EP1815081A1 - Element de construction en bois - Google Patents

Element de construction en bois

Info

Publication number
EP1815081A1
EP1815081A1 EP05773972A EP05773972A EP1815081A1 EP 1815081 A1 EP1815081 A1 EP 1815081A1 EP 05773972 A EP05773972 A EP 05773972A EP 05773972 A EP05773972 A EP 05773972A EP 1815081 A1 EP1815081 A1 EP 1815081A1
Authority
EP
European Patent Office
Prior art keywords
wall
component according
timber
wooden
parts
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.)
Withdrawn
Application number
EP05773972A
Other languages
German (de)
English (en)
Inventor
Erwin Wagner
Gerald Hehenberger
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Publication of EP1815081A1 publication Critical patent/EP1815081A1/fr
Withdrawn legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
    • E04C2/06—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres reinforced
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C1/00—Building elements of block or other shape for the construction of parts of buildings
    • E04C1/40—Building elements of block or other shape for the construction of parts of buildings built-up from parts of different materials, e.g. composed of layers of different materials or stones with filling material or with insulating inserts

Definitions

  • the invention relates to a wooden component for erecting walls, which is positively connected to adjacent wooden components and consists of at least one inner part and wall parts, wherein on the inner part at a top spaced projections and on an upper side opposite bottom recesses for receiving the projections of an adjacent timber component are arranged.
  • each building module is assembled from a plurality of wood components.
  • the individual building modules can in turn be joined together in the manner of a plug connection to walls and the like.
  • the wooden component according to the invention consists of at least one inner part, which is to be understood with pins and recesses in order to create the positive connection with timber components lying above or below it.
  • the distance between the individual pins and in a corresponding manner, of course, the recesses is chosen so that it corresponds to the simple thickness or an integer multiple, in particular twice, the thickness of a wall portion.
  • the length of the pins corresponds to their width, i. they are preferably square.
  • gekenn ⁇ which is characterized gekenn ⁇ characterized in that the wall parts project in the longitudinal direction of the timber member at an end face on the inner part and at the opposite ing end side are set back accordingly far, ver ⁇ lying timber components in the form of a tongue and groove joint mit ⁇ be connected.
  • corner joints or Stoßverbin ⁇ can be created without gaps between the adjacent parts without it being necessary at least at one end to cut off a timber component or to close existing gaps or gaps with additional components.
  • the inner part has pins as projections whose extension in the longitudinal direction of the timber component of their extension in the transverse direction of the timber component corresponds and that the distance between two adjacent pins of simple thickness or an integral multiple, preferably twice, the thickness a wall part corresponds.
  • an additional connection corresponding to a tongue and groove connection can also be created on superimposed wooden components, whereby a gap-free connection is ensured even between overlapping wooden components, so that a corresponding wind or diffusion-tightness of the wall component is also ensured.
  • the wall parts have grooves and springs at their edges, d. h., That the wall parts of adjacent timber components are each connected to each other via tongue and groove joints.
  • a wall part can be single-layered or multi-layered. If the wall part is multi-layered, the individual layers of the wall parts can likewise be offset against each other, so that a kind of tongue and groove connection can be created in this way as well.
  • a wooden component has at least two inner parts arranged one behind the other in the longitudinal direction of the wooden component.
  • the "core” thus consists of two in the direction Lhacks ⁇ the wooden component arranged one behind the other inner parts.
  • a preferred embodiment of the invention is characterized gekennzeich ⁇ net, that it at least two xn transverse direction of the wood component undein ⁇ other arranged inner parts, which are separated by a central wall vonein ⁇ other.
  • the inner parts with the pins and corresponding recesses are arranged in this embodiment two or more rows in the timber component, the middle wall between these two inner rows of parts for example has a wall thickness which corresponds to the distance between two pins of an inner part.
  • This thickness of such a middle wall preferably corresponds to the single or double strength of the side wall, resulting in the already mentioned above advantage that the center wall and the side wall abut directly on the pin, which results in the high strength of the component composite.
  • the middle wall can be single-layered or multi-layered. If the middle wall has two layers and the thickness of one layer corresponds to the thickness of a wall part, then the wooden component essentially consists of two juxtaposed simple or single-row wooden components which are connected to one another. Thus, multi-row wooden components can be produced, which, however, essentially always consist of only two basic components, namely wall parts and identical middle wall layers as well as inner parts which are joined together to form the corresponding wooden components.
  • the parts are preferably connected to one another by means of screws, dowels or the like.
  • screws and in particular dowels made of wood come into question, resulting in - A - has a component made exclusively of wood.
  • individual parts for example wall parts, from other materials, for example insulating materials, by, for example, producing a middle wall of heat-insulating and / or sound-insulating material.
  • a layer of wood and another layer of heat and / or sound insulating material can be made.
  • FIG. 2 shows a section across the wooden component of FIG. 1
  • FIG. 3 shows a side view of the wooden component of FIG. 1
  • FIG. 4 shows a plan view of the wooden component from FIG. 1, Fig.
  • FIG. 5 shows a corner composite made of a plurality of wooden components according to FIG. 1, FIG.
  • FIG. 6 is a side view of the composite of Fig. 5
  • Fig. 7 is a view from another side of the composite of Fig. 5, partly in section
  • Fig. 8 is a plan view of the composite of Fig. 5
  • Fig. 9 is a detail
  • FIG. 10 shows a first embodiment of a double-row timber component in an oblique view
  • FIG. 11 shows a section across the wooden component of FIG. 10
  • FIG. 12 shows a side view of FIG. 10
  • FIG. 13 shows a plan view 10 shows the end region of the wooden component of FIG. 10 with recesses for a corner connection
  • FIG. 15 shows a corner connection of wooden components according to FIG. 10
  • FIG. 16 shows a side view of the corner connection of FIG.
  • FIG. 15 shows a section across a wall of the corner joint
  • Fig. 18 shows a detail XVIII of Fig. 15 on an enlarged scale
  • Fig. 19 shows a second embodiment of a double-rowed wooden component
  • Fig. 20 shows a vertical section through the wooden component
  • Fig. -21 a horizontal Schn
  • FIG. 22 shows a side view of the wooden component of FIG. 19
  • FIG. 23 shows a corner composite of wooden components according to FIG. 19
  • FIG. 24 shows a side view of the corner composite of FIG. 23, partly in section
  • FIG. 25 shows a plan view on the corner composite of Fig. 23 and Figs. 26 and 27, an embodiment of a corner composite of wood components according to the invention with two-ply side walls in plan and floor plan.
  • FIG. 22 shows a side view of the wooden component of FIG. 19
  • FIG. 23 shows a corner composite of wooden components according to FIG. 19
  • FIG. 24 shows a side view of the corner composite of FIG. 23, partly in section
  • FIG. 1 shows a first embodiment of a wooden component according to the invention, which consists essentially of two wall parts or side walls or side boards 1 and two inner parts 2.
  • the wall parts 1 and inner parts 2 are connected via four wooden dowels 3 mitein ⁇ other, that each an inner part 2 is connected via two wooden dowels 3 with the two wall parts 1.
  • Each inner part 2 has a base body 4, to which two pins 5 are attached at the upper side and two recesses 6 at the opposite lower side.
  • the pins 5 are square in cross-section and the recesses 6 have a corresponding cross-section, so that the pins 5 of a wooden component can be inserted into the recesses 6 of a wooden component arranged above. It is understood that the pins 5 could also be attached to the underside of the timber component and the recesses 6 at the top of the timber component, as this would not change the basic function of the positive connection of superimposed wooden components. Also, instead of square pins, e.g. also circular cones are used.
  • the pins 5 have a spacing of 2 times Y, which corresponds to twice the thickness or thickness Y of a wall part 1.
  • the length and width of the pin 5 in turn corresponds to the thickness or thickness X of an inner part 2.
  • the inner part 2 shown on the right in FIG. 3 jumps by the length Y, again half the distance between two pins 5 via the edges 10 of the wall parts 1 in front.
  • the inner part 2 shown on the left in FIG. 3 is offset to the right by the dimension Y, that is, to the inside. That way longitudinally adjoining wooden components via a zwi ⁇ tween the side walls 1 and the inner parts 2 formed Nut-Feder ⁇ connection positively connected to each other.
  • FIGS. 5 to 9 show a corner composite consisting of 4 wooden components, from which it can be seen that a wooden component can be used without additional machining both for producing a straight wall part and also for an Ec ⁇ kharm. Since the distance 2 times Y between two pins 5 corresponds to twice the wall thickness Y of a wall part 1 and the internal parts 2 are also offset by the dimension Y in the longitudinal direction, the possibility of adding a standard wooden component also as corner joint part results without additional processing verwen ⁇ the.
  • the wooden components adjoining one another in the horizontal direction in the illustrated corner region can be joined to one another without a gap. Only in the opposite corner region of every second row, it is necessary to shorten the inner part 2 so far that it ends flush with the side walls 1.
  • FIGS. 7 and 9 differs from the embodiments of the preceding figures in that the springs 11 at the upper edge 7 terminate at one end at a distance from the front edge 8 of the side walls 1. This makes it possible to fully set up in the corner area overlying wooden component. If necessary, this missing section of the springs 11 can either be removed on site or be missing by default in all timber components. In addition, in Fig. 9, the spring 11 on the front edge 8 was removed.
  • the two rows of inner parts 2 are separated from each other by a middle wall 14 whose width Y is the same as the width Y of the side wall 1.
  • the distance Y between two adjacent pins 5 also corresponds to the thickness Y of a side wall 1 and middle wall 14, so that the side wall 1 and the center wall 14 can engage with a connection of two wooden components at an angle of 90 'exactly between the pin 5 of the adjacent timber components ,
  • an inner part 2 protrudes at a front end, in the present case at the front edge 10, by the dimension Y and is set back by the same amount Y at the opposite edge 8. This results in the longitudinal direction of the timber components again a groove-spring-like connection of adjoining wooden components.
  • the inner parts 2 are offset in height relative to the sidewalls 1 and the middle wall 14, so that the main body 4 of the inner parts 2 projects beyond the upper edge 7 of the wall parts 1 and 14.
  • the displacement of the parts in the vertical direction against one another naturally serves to improve the mechanical bond between superimposed wooden components, but is primarily intended to achieve one impermeable connection between superposed wooden components thought.
  • 19 to 25 show a further embodiment of a two-part wooden component, in which the center wall 17 has twice the width Y as a side wall 1.
  • the center wall 17 is made of two layers 17a and 17b, but could also be made of a single board with the strength 2 times Y.
  • the advantage . a two-ply embodiment is that the two center wall layers 17a and 17b may be designed in terms of their dimensions as the side walls 1, so that no additional part with other dimensions must be kept in stock and ver ⁇ works.
  • the distance between two pins 5 and the length of a corresponding projection 15 between two recesses 6 corresponds in this Aus ⁇ leadership example again twice the thickness of the wall parts 1 and the total thickness 2 times Y of the middle wall 17.
  • the length and width of the pin is X. , as well as the strength of the inner parts 2.
  • the inner parts 2 are seen in the longitudinal direction of the wood component again offset by the dimension Y of Wand ⁇ strength of the wall parts 1.
  • This embodiment of the invention consists essentially of two juxtaposed, interconnected, single-row Holzbau ⁇ share, as they can be seen in principle in FIG. Therefore, it is possible to form corner joints, T-joints or joints of walls piercing each other at right angles, without having to cut off the wooden components.
  • such compounds of wood components of different wall thickness can be formed by a wall of eg einreihigen wooden components and a wall of eg Wegrei ⁇ Higen wooden components abut each other or penetrate each other, since the division, ie the length or width X of a pin 5 and the Ab ⁇ was 2 times Y of the pin 5 from each other, in the transverse direction of a Holbau ⁇ part of its pitch in the longitudinal direction corresponds.
  • all internal parts 2 had two pins 5 and accordingly two recesses 6.
  • a corner joint is shown, which is made of wooden components, which consists of a single-row inner part 2 and two-layer side walls 1.
  • the inner layers Ib of the side walls 1 are offset so far upwards that they are substantially flush with the pins 5 complete.
  • the outer layers Ia are further down so that they are substantially flush with the underside of the wood component.
  • the outer and inner layers Ia, Ib are further offset in the longitudinal direction of the wood component, wherein the outer layers Ia terminate flush with the inner parts 2 at both ends, whereas the inner layers Ib are offset by half the distance between adjacent pins 5.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

L'invention concerne un élément de construction en bois pour réaliser des parois, cet élément pouvant être assemblé à des éléments de construction en bois adjacents par liaison de forme. Ledit élément de construction comprend au moins une partie intérieure (2) et des parois (1, 14, 17). La partie intérieure (2) présente sur un côté supérieur des éléments saillants (5) espacés et sur un côté inférieur opposé au côté supérieur des évidements (6) dans lesquels les éléments saillants (5) d'un élément de construction en bois adjacent peuvent venir se loger. Les éléments saillants de la partie intérieure (2) se présentent sous la forme de tenons (5) dont l'extension (x) dans le sens longitudinal de l'élément de construction en bois correspond à leur extension (x) dans le sens transversal dudit élément. Par ailleurs, la distance (y) entre deux tenons (5) voisins correspond à une fois l'épaisseur (y) d'une paroi (1, 14, 17) ou à un multiple entier, de préférence le double, de l'épaisseur (y) d'une paroi (1, 14, 17). L'avantage de l'invention est que les parois latérales d'un élément de construction en bois placé à angle droit sur un autre élément de construction en bois s'appuient directement sur des tenons de l'élément de construction en bois situé au-dessus ou au-dessous, ce qui permet d'obtenir une liaison extrêmement stable, notamment dans les zones d'angle ou de jonction.
EP05773972A 2004-08-30 2005-08-29 Element de construction en bois Withdrawn EP1815081A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AT0145404A AT501435A1 (de) 2004-08-30 2004-08-30 Holzbauteil
PCT/AT2005/000345 WO2006024061A1 (fr) 2004-08-30 2005-08-29 Element de construction en bois

Publications (1)

Publication Number Publication Date
EP1815081A1 true EP1815081A1 (fr) 2007-08-08

Family

ID=35429571

Family Applications (1)

Application Number Title Priority Date Filing Date
EP05773972A Withdrawn EP1815081A1 (fr) 2004-08-30 2005-08-29 Element de construction en bois

Country Status (3)

Country Link
EP (1) EP1815081A1 (fr)
AT (1) AT501435A1 (fr)
WO (1) WO2006024061A1 (fr)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2930959B1 (fr) * 2008-05-06 2013-01-25 Guidel Element universel emboitable en bois massif
FR2966852B1 (fr) * 2010-10-27 2012-12-14 Rehau Sa Bloc de construction encastrable, forme d'un ensemble de troncons de matiere solide reunis et enrobes par de la matiere plastique surmoulee.
DE102015122919A1 (de) * 2015-12-29 2017-06-29 Thomas Damm Holzmauerstein
AU2018377157B2 (en) * 2017-11-30 2021-04-01 Massimo Perusi Process for constructing dry-mounted walls
BE1025223B1 (fr) * 2018-03-29 2018-12-06 Giano ERGEN Brique de construction en bois a joints en plastique emboîtables
LU101649B1 (fr) * 2020-02-25 2021-08-25 Solarafi Sarl Bloc de construction
ES2918625A1 (es) * 2021-01-19 2022-07-19 Le Peuch Proyect Sl Elemento constructivo de bloques ecológicos industrializados apilables para la construcción
EP4450727A1 (fr) * 2023-04-18 2024-10-23 SB Circulaire Houtbouw B.V. Système de blocs muraux

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE644857A (fr) * 1964-03-06 1964-07-01
EP0744507B1 (fr) * 1995-04-07 2001-07-04 Steko Holz-Bausysteme AG Module de construction pour constructions planes, notamment murs
SK137198A3 (en) * 1996-04-15 1999-09-10 Josef Kolb Building module and building module system for producing flat construction, especially walls
WO1999066148A1 (fr) * 1998-06-17 1999-12-23 Franz Stefan Werner Element de construction de mur, de plafond et de toit
SE517791C2 (sv) * 2000-02-09 2002-07-16 Vetenskapsstaden Bärande väggelement av trä
FR2820444B1 (fr) * 2001-02-07 2004-02-20 Bernard Garibal Elements structuraux de construction en bois et procede de construction d'un pan de mur a partir de tels elements
DE10153914B4 (de) * 2001-11-02 2005-06-23 Leibold, Josef Quaderförmiger Baustein, ein Mauerwerk aus Bausteinen und Verwendungen des Mauerwerks

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO2006024061A1 *

Also Published As

Publication number Publication date
WO2006024061A1 (fr) 2006-03-09
AT501435A1 (de) 2006-09-15

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