EP1264051B1 - Element de paroi ou de plafond - Google Patents

Element de paroi ou de plafond Download PDF

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Publication number
EP1264051B1
EP1264051B1 EP01913367A EP01913367A EP1264051B1 EP 1264051 B1 EP1264051 B1 EP 1264051B1 EP 01913367 A EP01913367 A EP 01913367A EP 01913367 A EP01913367 A EP 01913367A EP 1264051 B1 EP1264051 B1 EP 1264051B1
Authority
EP
European Patent Office
Prior art keywords
beams
cross
section
row
wall
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
EP01913367A
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German (de)
English (en)
Other versions
EP1264051A1 (fr
Inventor
Georg Ganaus
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Ganaus Georg
Original Assignee
Ganaus Georg
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Ganaus Georg filed Critical Ganaus Georg
Publication of EP1264051A1 publication Critical patent/EP1264051A1/fr
Application granted granted Critical
Publication of EP1264051B1 publication Critical patent/EP1264051B1/fr
Priority to CY20061101127T priority Critical patent/CY1107477T1/el
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/10—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products
    • E04C2/12—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products of solid wood
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/70—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood
    • E04B2/701—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with integrated supporting and obturation function

Definitions

  • the invention relates to a wooden wall or ceiling element with juxtaposed and interconnected profile beam having an at least partially different thickness with respect to a cross-section between their connection points for the adjacent in the bar row profile bar with respect to a median plane of the row of bars, wherein in by the different Bar thickness formed, undercut shoulders shaping profiling of the outer surfaces of the beam row can interlock positively on at least one side outer beam whose cross-section bounded by the median plane or parallel to a plane extending from junction to junction extending partial cross section of the profile bar.
  • profile beams are joined block-like manner, via tongue and groove joints, to avoid a gap formation between the juxtaposed profile beams (US 2 049 190 A) -
  • To connect the juxtaposed profile beams serve frontal Latches that are connected to the profile beams, for example by means of dowels.
  • the profile bars can have a cross section with a substantially rectangular basic shape or a basic shape with round timber mimicking convex outer boundaries (US 2665 455 A), so that between the connection points for the adjacent in the bar row profile bar a different thickness perpendicular to the median plane of the row of bars results.
  • a disadvantage of these known block-like walls is independent of the respective outer shape, that for erecting walls with a predetermined wall thickness, the wooden profile beams of logs with a corresponding trunk diameter must be made so that the wall thickness can be specified only in dependence on the available profile bars.
  • the invention is therefore based on the object, a wooden wall or ceiling element of the type described in such a way that the interlocking profile beams braced against each other when caused by changing moisture conditions wood movements.
  • the invention solves the problem set by the fact that the profile bars are provided in the region of the adjoining the undercut shoulders, cylindrical outer surfaces with radial longitudinal slots. These longitudinal slots cause movements of wood transverse to the longitudinal slots, whereby the interlocking profile beams are braced against each other. In addition, by such longitudinal slots an otherwise occurring tendency to crack is prevented.
  • the cross-sectional shape of the profile beams can advantageously be adapted to the round trunk cross-section.
  • the profile bars may have a symmetrical to the median plane of the beam row cross section, wherein the outline shape of the thick portions of the cross section of the profile bars of the negative outline shape of the thinnings resembles. In this case, a substantially closed total cross-sectional area of the wall or ceiling element results.
  • the design of the beam cross-section symmetrical to the center plane can also be replaced by a centrally symmetrical in the region of the outer surfaces with respect to a longitudinal axis of the beam cross-section, with a largely coincident function.
  • profile bars can be connected to the all four longitudinal sides similar profile beams, which in particular facilitates the formation of corner areas.
  • the wall or ceiling element according to the embodiment of FIG. 1 is constructed of individual profile bars 1, which are juxtaposed to a row of beams 2. With regard to a center plane 3 of the row of beams 2, the profile beams 1 have a different thickness between the connection points 4 for the profile beams 1 adjacent in the row of beams 2. Due to the consequent thick and thin sections of the beam row 2 thus results in a profiling of the outer surfaces 5 of the beam row 2, in the form-fitting outer beam 6 can be used. As is apparent from Fig. 1 directly, the outer beams 6, the half, limited by the median plane 3 of the row of beams 2 cross section of the profile bar 1, so that by the profiling of Outside surfaces 5 resulting recesses are filled by the outer beam 6. The outer beams 6 thus close off the wall or ceiling element with plane-parallel wall surfaces 7.
  • the profiling of the outer surfaces 5 of the bar row 2 is achieved by undercut shoulders 8, wherein there is an undercut groove 9 between the opposing shoulders 8 of two abutting profile bars 1.
  • the arrangement of the undercut shoulders 8 is symmetrical to a plane perpendicular to the median plane 3 center plane 10 of the profile cross section, so that the outer beams 6 abut in the median plane 10 between the terminals 4, when with their undercut counter shoulders 11 in the profile grooves 9 of the outer surface. 5 the beam row 2 interlock positively. Since the undercuts of the shoulders 8 and 11 open in the longitudinal direction of the row of beams 2, the profile beams 1 and the associated outer beams 6 can be consecutively successively joined together in the longitudinal direction of the row of beams 2.
  • the cross-sectional shape of the profile bar 1 of the wall or ceiling element according to FIG. 1 is similar in an advantageous manner to the round trunk shape of the wood, so that there is a particularly favorable material utilization.
  • This advantageous Stammausnützung is achieved by a substantially circular cylindrical basic shape of the profile cross-section, which has only in the region of the connection points 4 to the median plane 3 vertical flats. Since the outer contour of the thick places runs convex, the thin places must have a correspondingly negative concave shape.
  • the profile bars 1 are not formed symmetrically with respect to a median plane between the connection points 4. This requires that in turn one with respect to the median plane 3 half cross section of the profile bar 1 corresponding outer bar 6 can be added to the outer surface 5 only after a turn by 180 ° about an axis perpendicular to the median plane 3 axis.
  • the outline shape of the thick places does not resemble the negative contour shape of the thin areas, but fits only in this outline form, between the thick and thin locations of the abutting profile beams 1 and outer beams 6 cavities 14th remain free, which are covered by the outer beams 6 and bring an improvement in thermal insulation, without affecting the strength.
  • the profile bars 1 have no symmetry to the median plane 3 of the bar row 2, but form a rotationally symmetrical cross section with respect to a longitudinal axis 15 of the associated profile bar 1.
  • This allows on the one hand a corresponding structure of the wall or ceiling element of profile beam 1 and on the other hand offers a simple way of Eck, because arise because of each 90 ° matching rotational positions on all four longitudinal sides of the profile bars 1 same connection conditions, so that the outer beams offset from each other by 90 ° can be attached to an end profile bar 1 in a row of beams 2, as shown in FIG. 3 can be removed directly.
  • radial longitudinal slots 16 can be provided in the profile beams 1. These longitudinal slots 16 also support the mutual wedging of the profile beams 1 and the outer beam 6, because the parts of the profile beams 1 extending on both sides of the longitudinal slots 16 tend to move apart due to the influence of moisture.
  • the invention is of course not limited to the illustrated embodiments, because the cross-sectional training of the profile bars 1 in diverse Way can be modified. Since not all rows of beams must be constructed of wood, but the beams may partially consist of a foam profile, the wall or ceiling elements can be constructed with a heat-insulating layer modular.

Landscapes

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

Claims (8)

  1. Elément de paroi ou de plafond en bois, avec des poutres profilées (1) alignées en rangées les unes à côté des autres et reliées ensemble, présentant, du point de vue de leur section transversale, entre leurs points de raccordement (4) pour les poutres profilées (1) voisines dans la rangée de poutres (2), une épaisseur différente, au moins par zones, par rapport à un plan médian (3) de la rangée de poutres (2), sachant que, dans le profilage formé par l'épaisseur de poutre différente, formant des épaulements (8) à contre-dépouille, des faces extérieures (5) de la rangée de poutres (2) peuvent s'engager, par une liaison avec ajustement de forme, au moins sur un côté, des poutres extérieures (6), dont la section transversale correspond une section transversale partielle, limitée par le plan médian (3) ou par un plan lui étant parallèle, section transversale s'étendant du point de raccordement (4) au point de raccordement (4), des poutres profilées (1), caractérisé en ce que les poutres profilées (1), dans la zone de faces extérieures (5) cylindriques, se raccordant aux épaulements (8) munis de contre-dépouille, sont munies de fentes longitudinales (16) radiales.
  2. Elément de paroi ou de plafond selon la revendication 1, caractérisé en ce que les épaulements (8) à contre-dépouille forment entre eux des rainures (9) à contre-dépouille, sur les faces extérieures (5) de la rangée de poutres (2).
  3. Elément de paroi ou de plafond selon la revendication 1 ou 2, caractérisé en ce que les contre-dépouilles des épaulements (8) s'ouvrent en direction longitudinale de la rangée de poutres (2) et s'élargissent en direction de l'ouverture.
  4. Elément de paroi ou de plafond selon la revendication 2 ou 3, caractérisé en ce que les rainures (9) sont situées dans la zone de transition entre chaque fois deux poutres profilées (1) se jointoyant.
  5. Elément de paroi ou de plafond selon l'une des revendications 1 à 4, caractérisé en ce que les poutres profilées (1) présentent une section transversale symétrique par rapport au plan médian (3) de la rangée de poutres (2), et en ce que la forme de contour des points épais de la section transversale des poutres profilées (1) est égale à la forme de profil en négatif des points minces.
  6. Elément de paroi ou de plafond selon l'une des revendications 1 à 4, caractérisé en ce que les poutres profilées (1) présentent une section transversale symétrique, centrée par rapport à un axe longitudinal de poutre (15), dans la zone des faces extérieures (5).
  7. Elément de paroi ou de plafond selon la revendication 6, caractérisé en ce que les poutres profilées (1) présentent une section transversale répondant à une symétrie en rotation, avec des positions de rotation coïncidant tous les 90°.
  8. Elément de paroi ou de plafond selon l'une des revendications 1 à 7, caractérisé en ce que les poutres profilées (1) présentent une section transversale de base à forme cylindrique à section circulaire, avec des méplats, perpendiculaires au plan médian (3) de la rangée de poutres (2), pour les points de raccordement (4).
EP01913367A 2000-03-17 2001-03-13 Element de paroi ou de plafond Expired - Lifetime EP1264051B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CY20061101127T CY1107477T1 (el) 2000-03-17 2006-08-10 Ξυλινο στοιχειο τοιχωματος ή οροφης

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
AT0044000A AT409151B (de) 2000-03-17 2000-03-17 Hölzernes wand- oder deckenelement
AT4402000 2000-03-17
PCT/AT2001/000069 WO2001071114A1 (fr) 2000-03-17 2001-03-13 Element de paroi ou de plafond

Publications (2)

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

Family

ID=3674231

Family Applications (1)

Application Number Title Priority Date Filing Date
EP01913367A Expired - Lifetime EP1264051B1 (fr) 2000-03-17 2001-03-13 Element de paroi ou de plafond

Country Status (9)

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

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202011106558U1 (de) 2010-10-11 2012-02-09 Anna Ganaus Schubdichtleiste
DE202011106560U1 (de) 2010-10-11 2012-02-10 Anna Ganaus Schubleiste
DE102014009528A1 (de) 2013-07-11 2015-01-15 Anna Ganaus Schubsteifes Wand- und Deckenelement
DE102014007808A1 (de) 2013-06-12 2015-01-29 Anna Ganaus Systemwand aus Staffelhölzern
RU2794378C1 (ru) * 2022-08-02 2023-04-17 Общество с ограниченной ответственностью "ВСС" Стеновая деревянная конструкция

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT512048B1 (de) * 2012-01-17 2013-05-15 Ganaus Anna Holz-systemwand
AT13952U1 (de) * 2013-05-29 2015-01-15 Zainzinger Karl Wandelement
DE102017201813A1 (de) * 2017-02-06 2018-08-09 Werner Grosse Bausystem
RU188076U1 (ru) * 2018-12-26 2019-03-28 федеральное государственное бюджетное образовательное учреждение высшего образования "Московский государственный технический университет имени Н.Э. Баумана (национальный исследовательский университет)" (МГТУ им. Н.Э. Баумана) Стеновая конструкция

Family Cites Families (10)

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

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202011106558U1 (de) 2010-10-11 2012-02-09 Anna Ganaus Schubdichtleiste
DE202011106560U1 (de) 2010-10-11 2012-02-10 Anna Ganaus Schubleiste
DE102014007808A1 (de) 2013-06-12 2015-01-29 Anna Ganaus Systemwand aus Staffelhölzern
DE102014009528A1 (de) 2013-07-11 2015-01-15 Anna Ganaus Schubsteifes Wand- und Deckenelement
RU2794378C1 (ru) * 2022-08-02 2023-04-17 Общество с ограниченной ответственностью "ВСС" Стеновая деревянная конструкция

Also Published As

Publication number Publication date
DE50109874D1 (de) 2006-06-29
EP1264051A1 (fr) 2002-12-11
ATA4402000A (de) 2001-10-15
CY1107477T1 (el) 2013-03-13
WO2001071114A1 (fr) 2001-09-27
DK1264051T3 (da) 2006-09-25
ES2265417T3 (es) 2007-02-16
AT409151B (de) 2002-06-25
ATE327392T1 (de) 2006-06-15
AU2001238997A1 (en) 2001-10-03
PT1264051E (pt) 2006-10-31

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