EP0659950B1 - Bâtiment avec construction en bois - Google Patents

Bâtiment avec construction en bois Download PDF

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Publication number
EP0659950B1
EP0659950B1 EP94120472A EP94120472A EP0659950B1 EP 0659950 B1 EP0659950 B1 EP 0659950B1 EP 94120472 A EP94120472 A EP 94120472A EP 94120472 A EP94120472 A EP 94120472A EP 0659950 B1 EP0659950 B1 EP 0659950B1
Authority
EP
European Patent Office
Prior art keywords
panels
building according
ceiling
internal
cross
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
EP94120472A
Other languages
German (de)
English (en)
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EP0659950A1 (fr
Inventor
Ralf Pohlmann
Gerd Frerichs
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Individual
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Individual
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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood

Definitions

  • the invention relates to a building with a wooden structure, which is formed from wall stands, outer panels, inner panels, ceiling beams and ceiling panels.
  • the object of the present invention is therefore to construct a building of the type mentioned in the introduction in such a way that a further improvement of the thermal insulation properties is made possible, taking stability into account.
  • crossbar is made of wood.
  • a good compromise between sufficient stability and economical use of load-bearing wooden parts is provided in that the wall stands are arranged at a horizontal distance of approximately 81.5 cm - 83.5 cm.
  • ceiling panels extending in the horizontal direction are arranged in the vertical direction above the ceiling beams.
  • a further improvement in stability and an improvement in the assembly processes can be brought about by the fact that the crossbeams are arranged above the ceiling panels.
  • the inner panels be made of a hard wood material.
  • the outer panels are made of a soft wood material.
  • a high stability of the construction can be supported in that the metal holders are made of steel or aluminum alloys.
  • a useful dimensioning is that the cross members have a cross section of about 6 cm x 6 cm.
  • the wall stands have a cross section in the range from 6 cm x 14 cm to 6 cm x 18 cm.
  • the ceiling beams have a cross section in the range from 6 cm x 24 cm to 10 cm x 26 cm.
  • Bracing and cladding in the area of the roof takes place in that a roof formed from rafters is provided, which is covered with plates in the area of its expansion facing the interior of the building.
  • the stability of the building can be further increased in that in a corner area, which is delimited by the inner panels of the wall on the one hand and the inner panels of the roof on the other hand, a cross-beam is arranged which is screwed to both the wall panels and the roof panels.
  • the roof cross members form a closed frame three-dimensionally.
  • a sufficient installation space for lines and pipes can be provided in that a substantially parallel to the inner plate Inner casing is arranged and that the distance of the inner plate to the inner casing corresponds to a material thickness of the crossbar.
  • An additional improvement in the insulating properties can be brought about in that corner regions of mutually bordering walls are essentially free of wall stands.
  • the wooden structure of the building consists of wall stands (1), which are provided with inner panels (3) in the area of a building interior (2) and with outer panels (5) in the area of a building environment (4).
  • the wall stands (1) are arranged essentially in the vertical direction and are spaced apart. Insulation material can be used in the area of the gaps be arranged. In particular, a distance of 81.5 cm has proven useful for a distance between the wall stands (1). This results in an adaptation to the usual manufacturing dimensions of the inner panels (3), so that a low-loss cut can be guaranteed.
  • ceiling beams (6) are provided in the area of the building interior (2) for vertical division, which extend essentially in the horizontal direction.
  • the ceiling beams (6) are guided with ends (7) against the inner plates (3) and do not penetrate either the inner plates (3) or the wall stands (1).
  • metal holders (8) are provided, which extend parallel and along the inner plate (3) with a contact plate (9).
  • a support plate (10) is arranged perpendicular to the contact plate (9) and extends into the end (7) of the ceiling beam (6).
  • a connection to the ceiling beam (6) is made by rod-like connecting elements (11).
  • connecting means (12) are provided which penetrate the inner plate (3).
  • the connecting means (12) can be designed, for example, as nailing.
  • a crossbar (15) is arranged in the area of a corner (14) spanned by the ceiling plate (13) and the inner plate (3).
  • the crossbar (15) is preferably designed as a rectangular wooden profile. To ensure sufficient fixation, the cross-member (15) is screwed to both the ceiling plate (13) and the inner plate (3).
  • crossbar (15) is screwed through the inner plate (3) to the wall stands (1).
  • an additional inner casing (16) is provided, which extends at a distance from the inner plate (3) along a side of the crossbar (15) facing away from the inner plate (3).
  • a cavity (17) extends between the inner casing (16) and the inner plate (3), which can either be filled with additional insulation material or can serve as an assembly space for cables, lines or pipes.
  • the inner casing (16) clad the crossbar (15) relative to the building interior (2), so that a closed and smooth surface is created on the inside.
  • FIG. 4 A possible roof construction is illustrated in FIG. 4.
  • Rafters (18) are carried by the wall stands (1) and are clad in the area of their expansion of the roof panels (19) facing the building interior (2).
  • a transverse cross member (20) is arranged in the area of an angle delimited by the inner plates (3) on the one hand and the roof plates (19) on the other hand.
  • the roof cross member (20) has approximately the same extent as the cross members (15) transversely to the inner plate (3).
  • the roof crossmember (20) in the area of its extension facing the roof panel (19) is provided with a bevel which corresponds to the angle enclosed by the inner panels (3) and the roof panels (19).
  • plywood panels can be used as ceiling panels (13).
  • the outer panels (5) can be formed from bituminized and all-round grooved soft wood fiber panels. Such panels are wind and water repellent and open to diffusion processes.
  • An additional thermal decoupling can take place in that construction timber for holding the inner casing (16) is mounted outside the construction grid of the wall stand (1).
  • a detailed structure of an outer wall realized with the timber construction system can be given, for example, in such a way that an insulation material is arranged between the wall stands (1), which consists, for example, of cellulose fiber insulation material.
  • the insulation material can be blown into the cavities provided.
  • the thickness of the insulation layer is approximately 14 cm.
  • the thickness of the outer plate (5) can be approximately 18 mm.
  • battens with corresponding counter battens can be provided, on which a rear-ventilated facade is mounted.
  • the curtain wall can be designed, for example, as a floor-cover formwork.
  • a material thickness of approximately 16 mm can be provided as the thickness for the inner plate (13).
  • an additional plasterboard with a standard thickness of 10 mm can be arranged in the area of the inner boundary. Butt joints of adjoining panels, in particular adjoining inner panels (13), can be glued airtight with a reinforced convection protection cardboard.
  • a similar construction can also be provided in the roof area.
  • An insulation material made of cellulose fiber insulation material can also be provided between the rafters (18).
  • the additional inner casing (16) can be dispensed with.
  • the insulation layer is thicker for this. A thickness dimension of 240 mm has proven to be useful.
  • Corner areas of the wall constructions are realized in such a way that no wall stand (1) is arranged directly in the corner area, but that the wall stands (1) are only arranged closely adjacent to the corner areas and the corners are delimited by protruding inner plates (3) and outer plates (5) . In this way, very high thermal insulation can also be guaranteed in the corner area.
  • a connection of the protruding outer plates (5) can be realized by an additional small dimensioned construction slat in the outside corner area.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Laminated Bodies (AREA)

Claims (16)

  1. Bâtiment ayant une construction en bois, qui est formée de montants de paroi, de panneaux intérieurs, de solives et de panneaux de couverture, les panneaux (3) intérieurs formant un revêtement en planches continu sur au moins deux étages, les solives (6) étant adjacentes latéralement aux panneaux intérieurs (3) sans y pénétrer et étant immobilisées verticalement par des fixations (8) métalliques, qui pénètrent dans les panneaux (3) intérieurs par des moyens de liaison et qui sont portées par au moins un montant (1) de paroi, une traverse (15) montée sensiblement horizontalement étant prévue dans la région d'un coin formé par les panneaux intérieurs (3) d'une part, et par la solive (6) d'autre part, et une pluralité de traverses (15), se succédant et vissées aux solives (6) en pénétrant dans les panneaux (13) de couverture et vissées aux montants (1) de paroi en pénétrant dans les panneaux intérieurs (3), formant un cadre fermé.
  2. Bâtiment suivant la revendication 1, caractérisé en ce que la traverse (15) est en bois.
  3. Bâtiment suivant la revendication 1 ou 2, caractérisé en ce que les montants (1) de paroi sont montés avec un écart horizontal d'à peu près 81,5 cm à 83,5 cm.
  4. Bâtiment suivant l'une des revendications 1 à 3, caractérisé en ce que des panneaux (13) de couverture s'étendant horizontalement sont montés au-dessus des solives (6) dans la direction verticale.
  5. Bâtiment suivant l'une des revendications 1 à 4, caractérisé en ce que les traverses (15) sont montées au-dessus des panneaux (13) de couverture.
  6. Bâtiment suivant l'une des revendications 1 à 5, caractérisé en ce que les panneaux (3) intérieurs sont en un matériau de bois dur.
  7. Bâtiment suivant l'une des revendications 1 à 6, caractérisé en ce que les panneaux (5) extérieurs sont en un matériau de bois tendre.
  8. Bâtiment suivant l'une des revendications 1 à 7, caractérisé en ce que les fixations métalliques (8) sont en acier.
  9. Bâtiment suivant l'une des revendications 1 à 8, caractérisé en ce que les traverses (15) ont une section transversale d'à peu près 6 cm x 6 cm.
  10. Bâtiment suivant l'une des revendications 1 à 9, caractérisé en ce que les montants (1) de paroi ont une section transversale comprise entre 6 cm x 14 cm et 6 cm x 18 cm.
  11. Bâtiment suivant l'une des revendications 1 à 10, caractérisé en ce que les solives (6) ont une section transversale comprise entre 6 cm x 24 cm et 10 cm x 26 cm.
  12. Bâtiment suivant l'une des revendications 1 à 11, caractérisé en ce qu'il est prévu un toit, qui est formé de chevrons (18) et qui est revêtu de panneaux (13) de toit dans la zone de son étendue tournée vers l'intérieur (2) du bâtiment.
  13. Bâtiment suivant l'une des revendications 1 à 12, caractérisé en ce qu'il est monté dans une zone de coin délimitée par les panneaux intérieurs (3) d'une part et par les panneaux (19) de toit d'autre part, une traverse (20) de toit, qui est vissée à la fois aux montants (1) de paroi et aux chevrons (18) du toit.
  14. Bâtiment suivant l'une des revendications 1 à 13, caractérisé en ce que les traverses (20) de toit forment un cadre fermé horizontal.
  15. Bâtiment suivant l'une des revendications 1 à 14, caractérisé en ce qu'il est prévu un revêtement (16) intérieur en planches sensiblement parallèlement au panneau intérieur (13) et la distance entre le panneau intérieur (3) et le revêtement (16) intérieur en planches correspond à une épaisseur de matériau de la traverse (15).
  16. Bâtiment suivant l'une des revendications 1 à 15, caractérisé en ce que des régions de coin de parois adjacentes sont sensiblement exemptes de montants (1) de paroi.
EP94120472A 1993-12-27 1994-12-22 Bâtiment avec construction en bois Expired - Lifetime EP0659950B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE4344667 1993-12-27
DE4344667A DE4344667A1 (de) 1993-12-27 1993-12-27 Gebäude mit Holzkonstruktion

Publications (2)

Publication Number Publication Date
EP0659950A1 EP0659950A1 (fr) 1995-06-28
EP0659950B1 true EP0659950B1 (fr) 1996-12-27

Family

ID=6506360

Family Applications (1)

Application Number Title Priority Date Filing Date
EP94120472A Expired - Lifetime EP0659950B1 (fr) 1993-12-27 1994-12-22 Bâtiment avec construction en bois

Country Status (3)

Country Link
EP (1) EP0659950B1 (fr)
AT (1) ATE146840T1 (fr)
DE (2) DE4344667A1 (fr)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19613521A1 (de) * 1996-04-03 1997-10-16 Peter Bruchmann Holzgebäudekonstruktion

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR445466A (fr) * 1911-04-19 1912-11-12 James D Horton Maison démontable et transportable
FR2230823A1 (en) * 1973-05-25 1974-12-20 Gobert Gilbert Prefabricated building, partic. detached house - rim of base panel fits between sheets of double skin wall panels
DE2652783C3 (de) * 1976-11-19 1979-05-03 Julius Dipl.-Ing. Natterer Holzskelett für ein mehrgeschoßiges Bauwerk
CA1063310A (fr) * 1978-01-05 1979-10-02 John R. Peirson Structures vaporifuges

Also Published As

Publication number Publication date
DE4344667A1 (de) 1995-06-29
DE59401397D1 (de) 1997-02-06
ATE146840T1 (de) 1997-01-15
EP0659950A1 (fr) 1995-06-28

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