lower end of the column 20 approximately equal to the width of the free longitudinal edges 5 and 6 on the outer sides of the support plates 1 and 2 and on the inner sides of the wall plates 3 and 4.
  • These sleepers have a width approximately equal to the distance between the wall plates (3, 4) of a timber component, which are interconnected by supports, between the inner surfaces of the wall panels. Their height is approximately equal to the width of the free longitudinal edges 5 and 6 on the outer surfaces of the support plates (1, 2) and on the inner surfaces of the wall panels (3, 4) of a timber component.
  • These thresholds are to be designed and fixed at a finished structure on a foundation floor approximately at right angles to each other. Their directed towards a corner of the building end can be located under the lower ends of the connecting posts 27 and 28 of a Eckbauelements and support these posts. They are also intended, for example, in timber construction elements of the embodiment of the FIGS. 1 to 3 and 5 fill the space between the wall panels and the lower longitudinal end faces 15 of the support plates, support the support plates and so form-fitting and frictionally connect the bottom of the finished building timber elements with the foundation floor. With cross-sectional profile in the form of steps not shown in the drawing, according to the invention, ground sleepers can also stretch between the support plates (1, 2) to the lower ends of the supports 9 raised from the longitudinal end faces 15 and divert vertical forces to the foundation floor from these supports.
  • Wooden construction elements of the embodiment according to FIG. 4 require the use of sleepers with special cross-sectional profile on finished structures. Although such thresholds are not shown here but close to the expert due to the explanations of the thresholds 29 and 30 in thought.
  • Timber components and corner elements according to the invention are used for the manufacture of structures by the invention that in the insulation of Eckbauium and wooden components first insulating materials used under the influence of weather and vibration variable volume or poured or blown or stuffed with reduction of the volume and that at least one permanently elastic second insulating material with as constant as possible elasticity and under pressure elastically variable volume under and / or between and / or is arranged above the first insulating materials.
  • the second insulating material compensates for leakage of insulating material elsewhere, thus preventing the formation of thermal bridges through insulating spaces without filling with insulating material.
  • Particularly ecological needs can advantageously be satisfied that are used as insulating organic natural materials preferably wood chips or wood chips, and mineral materials, preferably minerals or granules such as clays, sands and / or pebbles.
  • insulating organic natural materials preferably wood chips or wood chips
  • mineral materials preferably minerals or granules such as clays, sands and / or pebbles.

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Description

Die Erfindung betrifft ein Holzbauelement zum Herstellen flächiger Bauwerke, insbesondere zum Aufbau von aufrecht gestellten Gebäudewänden

  • mit etwa flächengleich rechteckigen, etwa parallel zueinander ausgerichteten Tragplatten, die von Zwischeneiementen mit Abstand voneinander und in Projektion normal zu ihren Hauptflächen einander überdeckend gehalten sind und zwischen sich einen Hohlraum überdecken,
  • mit etwa flächengleich rechteckigen, etwa parallel zueinander ausgerichteten Wandplatten, die in Projektion normal zu ihren Hauptflächen einander überdeckend an den Außenseiten der Tragplatten befestigt und etwa gleich oder geringfügig kleiner als die Tragplatten sind,
  • wobei sowohl die Tragplatten als auch die Wandplatten am fertigen Bauwerk etwa horizontal ausgerichtete, zueinander etwa parallele Längskanten und seitlich am fertigen Bauwerk etwa vertikal ausgerichtete, zueinander etwa parallele Hochkanten aufweisen,
  • wobei die Wandplatten zu den Tragplatten bezüglich ihrer Längskanten und bezüglich ihrer Hochkanten derart versetzt angeordnet sind, dass durch Längskanten und Hochkanten der Tragplatten einerseits und durch davon abgesetzte Längskanten und Hochkanten der Wandplatten andererseits begrenzte frei liegende Längsränder und Hochränder der Tragplatten die Flanken zweier etwa rechtwinklig aufeinander zu gerichteter Patrizen- oder Federprofilen bilden und dass einander gegenüberliegende, über Längskanten der Tragplatten hinausragende Längsränder der Wandplatten und einander gegenüber liegende, über Hochkanten der Tragplatten hinausragende Hochränder der Wandplatten die Flanken zweier etwa rechtwinklig aufeinander zu gerichteter Matrizen- oder Nutprofilen etwa umgekehrt gleich den Patrizen- oder Federprofilen bilden,
  • welche Zwischenelemente stabartig langgestreckte Stützen aufweisen, die zueinander und zu seitlichen Hochkanten der Tragplatten etwa parallel und zu den Längskanten der Tragplatten etwa senkrecht ausgerichtet und mit etwa gleichem Abstand voneinander verteilt im Hohlraum zwischen den Tragplatten angeordnet sind und deren Länge etwa gleich der Länge der seitlichen Hochkanten von Tragplatten oder Wandplatten ist,
  • wobei die zwischen denselben zwei Tragplatten angeordneten und mit diesen unmittelbar verbundenen, etwa parallel zueinander und zu den Hochkanten der Tragplatten ausgerichteten Stützen mit gleichen Abständen eines bestimmten Rastermaßes voneinander entfernt angeordnet sind und wobei sich ein erster Abstand einer ersten Stütze von den nächstliegenden Hochkanten der mit dieser ersten Stütze unmittelbar verbundenen Tragplatten und ein zweiter Abstand einer letzten Stütze von den nächstliegenden Hochkanten der mit dieser letzten Stütze unmittelbar verbundenen Tragplatten zu vollem Rastermaß ergänzen,
  • wobei die Stützen ein geradliniges Mittelprofil mit im wesentlichen rechteckigem Querschnitt aufweisen und zwischen den Tragplatten etwa rechtwinklig dazu ausgerichtete Stützwände bilden, die den Hohlraum zwischen den Tragplatten in Kammern etwa gleicher Länge und Breite unterteilen und
  • wobei die Stützen entlang ihrer Randseiten Federprofle, vorzugsweise Schwalbenschwanzprofile aufweisen, die in etwa gegengleiche Nuten, vorzugsweise entsprechende Schwalbenschwanznuten an den inneren Oberflächen der Tragplatten eingreifen und so eine einfach formschlüssige Feder-Nut-Verbindung bzw. eine zweifach formschlüssige-Schwalbenschwanzverbindung zwischen Stützen und Tragplatten bilden.
The invention relates to a timber component for producing flat structures, in particular for the construction of erected building walls
  • with approximately the same rectangular, approximately parallel to each other aligned support plates which are held by Zwischeneiementen at a distance from each other and in projection normal to their major surfaces overlapping each other and cover a cavity between them,
  • with approximately the same rectangular, approximately parallel to each other aligned wall plates which are mounted in projection normal to their major surfaces overlapping each other on the outer sides of the support plates and are about the same or slightly smaller than the support plates,
  • wherein both the support plates and the wall panels on the finished structure approximately horizontally oriented, mutually approximately parallel longitudinal edges and laterally on the finished structure have approximately vertically aligned, mutually approximately parallel edges,
  • wherein the wall panels are arranged offset to the support plates with respect to their longitudinal edges and with respect to their edges so that by longitudinal edges and edges of the support plates on the one hand and by remote longitudinal edges and edges of the wall panels on the other hand limited exposed longitudinal edges and high edges of the support plates, the flanks of two approximately at right angles form directed Patrizen- or spring profiles and that opposite, over longitudinal edges of the support plates protruding longitudinal edges of the wall panels and opposite, over edges of the support plates protruding high edges of the wall panels, the flanks of two approximately at right angles to each other directed Matrizen- or groove profiles approximately the same as the Patrizen - or form spring profiles,
  • which intermediate elements have rod-like elongated supports which are arranged approximately parallel to the longitudinal edges of the support plates and approximately perpendicular to each other and to the longitudinal edges of the support plates and approximately equally spaced distributed in the cavity between the support plates and whose length is approximately equal to the length of the side edges of support plates or wall plates,
  • the arranged between the same two support plates and directly connected thereto, approximately parallel to each other and to the edges of the support plates aligned columns are arranged at equal intervals of a certain pitch away from each other and wherein a first distance of a first support from the nearest edges of this complement the first support directly connected support plates and a second distance of a last support from the nearest vertical edges of the directly connected to this last support support plates to full pitch,
  • wherein the supports have a rectilinear central profile with a substantially rectangular cross-section and form between the support plates approximately at right angles aligned thereto support walls, which divide the cavity between the support plates in chambers of approximately the same length and width, and
  • wherein the supports along their edge sides Federprofle, preferably dovetail profiles which engage in approximately diametrically opposed grooves, preferably corresponding dovetail grooves on the inner surfaces of the support plates and so form a simple form-fitting tongue and groove connection or a double positive-dovetail connection between supports and support plates ,

Ein Holzbauelement der genannten Art ist durch DE 102 24 903 A1 , durch WO 2003 102 325 A3 und durch EP 1 511 906 bekannt geworden. Andere Dokumente des Standes der Technik, beispielsweise EP 0383 693 A1 und US 4 854 103 A und AU 500 292 B2 und WO 95 207 09 A , betreffen Bauelemente zur Errichtung von Gebäudewänden aus hauptsächlich mineralischen Werkstoffen wie Beton. Diese Bauelemente mineralischer Art weisen zwar einige konstruktive Merkmale gleich Merkmalen der bekannten Holzbauelemente auf. Sie genügen aber nicht den besonderen Erfordernissen der Errichtung von Bauwerken aus Holzwerkstoff.A wooden component of the type mentioned is through DE 102 24 903 A1 , by WO 2003 102 325 A3 and through EP 1 511 906 known. Other prior art documents, for example EP 0383 693 A1 and US 4,854,103 A and AU 500 292 B2 and WO 95 207 09 A , concern components for the construction of building walls of mainly mineral materials such as concrete. Although these structural elements of mineral type have some design features the same characteristics of the known timber components. But they do not meet the special requirements of the construction of structures made of wood-based material.

Gegenstand der Erfindung ist auch ein Eckbauelement für den Einsatz in einem Bausatz und einem Bauwerk in Verbindung mit Holzbauslementen der genannten Art. Das erfindungsgemäße Bauwerk weist Eckbauelemente und Holzbauelemente in besonderem Einsatz mit Isoliermaterialien auf.The invention also provides a corner element for use in a kit and a building in connection with Holzbauslementen of the type mentioned. The building according to the invention has corner elements and wood components in particular use with insulating materials.

Holzbauelemente der genannten Art sind ursprünglich für Bauwerke mit besonders vorteilhaften thermodynamischen Eigenschaften bezüglich der Wärme- und Dampfdurchlässigkeit ihrer Gebäudewände bestimmt. Sie lassen sich mit geringem wirtschaftlichem Aufwand an Material und Arbeitskraft herstellen und haben sich zum Aufbau von Gebäuden in Gegenden mit gemäßigten Gefährdungen bestens bewährt. Besondere Einflüsse der Erdbewegung (Tektonik), der Witterung, der Industrie und des Verkehrs oder kriegerischer Erschütterungen, beispielsweise Gefährdungen durch Erdstösse, Wassereinbruch, Wirbelstürme bzw. Tornados und willkürlich herbeigeführter Vorgänge im Umfeld erfordem besondere Eigenschaften, die man an Bauwerken der anfangs genannten Art bisher nur bedingt und nut mit erheblichem wirtschaftlichen Aufwand hat verwirklichen können. Der Erfindung liegt nun allgemein die: Aufgabe zugrunde, Bauwerke zu schaffen, die mit geringem wirtschaftlichem Aufwand errichtet werden können, dauerhaft hohen bauphysikalischen Erfordernissen genügen und insbesondere den genannten Gefährdungen widerstehen.Timber components of the type mentioned are originally intended for buildings with particularly advantageous thermodynamic properties with respect to the heat and vapor permeability of their building walls. They can be produced with little economic effort on material and labor and have proven to be the best for the construction of buildings in areas with moderate hazards. Special influences of the Earth's movement (tectonics), the weather, the industry and the traffic or warlike shocks, for example, threats of earthquakes, ingress of water, hurricanes or tornadoes and arbitrarily brought about Operations in the environment require special properties that have been able to realize structures of the type mentioned initially only limited and nut with considerable economic effort. The invention is now the general task: to create buildings that can be built with little economic effort, permanently meet high building physics requirements and in particular to withstand the above-mentioned hazards.

Sowohl auf dem Versuehsfeld als auch im gewerblichen Einsatz von bekannten Holzbauelementen der genannten Art hat man festgestellt, wie zu erwarten war, dass die Verbindung zwischen einander benachbarten Holzbauelementen in Gebäudewänden gegenüber mechanischen Eihflüsseh in Richtung normal zu den Gebäudewänden sehr widerstandsfähig ist und selbst den strengsten Erfordernissen größter Gefährdungen genügt, Allerdings hat sich auch herausgestellt, dass an Gebäuden in gefährlichem Umfeld auch besonders große mechanische Kräfte auftreten können, die in Richtung längs der Gebäudewände gerichtet sind und die Verbindung zwischen den einander benachbarten Holzbauelementen hoch belasten. Demnach besteht eine besondere Aufgabe der Erfindung darin, das bekannte Hotzbauetement ohne Verlust seiner vorteilhaften Eigenschaften so weiter zu entwickeln, dass es mit Holzbauelementen gleicher Art ohne besonderen wirtschaftlichen Aufwand an Material und Arbeitskraft in Gebäudewänden verbunden werden kann, die der Einwirkung großer Kräfte in allen Dichtungen, insbesondere auch der Einwirkung großer Schubkräfte in Richtung längs der Gebäudewände widerstehen.Both on the Versuehsfeld as well as in the commercial use of known wood components of the type mentioned has been found, as was expected that the connection between adjacent timber components in building walls against mechanical Eihflußh in the direction normal to the building walls is very resistant and even the strictest requirements However, it has also been found that particularly large mechanical forces can occur on buildings in a dangerous environment, which are directed in the direction of the building walls and load the connection between the adjacent timber components highly. Accordingly, a particular object of the invention is to develop the known Hotzbauetement without loss of its advantageous properties so that it can be connected to wooden components of the same kind without special economic effort of material and labor in building walls, the action of large forces in all seals , In particular, the action of large shear forces in the direction along the building walls resist.

Die erfinderische Lösung der besonderen technischen Aufgabe ist im beigefügten Patentanspruch 1 angegeben. Demnach bestehen bei dem Holzbauelement der anfangs genannten Art die wesentlichen erfinderischen Merkmale darin,

  • dass die zu den Hochkanten der Tragplatten etwa parallel ausgerichteten und etwa gleich langen Stützen gleichmäßig in Bezug auf die Längskanten der Tragplatten versetzt angeordnet sind, mit ihren Federprofilen entlang ihrer Randseiten teilweise in die gleich langen gegengleichen Nuten an den Tragplatten eingreifen und so die einander gegenüberliegenden Tragplatten teilweise miteinander verbinden,
  • dass die Stützen etwa gleich lange freie Endstücke mit gleich langen freien Federprofilen aufweisen, die gleichmäßig über eine erste von zwei Längsstimseiten der einander gegenüber liegenden Tragplatten hinaus ragen, welche Längsstirnseiten jeweils von den zwei einander nächstliegenden Längskanten der Tragplatten begrenzt sind, und
  • dass die den Federprofilen an den Randseiten der Stützen etwa gegengleichen Nuten, vorzugsweise Schwalbenschwanznuten in den Tragplatten freie Endstücke aufweisen, die von einer zweiten der zwei Längsstimseiten der einander gegenüber liegenden Tragplatten aus zugänglich und dazu bestimmt sind, am fertigen Bauwerk jeweils das freie Federprofil, vorzugsweise das Schwalbenschwanzprofil eines der freien Endstücke von Stützen eines benachbarten Hölzbauelements gleicher Art aufzunehmen.
The inventive solution of the particular technical problem is indicated in the appended claim 1. Accordingly, in the timber element of the type mentioned at the outset, the essential inventive features are
  • that the approximately parallel to the edges of the support plates and approximately equally long supports are arranged offset evenly with respect to the longitudinal edges of the support plates, with their spring profiles along their edge sides partially engage in the same length equal opposite grooves on the support plates and so the opposing support plates partially connect with each other,
  • that the supports have about the same length free end pieces with equal length free spring profiles which project uniformly beyond a first of two Längsstimseiten the opposing support plates out, which longitudinal end faces are each bounded by the two nearest longitudinal edges of the support plates, and
  • that the spring profiles on the edge sides of the supports approximately diametrically opposed grooves, preferably dovetail grooves in the support plates have free end pieces of a second of the two Längsstimseiten of each other lying support plates accessible and are intended to record on the finished structure in each case the free spring profile, preferably the dovetail profile of the free end pieces of supports of a neighboring Hölzbauelements same kind.

Erfindungsgemäß greifen die Federprofile der Stützen eines Holzbauelements nur noch teilweise in die sonst gleich langen gegengleichen Nuten der Trägplatten desselben Holzbauelements. Die Tragplatten eines einzelnen erfindungsgemäßen Holzbauelements sind also nicht mehr ebenso fest miteinander verbunden wie die Tragplatten des bekannten und bisher eingesetzten Holzbauelements vor dessen erfindungsgemäßer Weiterentwicklung. Die erfordeliche Festigkeit zwischen den Tragplatten eines erfindungsgemäßen Holzbauelements entsteht aber trotzdem in Verbindung mit benachbarten gleichen Holzbauelementen in fertigen Gebäudewänden dadurch, dass in den Hohlraum des einen Holzbauelements die freien Endstücke der Stützen eines benachbarten Holzbauelements, hineinragen und die freien Federprofile an den freien Endstücken der Stützen des benachbarten Holzbauelements in die freien Endstücke der gegengleichen, Nuten an den Tragplatten des einen Holzbauelements eingreifen. Wenn Feder und Nut an Stüten beziehungsweise Tragplatten ein Schwalbenschwanzprofil aufweisen, entsteht die feste Verbindung zwischen einander gegenüber liegenden Tragplatten ohne den Einsatz von Leim.According to grab the spring profiles of the supports of a timber component only partially in the otherwise equal long opposite grooves of the support plates of the same timber component. The support plates of a single timber component according to the invention are therefore not as firmly connected to each other as the support plates of the known and previously used timber component prior to its inventive development. The erfordereliche strength between the support plates of a timber component according to the invention, however, arises in connection with adjacent identical wood components in finished building walls in that in the cavity of a timber component, the free end pieces of the supports of an adjacent timber component, protrude and the free spring profiles at the free end pieces of the supports the adjacent timber component in the free end of the opposite, grooves on the support plates of a timber component engage. If spring and groove on studs or support plates have a dovetail profile, the solid connection between each other opposite support plates without the use of glue.

Über die freien Endstücke der Nuten in den Tragplatten des einen Holzbauelements und über die darin eingreifenden freien Federprofile der freien Endstücke der Stützen des benachbarten Holzbauelements werden jedenfalls Schubkräfte in Richtung entlang der Gebäudewände wirksam vom einen Holzbauelement auf das benachbarte Holzbauelement übertragen. Für die Übertragung von Kräften, beispielsweise Winddruck in Richtung normal auf Gebäudewände sind erfindungsgemäß wie bisher bei den durch die Erfindung weiterentwickelten Holzbauelementen die frei liegenden Längsränder und Hochränder der Tragplatten des einen Holzbauelements zwischen den Flanken der Längsränder und Hochränder von Wandplatten benachbarter Holzbauelemente vorgesehen. In der erfindungsgemäßen Weiterentwicklung der bekannten Holzbauelemente sind deren technischen und wirtschaftlichen Vorteile völlig erhalten geblieben und durch weitere technische Vorteile ergänzt worden.In any case, shear forces in the direction along the building walls are effectively transferred from the one timber component to the adjacent timber component via the free end pieces of the grooves in the support plates of a timber component and the engaging therein free spring profiles of the free end pieces of the supports of the adjacent timber component. For the transmission of forces, such as wind pressure in the direction of normal on building walls are provided according to the invention as previously in the further developed by the invention timber components, the exposed longitudinal edges and high edges of the support plates of a timber component between the edges of the longitudinal edges and high edges of wall panels adjacent timber components. In the further development of the known timber construction elements according to the invention, their technical and economic advantages have been completely preserved and supplemented by further technical advantages.

Die Übertragung von Schubkräften in Richtung entlang einer Gebäudewand von einem Holzbauelement auf ein benachbartes Holzbauelement ist zwar eine bekannte technische Aufgabe und war schon angestrebtes Ziel bekannter Techniken. Beispielsweise gemäß EP 0744507 B1 und in WO 97/39204 sollen solche Schubkräfte in Längsrichtung durch Vorsprünge oder Zapfen an den einen Enden so genannter Modülkerne eines Holzbauelements in Verbindung mit Nuten oder Löchern an den anderen Enden gleicher Modulkeme benachbarter Holzbauelemente übertragen werden. Diese Modulkerne sind allerdings aus mehreren Teilen zusammengesetzt und jedenfalls nur mit großem wirtschaftlichem Aufwand an Material, Formgebung und Arbeitskraft herzustellen; Demgegenüber findet die erfindungsgemäße Übertragung von Schubkräften in Längsrichtung von sehr einfach herstellbaren und einsetzbaren Stützen eines Holzbauelements unmittelbar auf ebenso einfach herstellbare Tragplatten benachbarter Holzbauelemente statt. Anders als im angegebenen Stand der Technik bilden die erfindungsgemäßen Stützen und Tragplatten und Wandplatten eine überraschend wirtschaftlich herstellbare Kombination und entfalten besonders zweckmäßige funktionelle Wechselwirkungen der Baustatik.Although the transmission of shear forces in the direction along a building wall from a timber component to an adjacent timber component is a known technical task and has already been the objective of known techniques. For example, according to EP 0744507 B1 and in WO 97/39204 should such shear forces in the longitudinal direction Projections or pins are transmitted to the one ends of so-called Modülkerne a timber component in conjunction with grooves or holes at the other ends of the same Modulkeme adjacent timber components. However, these module cores are composed of several parts and in any case only with great economic effort to produce material, shape and manpower; In contrast, the inventive transmission of shear forces in the longitudinal direction of very easy to produce and usable supports of a timber component takes place directly on just as easily produced support plates adjacent timber components. Unlike in the cited prior art, the supports and support plates and wall panels according to the invention form a surprisingly economically producible combination and develop particularly useful functional interactions of the structural design.

In die Hohlräume zwischen den Tragplatten erfindunggemäßer Holzbauelemente ohne besondere Einrichtungen fassen sich zwar während der Errichtung von Bauwerken einzelne Installationskanäle für Elektrizität, Gas, Frisch- und Abwasser, Tetekommunikation oder dergleichen einbauen und schließlich in Isolierwerkstoffe einbetten wenn solche Installationskanäle rechtzeitig vor Errichtung der Bauwerke eingeplant sind Allerdings werden die meisten Installationen erst nach Errichtung der Bauwerke geplant und müssen dann an den Außenseiten der die Tragplatten überdeckenden Wandplatten befestigt und von einer weiteren Putzwand überdeckt werden.In the cavities between the support plates erfindunggemäßer timber components without special facilities hold while installation of buildings individual installation channels for electricity, gas, fresh and sewage, Tetekommunikation or the like and finally embed in insulating materials if such installation channels are scheduled in good time before the construction of the structures However, most installations are planned only after the construction of the structures and must then be attached to the outer sides of the support plates covering wall panels and covered by another plaster wall.

Im Interesse der Wirtschaftlichkeit ist auch die Funktion des erfindungsgemäßen Holzbauelements als Träger der üblichen Installationen zu berücksichtigen. Daraus ergibt sich für die Weiterentwicklung der Erfindung die besondere Aufgabe, im Hohlraum zwischen den Tragplatten beliebig ohne besondere Vorplanung brauchbare Installationsräume von Isolationsräumen abzugrenzen derart, dass die in Bauwerken üblichen Installationen ohne zusätzlich überdeckende Putzwände eingerichtet und später ohne weiteres untersucht und ersetzt werden können. Die wesentlichen Merkmale der erfinderischen Lösung dieser besonderen Aufgabe sind in den beigefügten Patentansprüchen 2 bis 6 angegeben.In the interest of economy and the function of the timber component according to the invention is to be considered as a carrier of the usual installations. It follows for the further development of the invention, the particular task in the cavity between the support plates arbitrarily delimit without special pre-planning installation space of isolation rooms such that the usual installations in buildings without additional covering plaster walls set up and later easily examined and replaced. The essential features of the inventive solution to this particular problem are indicated in the appended claims 2 to 6.

Ganz allgemein besteht die Lösung der Aufgabe betreffend dauerhafte Installationsräume darin, dass zwischen die Stützen etwa parallel zu den Tragplatten ausgerichtete Zwischenwände einsetzbar sind, die am fertigen Bauwerk etwa horizontal ausgerichtete Längskanten und vertikal ausgerichtete Hochkanten aufweisen und beiderseits längs ihrer vertikalen Hochkanten an den einander zugekehrten Stützwänden der Stützen gehalten sind. Diese Zwischenwände sollen inneren Tragplatten und Wandplatten zugekehrte Installationsräume mit geringer Tiefe von äußeren Tragplatten und Wandplatten zugekehrte Isolationsräumen abtrennen, die äußeren Tragplatten und Wandplatten zugekehrt sind und große Tiefe aufweisen. Vorzugsweise sind die Zwischenwände mit entlang ihrer Hochkanten verlaufenden Hochrändern ausgebildet, die in Nuten an den Stützwänden der Stützen einzugreifen bestimmt sind: Die Nuten an den Stützwänden- sollten zweckmäßig zur Aufnahme der Hochränder von Zwischenwänden aus Holzfaserplatten eine Öffnungsweite im Bereich von 3 bis 8 Millimeter aufweisen. Sie sollten außerdem zweckmäßig von einer inneren Tragplatte einen Abstand von 20 bis 30 Millimeter, vorzugsweise von 20 bis 25 Millimeter, und von einer äußeren Tragplatte einen Abstand von 150 bis 250 Millimeter, vorzugsweise etwa 200 Millimeter aufweisen.More generally, the solution to the problem regarding permanent installation spaces is that between the columns about parallel to the support plates aligned intermediate walls are used, which have approximately horizontally oriented longitudinal edges and vertically oriented edges on the finished structure and on both sides along their vertical edges on the mutually facing support walls the supports are held. These partitions are to face inner support plates and wall panels Separate installation spaces with shallow depth of outer support plates and wall panels facing isolation rooms, the outer support plates and wall plates are facing and have great depth. Preferably, the intermediate walls are formed with high edges running along their edges, which are intended to engage in grooves on the support walls of the supports: The grooves on the Stützwänden- should expedient to accommodate the high edges of partitions of wood fiber panels have an opening width in the range of 3 to 8 millimeters , You should also expedient from an inner support plate a distance of 20 to 30 millimeters, preferably from 20 to 25 millimeters, and from an outer support plate at a distance of 150 to 250 millimeters, preferably about 200 millimeters.

Auf die besonderen Erfordernisse des erfindungsgemäßen Holzbauelements abgestimmt weisen die im wesentlichen rechteckig ausgebildeten Zwischenwände seitliche Hochkanten mit einer Länge gleich der Länge der Stützen auf und sind zwischen die Stützen derart eingesetzt, dass ihre Längskanten bündig zu den Enden der Stützen angeordnet sind Die so angeordneten Zwischenwände stören den Aufbau einer Gebäudewand durch Zusammenfügen der Holzbauelemente nicht. Eine vollständige Abgrenzung von Installationsräumen gegenüber Isolationsräumen entsteht so allerdings erst durch die Verbindung der Holzbauelemente miteinander zu einer fertigen Gebäudewand.Tuned to the particular requirements of the timber component according to the invention, the substantially rectangular intermediate walls have lateral edges with a length equal to the length of the supports and are inserted between the supports such that their longitudinal edges are arranged flush with the ends of the supports interfere with the intermediate walls so arranged the construction of a building wall by joining the timber components not. A complete demarcation of installation rooms compared to isolation rooms, however, arises so only by the connection of the timber components together to form a finished building wall.

Erfindungsgemäße Holzbauelemente lassen sich gewerblich besonders vorteilhaft in Verbindung mit besonders angepassten Eckbauelementen verwerten, deren wesentlichen erfinderischen Merkmale in den beigefügten Ansprüchen 7 und 8 angegeben sind. Ein weiterer besonders vorteilhafter Einsatz erfindungsgemäßer Holzbauelemente besteht in einem Bauwerk mit den erfindungsgemäßen Merkmalen gemäß beigefügten Ansprüchen 9 und 10.Wood structural elements according to the invention can be used to particular advantage commercially in connection with particularly adapted corner elements whose essential inventive features are indicated in the appended claims 7 and 8. Another particularly advantageous use of wooden construction elements according to the invention consists in a building having the features according to the invention according to appended claims 9 and 10.

Die Erfindung wird nun an Beispielen besonderer Ausführungsarten mit Hilfe beigefügter Zeichnungen näher erläutert. In den Zeichnungen stellen schematisch dar:

  • Figur 1: einen Ausschnitt aus der perspektivischen Ansicht eines erfindungsgemäßen Holzbauelements ;
  • Figur 2: die Vorderansicht eines Holzbauelements der Art nach Figur 1 in Richtung normal zu den Hauptflächen von Wandplatten und Tragplatten.;
  • Figur 3: die Seitenansicht einer ersten Ausführungsart des erfindungsgemäßen Holzbauelements in Richtung normal auf die Stützwände von Stützen;
  • Figur 4: die Seitenansicht einer zweiten Ausführungsart des erfindungsgemäßen Holzbauelements in Richtung normal auf die Stützwände von Stützen;
  • Figur 5: die Draufsicht auf ein Holzbauelement der Art nach den Figuren 1 bis 4 mit eingesetzte Zwischenwänden zur Abteilung von Installationsräumen gegenüber Isolationsräumen;
  • Figur 6: die Ansicht eines Querschnitts durch ein Eckbauelement für den Einsatz in einem erfindungsemäßen Bausatz und einem erfindungsgemäßen Bauwerk gemeinsam mit Holzbauelementen der Art nach der nach Figuren 1 bis 5 und
  • Figur 7: einen Ausschnitt aus der Vorderansicht des Echbauelements nach Figur 6.
The invention will now be described in more detail by way of examples of particular embodiments with the aid of attached drawings. In the drawings represent schematically:
  • FIG. 1 a section of the perspective view of a timber component according to the invention;
  • FIG. 2 : the front view of a wooden component of the kind FIG. 1 in the direction normal to the major surfaces of wall panels and support panels .;
  • FIG. 3 : the side view of a first embodiment of the timber component according to the invention in the direction normal to the supporting walls of columns;
  • FIG. 4 : the side view of a second embodiment of the timber component according to the invention in the direction normal to the supporting walls of columns;
  • FIG. 5 : the top view on a wooden construction element of the kind after FIGS. 1 to 4 with partitions inserted to the department of installation rooms opposite isolation rooms;
  • FIG. 6 : The view of a cross section through a corner element for use in a kit according to the invention and a building according to the invention together with wooden elements of the type according to the FIGS. 1 to 5 and
  • FIG. 7 : a detail of the front view of the Echbauelements after FIG. 6 ,

Gleiche und gleichartige Bestandteile des erfindungsgemäßen Holzbauelements und des erfindungsgemäßen Eckbauelements sind in allen Figuren der Zeichnungen mit gleichen Bezugszeichen versehen und werden in der folgenden Beschreibung für alle in den Zeichnungen schematisch dargestellten Ausführungsarten gemeinsam erläutert.Identical and similar components of the timber component according to the invention and the corner element according to the invention are provided with the same reference numerals in all figures of the drawings and will be explained in the following description for all embodiments schematically illustrated in the drawings.

Die in den Figuren 1 bis 5 dargestellten Holzbauelemente weisen zwei Tragplatten 1 und 2 auf, die etwa flächengleich rechteckig ausgebildet, etwa parallel zueinander ausgerichtet, mit Abstand voneinander und in Projektion normal zu ihren Hauptflächen einander überdeckend angeordnet sind. Flächengleich rechteckige, in Projektion normal zu ihren Hauptflächen einander überdeckende Wandplatten 3 und 4 sind an je einer der äußeren-Hauptflächen der Tragplatten befestigt. Die Wandplatten weisen Hauptflächen auf, die gleich oder geringfügig kleiner als die Hauptflächen der Tragplatten sind. Sowohl die Tragplatten als auch die Wandplatten weisen am fertigen Bauwerk etwa horizontal ausgerichtete, zueinander etwa parallele Längskanten und seitlich am fertigen Bauwerk etwa vertikal ausgerichtete, zueinander etwa parallele Hochkanten auf. Die Wandplatten sind gegenüber den Tragplatten derart versetzt angeordnet, dass zueinander etwa parallele Längskanten der Tragplatten und Wandplatten einerseits einen freien Längsrand 5 an den äußeren Oberflächen der Tragplatten und andererseits einen freien Längsrand 6 an den inneren Oberflächen der Wandplatten begrenzern. Außerdem sind die Wandplatten gegenüber den Tragplatten auch derart versetzt, dass zueinander etwa parallele Hochkanten der Tragplatten und Wandplatten einerseits einen freien Hochrand 7 an den äußeren Oberflächen der Tragplatten und andererseits einen freien Hochrand 8 an den inneren Oberflächen der Wandplatten begrenzen.The in the FIGS. 1 to 5 illustrated timber components have two support plates 1 and 2, which are approximately the same area rectangular, approximately parallel to each other, spaced apart and in projection normal to their major surfaces are arranged overlapping each other. Flat rectangular, in projection normal to their major surfaces each other covering wall plates 3 and 4 are attached to each one of the outer major surfaces of the support plates. The wall panels have major surfaces that are equal to or slightly smaller than the major surfaces of the support plates. Both the support plates and the wall panels have on the finished structure about horizontally aligned, mutually approximately parallel longitudinal edges and laterally on the finished structure about vertically aligned, mutually approximately parallel edges. The wall panels are arranged offset relative to the support plates such that approximately parallel longitudinal edges of the support plates and wall plates on the one hand delimit a free longitudinal edge 5 on the outer surfaces of the support plates and on the other hand, a free longitudinal edge 6 on the inner surfaces of the wall panels. In addition, the wall panels relative to the support plates are also offset such that mutually approximately parallel edges of the support plates and wall plates on the one hand limit a free high edge 7 on the outer surfaces of the support plates and on the other hand, a free high edge 8 on the inner surfaces of the wall panels.

Die Tragplatten 1 und 2 der in den Figuren 1 bis 5 dargestellten Holzbauelemente werden von vier stabartig langgestreckten Stützen 9 mit Abstand voneinander gehalten. Die Stützen sind zueinander und zu seitlichen Hochkanten der Tragplatten etwa parallel und zu den Längskanten der Tragplatten etwa senkrecht-ausgerichtet und in einer Reihe mit gleichen Abständen zueinander angeordnet. Diese Abstände bestimmen ein Rastermaß, das wieder durch die Summe der Abstände der beiden äußeren Stützen in der Reihe zu den ihnen nächstliegenden Hochkanten der Tragplatten hergestellt wird.The support plates 1 and 2 in the FIGS. 1 to 5 shown timber components are held by four rod-like elongated supports 9 at a distance from each other. The supports are approximately parallel to each other and to the side edges of the support plates and to the Longitudinal edges of the support plates approximately perpendicular-aligned and arranged in a row at equal distances from each other. These distances determine a grid, which is again made by the sum of the distances between the two outer columns in the row to their nearest vertical edges of the support plates.

Die Stützen 9 weisen ein geradliniges. Mittelprofil mit im wesentlichen rechteckigem Querschnitt auf und bilden zwischen den Trägplatten etwa rechtwinklig dazu ausgerichtete Stützwände 10, die den Hohlraum zwischen den Tagplatten in Kammern etwa gleicher Länge und Breite unterteilen. An diesen Stützwänden können zu den Tragplatten etwa parallel ausgerichtete Schwalbenschwanznuten 11 vorgesehen sein, in die zeichnerisch nicht dargestellte Riegel zum Verbinden benachbarter Holzbauelemente einzusetzen sind.The supports 9 have a straight line. Central profile with a substantially rectangular cross-section and form between the support plates approximately at right angles to aligned support walls 10, which divide the cavity between the Tagplatten in chambers about the same length and width. At these support walls can be provided to the support plates approximately parallel aligned dovetail grooves 11, are used in the drawing not shown latch for connecting adjacent timber components.

Die Stützen 9 weisen entlang ihrer Randseiten Schwalbenschwanzprofile 12 auf, die in etwa gegengleiche Schwalbenschwanznuten 13 an den inneren Oberflächen der Tragplatten 1 und 2 eingreifen und so eine zweifach formschlüssige Verbindung zwischen Stützen und Tragplatten bilden.The supports 9 have along their edge sides dovetail profiles 12 which engage approximately equal dovetail grooves 13 on the inner surfaces of the support plates 1 and 2 and thus form a two-fold positive connection between supports and support plates.

Die Figuren 1 bis 3 der Zeichnungen lassen erkennen, dass die zu den Hochkanten der Tragplatten 1 und 2 etwa parallel ausgerichteten und etwa gleich langen Stützen 9 gleichmäßig in Bezug auf die Längskanten der Tragplatten 1 und 2 nach oben versetzt angeordnet sind, mit ihren Schwalbenschwanzprofilen 12 entlang ihrer Randseiten nur teilweise in die gleich langen gegengleichen Schwalbenschwanznuten 13 an den Tragplatten eingreifen und so die einander gegenüberliegenden Tragplatten nur teilweise miteinander verbinden. Die Stützen weisen etwa gleich lange freie Endstücke mit gleich langen freien Schwalbenschwanzprofilen auf, die gleichmäßig über eine obere, von den oberen Längskanten der Tragplatten begrenzte Längsstirnseite 14 hinausragen. Durch die Versetzung der Stützen in Bezug auf die Längskanten de Tragplatten bleiben gleich lange Endstücke der Schwalbenschwanznuten 13 an den inneren Oberflächen der Tragplatten frei. Diese Endstücke diese Endstücke sind von einer unteren, durch die unteren Längskanten der Tragplatten begrenzte Längsstimseite 15 aus zugänglich und dazu bestimmt, die freien Schwalbenschwanzprofile der freien Endstücke von Stützen benachbarter Holzbauelemente im Verbund einer fertigen Gebäudewand aufzunehmen.The FIGS. 1 to 3 The drawings show that the approximately perpendicular to the edges of the support plates 1 and 2 and approximately equally long supports 9 are arranged offset evenly with respect to the longitudinal edges of the support plates 1 and 2 upwards, with their dovetail profiles 12 along its edge sides only partially engage in the same length equal dovetail grooves 13 on the support plates and so connect the opposing support plates only partially together. The supports have about the same length free end pieces with equal long free dovetail profiles, which protrude evenly over an upper, limited by the upper longitudinal edges of the support plates longitudinal end face 14. By the displacement of the supports with respect to the longitudinal edges de support plates remain the same length end pieces of the dovetail grooves 13 on the inner surfaces of the support plates free. These end pieces of these end pieces are accessible from a lower, limited by the lower longitudinal edges of the support plates Längsstimseite 15 and destined to receive the free dovetail profiles of the free end pieces of supports adjacent timber components in the composite of a finished building wall.

Aus Figur 4 der Zeichnungen geht eine abgewandelte Ausführungsart des erfindungsgemäßen Holzbauelements hervor. Ähnlich wie in der Ausführungsart nach Figuren 1 bis 3 der Zeichnungen sind die zu den Hochkanten der Tragplatten 1 und 2 etwa parallel ausgerichteten und etwa gleich langen Stützen 9 gleichmäßig in Bezug auf die Längskanten der Tragplatten 1 und 2 versetzt angeordnet. Sie greifen mit ihren Schwatbenschwanzprofilen entlang ihrer Randseiten nur teilweise in die gleich langen gegengleichen Schwalbenschwanznuten 13 an den Tragplatten ein und verbinden so die einander gegenüberliegenden Tragplatten nur teilweise miteinander. Die Stützen weisen auch etwa gleich lange freie Endstücke mit gleich fangen freien Schwalbenschwanzprofilen auf und lassen gleich lange Endstücke der Schwalbenschwanznuten 13 an den inneren Oberfächen der Tragplatten frei. Schließlich sind auch in der abgewandelten Ausführungsart nach Figur 4 die freien Endstücke der Nuten dazu bestimmt, die freien Schwalbenschwanzprofile der freien Endstücke von Stützen benachbarter Holzbauelemente im Verbund einer fertigen Gebäudewand aufzunehmen.Out FIG. 4 The drawings show a modified embodiment of the timber component according to the invention. Similar as in the embodiment of FIGS. 1 to 3 the drawings are to the edges of the support plates 1 and 2 approximately parallel aligned and approximately equally long supports 9 evenly with respect to the Longitudinal edges of the support plates 1 and 2 arranged offset. They engage with their Schwatbenschwanzprofilen along their edge sides only partially in the same length equal opposite Schwalbenschwanznuten 13 on the support plates and connect so the opposing support plates only partially together. The supports also have about the same length free end pieces with the same catch free dovetail profiles and leave the same length end pieces of the dovetail grooves 13 on the inner surfaces of the support plates free. Finally, according to the modified embodiment FIG. 4 the free end pieces of the grooves intended to receive the free dovetail profiles of the free end pieces of supports of adjacent timber components in the composite of a finished building wall.

Die Ausführungsart nach Figur 4 unterscheidet sich von derjenigen nach Figuren 1 bis 3 dadurch, dass die Stützen 9 in Bezug auf die Längskanten der Tragplatten 1 und 2 nicht nach oben sondern nach unten versetzt angeordnet sind. Ihre freien Endstücke mit den freien Schwalbenschwanzprofilen ragen dementsprechend nicht über die obere Längsstirnseite 14 sondern über die untere Längsstimseite 15 hinaus und die freien Endstücke der Schwalbenschwanznuten 13 sind von der oberen Längsstirnseite 14 her zugänglich. Diese abgewandelte Ausführungsart hat den Vorteil, dass sich die freien Endstücke der Stützen und deren freie Schwalbenschwanzprofile geschützt zwischen den freien Längsrändern 6 der Wandplatten befinden, die über die unteren Längskanten der Tragplatten hinausragen.The embodiment according to FIG. 4 differs from the one after FIGS. 1 to 3 in that the supports 9 are arranged not offset upwards but downwards with respect to the longitudinal edges of the support plates 1 and 2. Accordingly, their free end pieces with the free dovetail profiles do not protrude beyond the upper longitudinal end face 14 but beyond the lower longitudinal end face 15, and the free end pieces of the dovetail grooves 13 are accessible from the upper longitudinal end face 14. This modified embodiment has the advantage that the free end pieces of the supports and their free dovetail profiles are protected between the free longitudinal edges 6 of the wall panels, which protrude beyond the lower longitudinal edges of the support plates.

Das in Figur 5 dargestellte Holzbauelement weist etwa rechteckig ausgebildete Zwischenwände 16 auf, die zwischen die Stützen 9 eingesetzt und etwa parallel zu den Tragplatten 1 und 2 ausgerichtet sind und am fertigen Bauwerk etwa horizontal ausgerichtete Längskanten und vertikal ausgerichtete Hochkanten aufweisen. Die Längskanten der Zwischenwände sind um die Breite zweier Hochränder länger als der freie Abstand zwischen zwei Stützen. Diese Hochränder entlang der Hochkanten der Zwischenwände ragen in gegengleiche Nuten 17, die sich in den Stützwänden 10 der Stützen befinden. Durch die Verbindung zwischen Hochrändem und Nuten sind die Zwischenwände an den Stützen zwischen den Tragplatten festgelegt und trennen Installatiorisräume 18 geringer Tiefe von Isolationsräumen 19 großer Tiefe.This in FIG. 5 illustrated timber component has approximately rectangularly shaped intermediate walls 16 which are inserted between the supports 9 and approximately parallel to the support plates 1 and 2 are aligned and have approximately horizontally aligned longitudinal edges and vertically aligned edges on the finished structure. The longitudinal edges of the partitions are longer by the width of two high edges than the free distance between two columns. These high edges along the edges of the intermediate walls protrude into opposite grooves 17, which are located in the support walls 10 of the supports. Due to the connection between Hochrändem and grooves, the intermediate walls are fixed to the supports between the support plates and separate Installatiorisräume 18 shallow depth of isolation rooms 19 large depth.

Die Zwischenwände 16 des Holzbauelements nach Figur 5 sind vorzugsweise aus Holzfaserplatten hergestellt. Die Nuten 17 an den Stützwänden 10 weisen vorzugsweise eine Öffnungsweite im Bereich von 3 bis 8 Millimeter auf. Die Tiefe der Installationsräume beträgt entsprechend dem Abstand der Nuten von der einen Tragplatte 20 bis 30 Millimeter, vorzugsweise 20 bis 25 Millimeter. Entsprechend dem Abstand der Nuten von der anderen Tragplatte weisen die Isolationsräume eine Tiefe von 150 bis 250 Millimeter, vorzugsweise von etwa 200 Millimeter auf. Wenn die Längskanten der Zwischemwände zwischen den Stützen erfindungsgemäß bündig zu den Enden der Stützen angeordnet sind, nehmen die Zwischenwände nicht an einer formschlüssigen Verbindung zwischen benachbarten Hölzbauelementen teil und erfordern so weder besondere Genauigkeit ihrer Maße an Hochrändern und Nuten 17 noch besondere Aufmerksamkeit bei der Errichtung von Bauwerken.The intermediate walls 16 of the timber component after FIG. 5 are preferably made of wood fiber boards. The grooves 17 on the support walls 10 preferably have an opening width in the range of 3 to 8 millimeters. The depth of the installation rooms is according to the distance of the grooves of the one support plate 20 to 30 millimeters, preferably 20 to 25 millimeters. According to the distance of the grooves from the other support plate, the isolation spaces have a depth of 150 to 250 millimeters, preferably of about 200 millimeters. When the longitudinal edges of the intermediate walls between the supports according to the invention are arranged flush with the ends of the supports, the intermediate walls do not take part in a positive connection between adjacent Hölzbauelementen and so require no particular accuracy of their dimensions at high edges and grooves 17 still special attention in the establishment of buildings.

Die erfindungsgemäße Herstellung von statisch und thermodynamisch beständigen Bauwerken mit später frei verfügbaren Installationsräumen in ihren Wänden erfordert nur geringen wirtschaftlichen Aufwand. Die dafür eingesetzten Holzbauelemente müssen nicht mit besonders großen Raummaßen ausgebildet sein, weil schon die Installationsräume gemeinsam mit den Zwischenwänden, die erfindungsgemäß die Installationsräume von Isolationsräumen trennen, den Wärme- und Stöffübergang an den Bauwerken erheblich einschränken und so die Isolation der Isolationsräume ergänzen. Auch der Aufwand für Konstruktion, Material, Herstellung und Transport der Holzbauelemente zur Baustelle und der Arbeitseinsatz an der Baustelle zur Errichtung eines Bauwerks wird durch die erfindungsgemäße Herstellung der später frei verfügbaren Installationsräume in den Wänden nicht erheblich beeinflusst.The inventive production of static and thermodynamically resistant structures with later freely available installation spaces in their walls requires little economic effort. The wood components used for this purpose do not have to be designed with particularly large dimensions, because even the installation rooms, together with the partitions that separate the installation spaces of insulation according to the invention, significantly restrict the heat and Stöffübergang to the buildings and so complement the isolation of the isolation rooms. Also, the cost of construction, material, manufacturing and transport of wood components to the site and the labor input at the site for the construction of a building is not significantly affected by the inventive production of later freely available installation spaces in the walls.

Das in den Figuren 6 und 7 der Zeichnungen dargestellte Eckbauelement besteht darin, dass es eine im Querschnitt etwa quadratische Säule 20 aufweist, die im wesentlichen aus zwei einander gegenüber angeordnete Frontplatten 21 und 22 und zwei einander gegenüber angeordnete Seitenplatten 23 und 24 vorzugsweise aus Holzmaterial zusammengesetzt ist und einen Isolationsraum 25 für die Aufnahme von Isoliermaterial zwischen den Platten enthält. Die Frontplatten haben etwa eine Breite gleich dem Abstand der durch Stützen miteinander verbundenen Tragplatten eines Holzbauelements gemessen zwischen den äußeren Oberflächen der Tragplatten. Die Seitenplatten sind breiter als die Frontplatten und ragen mindestens einseitig mit frei liegenden Hochrändem 26 über die äußere Oberfläche der einen Frontplatte 21 hinaus. Die Breite der frei liegenden Hochränder 26 der Seitenplatten ist etwa gleich der Breite der frei liegenden Höchränder 7, 8 an den äußeren Oberflächen der Tragplatten 1, 2 eines Holzbauelements.That in the FIGS. 6 and 7 The Eckbauelement shown in the drawings is that it has a cross-sectionally approximately square column 20, which is composed essentially of two oppositely disposed front panels 21 and 22 and two oppositely disposed side plates 23 and 24 preferably made of wood material and an isolation space 25 for the Contains absorption of insulating material between the plates. The front panels are about a width equal to the distance between the support plates of a timber component connected by supports between the outer surfaces of the support plates. The side panels are wider than the front panels and project beyond the outer surface of one front panel 21 at least on one side with exposed high edges 26. The width of the exposed high edges 26 of the side plates is approximately equal to the width of the exposed Höchränder 7, 8 on the outer surfaces of the support plates 1, 2 of a timber component.

An der ersten Frontplatte 21 in der Mitte zwischen den frei liegenden Hochrändern 26 der Seitenplatten ist ein erster Verbindungspfosten 27 befestigt. Dieser Pfosten hat einen etwa rechteckigen Querschnitt mit einer Qüerschnittslänge etwa gleich dem Abstand der miteinander verbundenen Tragplatten, eines Holzbauelements gemessen zwischen den inneren Oberflächen der Tragplatten. An der einen Seitenplatte 23 in der Mitte zwischen am fertigen Bauwerk etwa vertikal ausgerichteten Hochkanten der Säule ist ein zweiter Verbindungspfosten 28 mit Maßen etwa gleich den Maßen des ersten Verbindungspfostens befestigt. Bei einem fertigen Bauwerk erstrecken sich die Verbindungspfosten entlang der Hochkanten der Tragplatten benachbarter Holzbauelemente. Sie ragen in den Hohlraum zwischen den Tragplatten und verbinden so formschlüssig die benachbarten Holzbauelemente mit dem Eckbauelement.At the first front panel 21 in the middle between the exposed high edges 26 of the side panels, a first connection post 27 is attached. This post has an approximately rectangular cross section with a Qüerschnittslänge approximately equal to the distance between the interconnected support plates, a timber component measured between the inner surfaces of the support plates. On the one side plate 23 in the middle between the finished structure about vertically aligned edges of the column, a second connecting post 28 is attached with dimensions approximately equal to the dimensions of the first connecting post. In a finished structure, the connection posts extend along the edges of the support plates of adjacent timber components. They protrude into the cavity between the support plates and thus positively connect the adjacent timber components with the corner component.

Die unteren Enden der Verbindungspfosten 27 und 28 haben vom unteren Ende der Säule 20 einen Abstand etwa gleich der Breite der freien Längsränder 5 und 6 an den Außenseiten der Tragplatten 1 und 2 bzw. an den Innenseiten der Wandplatten 3 und 4. In Figur 7 sind eine Bodenschwelle 29 im Querschnitt und eine dazu etwa im rechten Winkel ausgerichtete Bodenschwelle 30 in Seitenansicht schematisch vom Eckbauelement abgehoben dargestellt. Diese Bodenschwellen haben etwa eine Breite gleich dem Abstand der durch Stützen miteinander verbundenen Wandplatten (3, 4) eines Holzbauelements gemessen zwischen den inneren Oberflächen der Wandplatten. Ihre Höhe ist etwa gleich der Breite der freien Längsränder 5 und 6 an den äußeren Oberflächen der Tragplatten (1, 2) bzw. an den inneren Oberflächen der Wandplatten (3, 4) eines Holzbauelements. Diese Bodenschwellen sollen bei einem fertigen Bauwerk auf einem Fundamentboden etwa rechtwinklig zueinander ausgelegt und befestigt sein. Ihre auf ein Eck des Bauwerkes hin gerichteten Enden können unter den unteren Enden der Verbindungspfosten 27 bzw. 28 eines Eckbauelements liegen und diese Pfosten abstützen. Sie sind auch dazu bestimmt, beispielsweise bei Holzbauelementen der Ausführungsart nach den Figuren 1 bis 3 und 5 den Raum zwischen den Wandplatten und den unteren Längsstirnseiten 15 der Tragplatten auszufüllen, die Tragplatten abzustützen und so die am fertigen Bauwerk untersten Holzbauelemente mit dem Fundamentboden form- und kraftschlüssig zu verbinden. Mit nicht zeichnerisch dargestelltem Querschnittsprofil in Form von Stufen können sich Bodenschwellen erfindungsgemäß auch zwischen den Tragplatten (1, 2) bis zu den von den Längsstirnseiten 15 abgehobenen unteren Enden der Stützen 9 verstrecken und von diesen Stützen vertikale Kräfte zum Fundamentboden ableiten.The lower ends of the connecting posts 27 and 28 have a distance from the lower end of the column 20 approximately equal to the width of the free longitudinal edges 5 and 6 on the outer sides of the support plates 1 and 2 and on the inner sides of the wall plates 3 and 4. In FIG. 7 are a threshold 29 in cross-section and an approximately at right angles aligned threshold 38 shown in side view schematically lifted from the corner element. These sleepers have a width approximately equal to the distance between the wall plates (3, 4) of a timber component, which are interconnected by supports, between the inner surfaces of the wall panels. Their height is approximately equal to the width of the free longitudinal edges 5 and 6 on the outer surfaces of the support plates (1, 2) and on the inner surfaces of the wall panels (3, 4) of a timber component. These thresholds are to be designed and fixed at a finished structure on a foundation floor approximately at right angles to each other. Their directed towards a corner of the building end can be located under the lower ends of the connecting posts 27 and 28 of a Eckbauelements and support these posts. They are also intended, for example, in timber construction elements of the embodiment of the FIGS. 1 to 3 and 5 fill the space between the wall panels and the lower longitudinal end faces 15 of the support plates, support the support plates and so form-fitting and frictionally connect the bottom of the finished building timber elements with the foundation floor. With cross-sectional profile in the form of steps not shown in the drawing, according to the invention, ground sleepers can also stretch between the support plates (1, 2) to the lower ends of the supports 9 raised from the longitudinal end faces 15 and divert vertical forces to the foundation floor from these supports.

Holzbauelemente der Ausführungsart nach Figur 4 erfordern an fertigen Bauwerken den Einsatz von Bodenschwellen mit besonderem Querschnittsprofil. Solche Bodenschwellen sind hier zwar nicht dargestellt aber dem Fachmann aufgrund der Erklärungen zu den Bodenschwellen 29 und 30 in Gedanken nahe gelegt.Wooden construction elements of the embodiment according to FIG. 4 require the use of sleepers with special cross-sectional profile on finished structures. Although such thresholds are not shown here but close to the expert due to the explanations of the thresholds 29 and 30 in thought.

Erfindungsgemäße Holzbauelemente und Eckbauelemente werden zur Herstellung von Bauwerken dadurch erfinderisch benutzt, dass in die Isolationsräume der Eckbauelemente und der Holzbauelemente erste Isoliermaterialien mit unter dem Einfluss von Witterung und Erschütterung veränderlichem Volumen eingesetzt oder eingeschüttet oder eingeblasen oder unter Verkleinerung des Volumens eingestopft sind und dass mindestens ein dauerelastisches zweites Isoliermaterial mit möglichst gleich bleibender Elastizität und mit unter Pressung elastisch veränderlichem Volumen unter und / oder zwischen und/ oder über den ersten Isoliermaterialien angeordnet ist. Das zweite Isoliermaterial gleicht Schwund von Isoliermaterial an anderer Stelle aus und verhindert so die Bildung von Wärmebrücken durch Isolationsräume ohne Füllung mit isolierendem Material. Besonders ökologische Bedürfnisse können vorteilhaft damit befriedigt werden, dass als Isoliermaterial organische Naturwerkstoffe vorzugsweise Holzschnitzel oder Holzspäne, und mineralische Werkstoffe, vorzugsweise Gesteinsmehle oder granulate wie Tone, Sande und/oder Kiesel eingesetzt werden. Bei Einsatz eines der ersten Isolationsmaterialien der Art besonders dichten und schweren Stückguts, das selbsttragend formhaltige Haufen bildet, neben dem Einsatz weiterer erster Isolationsmaterialien mit besonders vorteilhaften thermodynamischen Eigenschaften bezüglich der Wärme- und Dampfdurchlässigkeit entstehen erfindungsgemäß Bauwerke, die nahezu jeder bekannten Gefährdung stand halten.Timber components and corner elements according to the invention are used for the manufacture of structures by the invention that in the insulation of Eckbauelemente and wooden components first insulating materials used under the influence of weather and vibration variable volume or poured or blown or stuffed with reduction of the volume and that at least one permanently elastic second insulating material with as constant as possible elasticity and under pressure elastically variable volume under and / or between and / or is arranged above the first insulating materials. The second insulating material compensates for leakage of insulating material elsewhere, thus preventing the formation of thermal bridges through insulating spaces without filling with insulating material. Particularly ecological needs can advantageously be satisfied that are used as insulating organic natural materials preferably wood chips or wood chips, and mineral materials, preferably minerals or granules such as clays, sands and / or pebbles. When using one of the first insulating materials of the type particularly dense and heavy piece goods that forms self-supporting heap, in addition to the use of other first insulation materials with particularly advantageous thermodynamic properties with respect to the heat and vapor permeability arise according to the invention structures that hold almost any known hazard.

Claims (10)

  1. Wooden structural component for the manufacture of flat structures, in particular for the construction of upright walls of buildings,
    - with rectangular base plates (1, 2) of roughly the same size, aligned roughly parallel to each other, which are held by intermediate members (9) at a distance from each other and overlapping each other in a projection normal to their main surfaces, and between themselves cover a cavity,
    - with rectangular wall panels (3, 4) of roughly the same size, aligned roughly parallel to each other, which are fixed in a projection normal to their main surfaces, overlapping each other on the outside of the base plates (1, 2), and which are roughly the same size or a slightly smaller than the base plates,
    - such that both the base plates (1, 2) and the wall panels (3, 4) on the finished structure feature longitudinal edges which are aligned roughly horizontal and are parallel to each other, and top edges on the side of the finished structure which are aligned roughly vertically and are roughly parallel to each other,
    - such that the wall panels (3, 4) are arranged to the base plates (1, 2) offset each other as regards their longitudinal edges and regards their top edges, such that
    - through longitudinal edges and top edges on the one hand, and through longitudinal edges and top edges of the wall panels removed from them on the other
    - bounded, exposed longitudinal frames (5) and top frames (7) on the outsides of the base plates form the sides of two male part or tongue joints arranged roughly at right angles to each other, and that longitudinal frames (6) on the insides of the wall panels lying opposite to each other and protruding over longitudinal edges of the base plates, and top frames (8) on the inside of the wall panels, lying opposite to each other and protruding over top edges of the base plates, form the sides of two female part or groove joints arranged roughly at right angles to each other, roughly as the opposites of the male part or tongue joints,
    - these intermediate members featuring rod-like, longitudinally-stretched supports (9) which are arranged roughly parallel to each other and to lateral top edges of the base plates (1, 2), and are arranged roughly perpendicular to the longitudinal edges of the base plates, and which are distributed at roughly the same distance from each other in the cavity between the base plates, and whose length is roughly the same as the length of the top edges of the base plates or wall panels on the side,
    - such that the supports (9) arranged between the same two base plates (1, 2) and joined directly to these, aligned roughly parallel to each other and to the top edges of the base plates, are arranged at the same distances as a specific grid dimension from each other, and such that a distance of a first support from the nearest top edge of the base plates directly joined to this first support, and a second distance of a last support to the nearest top edge of the base plate directly joined to this last support, complement each other to the full grid dimension,
    - such that the supports (9) feature a rectilinear mid-profile with essentially right-angled cross section and form retaining walls (10) between the base plates roughly at right angles to it, which subdivide the cavity between the base plates into chambers of roughly equal length and breadth and
    - such that the supports (9) feature tongue joints, preferably dovetail joints (12), along their edge sides, which fit into roughly equal and opposite grooves, preferably corresponding dovetail grooves (13) on the inner surface of the base plates (1, 2), and so form a form-fitting tongue-groove connection or a twofold form-fitting dovetail connection between supports and base plates,
    characterized in that
    - the supports (9) which are aligned roughly parallel to the top edges of the base plates (1, 2) and are of roughly equal length are consistently arranged offset in relation to the longitudinal edges of the base plates, with their tongue joints (12) along their edge sides partially engaged in the equal and opposite grooves (13) of equal length on the base plates, and so the base plates located opposite each other partially join to each other, in that
    - the supports (9) feature roughly equally long free end pieces with roughly equally long free tongue joints (12), which protrude consistently over a first (14) of two longitudinal front sides (14, 15) of base plates (1, 2) located opposite each other, these longitudinal front sides each being delimited by the two longitudinal edges of the base plates located nearest each other, and in that
    - the grooves roughly equal and opposite to the tongue joints (12) on the edge sides of the supports (9), preferably dove tail grooves (13), feature free end pieces in the base plates (1, 2) which are accessible from a second longitudinal front side (15) of the base plates (1, 2) located opposite each other and which are dedicated to incorporating in each case the tongue joint, preferably the dove tail joint, of one of the free end pieces of supports (9) of a neighboring wooden structural component of the same kind on the finished structure.
  2. Wooden structural component according to claim 1, in particular for the manufacture of walls of buildings with installation spaces, separated by isolation spaces, between inner and outer base plates,
    characterized in that
    - partition walls can be inserted aligned between the supports (9) roughly parallel to the base plates (1, 2) which feature roughly horizontally-aligned longitudinal edges and vertically-aligned top edges on the finished structure, and which are held along the length of both sides of their vertical top edges on the retaining walls (10) of the supports turned towards each other.
  3. Wooden structural component according to claim 2, characterized in that
    - the partition walls (16) with top frames running along their top edges are formed, which are dedicated to being incorporated in grooves (17) on the retaining walls (10) of the supports (9).
  4. Wooden structural component according to claim 3, characterized in that
    - the grooves (17) on the retaining walls preferably feature an opening width in the range from 3 to 8 millimeters for incorporating the top frames of partition walls (16), and in that
    - the grooves (17) on the retaining walls (10) are at a distance of 20 to 30 millimeters, preferably 20 to 25 millimeters, from the one base plate (1), and at a distance of 150 to 250 millimeters, preferably around 200 millimeters, from the other base plate (2).
  5. Wooden structural component according to one of the claims 2 to 4,
    characterized in that
    - the essentially rectangular-formed partition walls (16) feature lateral top edges with a length equal to the length of the supports (9).
  6. Wooden structural component according to claim 5, characterized in that
    - the longitudinal edges of the essentially rectangular-formed partition walls (16) are arranged in an insertion between the supports (9) flush to the ends of the supports.
  7. Corner structural component for insertion into a structure and a building in connection with wooden structural components of the type according to the claims 1 to 6,
    characterized in that
    - it features a column (20) with a roughly rectangular, preferably square, cross-section, which is essentially composed of two front panels (21, 22) arranged opposite each other and two side panels (23, 24) arranged opposite each other, preferably made of wooden material, and it contains an insulation space (25) for incorporating insulating material between the panels, that
    - the front panels (21, 22) have a width equal to the gap between the base plates (1, 2), joined to each other by supports (9), of a wooden structural component measured between the outer surfaces of the base plates, that
    - the side panels (23, 24) are wider than the front panels (21, 22) and mainly protrude on one side with exposed top frames (26) over the outer surfaces of a first of the two front panels, that
    - the width of the exposed top frames (26) is roughly the same as the width of the exposed top frames (7, 8) on the outsides of the base plates (1, 2) of a wooden structural component, that
    - a first connecting post (27) is fixed on at least the first of the two front panels (21, 22) in the middle between the exposed top frames (26) of the side panels (23, 24), the roughly rectangular cross-section of which has a length roughly equal to the gap between the interconnected base plates (1, 2) of a wooden structural component measured between the inner surfaces of the base plates, and that
    - a second connecting post (28) with measurements preferably roughly equal to the measurements of the first supporting post is fixed on the second front panel (22) and/or at least on one of the two side panels (23, 24) in the middle between top edges of the column aligned roughly vertically on the finished structure.
  8. Corner structural component according to claim 7, characterized in that
    - lower ends of the connecting posts (27, 28) feature a distance from lower ends of the columns (20) roughly equal to the width of the free longitudinal frames (5, 6) on the outer sides of the base plates (1, 2), or on the inner sides of the wall panels (3, 4) of a wooden structural component.
  9. Structure consisting in corner structural components according to one of the claims 7 or 8 and/or in wooden structural components according to one of the claims 1 to 6,
    characterized in that
    - first insulating materials with volumes which can vary under the influence of atmospheric conditions and tremors are inserted or poured or blown or stuffed by diminution into the insulation spaces (25) of the corner structural components and/or into the insulation spaces (19) of the wooden structural components delimited by retaining walls (10) and, if necessary, partition walls (16), and that
    - at least one permanently elastic second isolating material with as consistent as possible an elasticity and with a volume which varies elastically under pressure is arranged under and/or between and/or over the first insulating materials.
  10. Structure according to claim 9, characterized by the insertion of particularly dense and heavy bulk goods which form heaps which keep their own shape as one of the first insulating materials, preferably together with the insertion of further first insulating materials with particularly advantageous thermodynamic properties regarding heat and steam permeability.
EP06777061A 2005-12-13 2006-08-24 Wooden building element for constructing the walls of a building Not-in-force EP1960611B1 (en)

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Application Number Priority Date Filing Date Title
PCT/EP2005/013330 WO2007068267A1 (en) 2005-12-13 2005-12-13 Wooden building element for constructing the walls of a building
DE102006016838A DE102006016838A1 (en) 2005-12-13 2006-04-07 Building for endangered area, has walls with vertically insertable filling material in hollow spaces, and self-supporting piles formed for material in spaces between inner and outer supporting plates by thick and heavy packaged goods
EP06777061A EP1960611B1 (en) 2005-12-13 2006-08-24 Wooden building element for constructing the walls of a building
PCT/EP2006/008324 WO2007068297A1 (en) 2005-12-13 2006-08-24 Wooden building element for constructing the walls of a building

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101725181B (en) * 2009-11-11 2011-05-11 何泉 Timberwork building element and installation process thereof
WO2020099898A1 (en) 2018-11-14 2020-05-22 Kovacs Karoly Method and connecting system for interconnecting preferably modular building components of lightweight construction

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117468637B (en) * 2023-12-25 2024-03-22 泉州建工集团有限公司 Assembled wallboard

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101725181B (en) * 2009-11-11 2011-05-11 何泉 Timberwork building element and installation process thereof
WO2020099898A1 (en) 2018-11-14 2020-05-22 Kovacs Karoly Method and connecting system for interconnecting preferably modular building components of lightweight construction

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