EP3067483B1 - Montage de mur pour un système de bâtiment, en particulier un immeuble d'habitation - Google Patents

Montage de mur pour un système de bâtiment, en particulier un immeuble d'habitation Download PDF

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Publication number
EP3067483B1
EP3067483B1 EP15158465.3A EP15158465A EP3067483B1 EP 3067483 B1 EP3067483 B1 EP 3067483B1 EP 15158465 A EP15158465 A EP 15158465A EP 3067483 B1 EP3067483 B1 EP 3067483B1
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EP
European Patent Office
Prior art keywords
ceiling
posts
wall
panels
construction according
Prior art date
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Active
Application number
EP15158465.3A
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German (de)
English (en)
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EP3067483A1 (fr
Inventor
Andre Ter Huurne
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Ter Huurne Andre
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Individual
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Priority to EP15158465.3A priority Critical patent/EP3067483B1/fr
Priority to PCT/EP2016/054477 priority patent/WO2016142248A1/fr
Priority to AU2016231373A priority patent/AU2016231373B2/en
Priority to NZ735241A priority patent/NZ735241A/en
Publication of EP3067483A1 publication Critical patent/EP3067483A1/fr
Application granted granted Critical
Publication of EP3067483B1 publication Critical patent/EP3067483B1/fr
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    • 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
    • E04B2/706—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with supporting function
    • E04B2/707—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with supporting function obturation by means of panels
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/12—Load-carrying floor structures formed substantially of prefabricated units with wooden beams
    • 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 ceiling structure according to the preamble of claim 10.
  • Smaller buildings such as residential buildings or holiday homes, can be constructed in many ways.
  • residential buildings have been and are usually made with walls made of double-shell masonry or timber framework, with an insulation or air layer between the shells.
  • prefabricated houses are known in which the outer walls are initially made by the factory and then assembled on site with crane use to form a building structure.
  • the walls may also be formed of smaller modules, which are assembled only on the construction site to larger wall modules.
  • the wall panels often consist of concrete slabs, which are coupled to each other at the front. This results in butt joints that need to be laminated properly.
  • Timber houses are also known prefabricated houses that directly use a skeletal structure, similar to a half-timbered house, which is made of supports, beams and bars that form the structure for the load-bearing of the ceiling, the roof and the wall panels.
  • the skeleton fields are provided with fillings, windows and doors.
  • finished wall elements as load-bearing elements. Such elements consist of a wooden frame with outer and inner plates, between which a skeleton is available for stiffening.
  • a self-building building system incorporating a post-and-beam skeletal structure constructed on a floor slab, in which the skeleton panels are provided with typed filler panels, each containing an outer and inner deck slab and peripheral skirting, has been disclosed.
  • the connection of the filler plates with the posts and bars is made by releasable special clamping fittings. While such a system can also be built by a builder in-house and also disassembled again, the required cost of materials is relatively high.
  • the BE 663 351 A is given a wall structure in which vertical posts are provided with cuts into which a hollow profile can be inserted.
  • the central clamping element can be anchored in the hollow profile and thus secured the wall panels.
  • the DE 20 2006 018 691 U shows a clamping attachment of two wall panels to a post by means of a mushroom-shaped profile, the central web engages in a clamp on the post.
  • FR 1 238 404 A similar system is in the FR 1 238 404 indicated in which engages the middle leg of a clamping rail in a slot of a post and secures by means of clamping action on the post wall panels to be fastened.
  • the FR 2 271 361 A1 discloses the features of the preamble of claim 10.
  • the invention is therefore based on the object to simplify the wall structure for a building, in particular a residential building, which is formed from a collapsible skeletal structure, material to make cheaper and to facilitate the construction.
  • the invention is based on an exterior and / or interior wall construction for a building system with a skeleton construction erected on a floor plate with vertical posts spaced in a standardized grid spacing, wherein adjacent posts are covered on both sides by cover plates.
  • the respective rectangular formed wooden posts are wall-outside and - provided inside in their longitudinal direction with cuts, in each of the surface of the post projecting guide rails are used.
  • the two-sided cover plates have such a width that they are laterally adjacent to the side edges of the projecting from the post guide rails, the cover plates are fastened by screw or clamp attachment to the post.
  • the posts for such walls therefore have cuts on both sides in the longitudinal direction of the posts. Due to their small dimensions, these have no influence on the stability of the posts.
  • the insertable into the incisions guide rails are preferably also made of wood as narrow wooden strips and are trapped in the incisions or glued with wood glue. If necessary, they can also be made of plastic.
  • Two adjacently arranged posts have by the guide rails therefore projections, can be used between the cover plates, whose width corresponds to the clear width between the guide rails. Therefore, the plates adjoin each other on the respective guide rails and thus cover each about half of the posts.
  • the cover plates are attached to the posts by screw or clamp attachment. So they can be easily solved again from the posts. Alternatively, they can also be nailed to the posts, for which in particular pneumatic nailers are suitable.
  • the depth of the guide rails is inventively dimensioned so that its outer edge still protrudes slightly in front of the cover plates.
  • a counter battens can be applied in a simple manner to the connecting region of two adjacently arranged cover plates. This is also provided with a slot. The leading edge of the guide strips engages in the slot of the counter battens and thus offers a simple lateral guidance of the counter battens.
  • the counter battens serve on the outside as a mounting structure for a weatherproof outer lining of the wall.
  • the outer wall cladding is attached to the counter line preferably by screwing.
  • a counter battens can be applied, which as well as the counter battens in the outer wall has a longitudinal slot in which a protruding guide rail engages the post.
  • On the inside counter battens can then apply plasterboard or similar wall coverings.
  • the outer wall cover plates are preferably designed as vapor-permeable wood-based panels (DWD).
  • DWD vapor-permeable wood-based panels
  • outer wall cladding weatherproof plates preferably Eternit plates are used. If desired, the outer wall cladding can also be made of resin composite panels or other weather-resistant panels.
  • the inside cover plates on the outer wall are preferably formed as OSB flat press plates.
  • the inner wall cladding of the outer walls preferably includes a substructure of solid timber slats, which are also covered with a Deckbeplankung.
  • the ceiling structure for a building system in which the ceiling is formed of a grid construction with horizontally extending ceiling beams with standardized distance from each other, is designed so that at least the tops of the rectangular shaped ceiling joists each contain longitudinally extending cuts, in the from the surface of the ceiling joists projecting guide rails are used, wherein the upper-side cover plates have a width such that they each adjoin the side of the ceiling beams projecting guide rails.
  • the top of such a ceiling structure thus corresponds substantially to the structure of one side of an outer or inner wall.
  • the top guide rails used in the ceiling thus also serve here for easy guidance alschender cover plates.
  • the same arrangement is used as on the top, with also guide rails are used at the bottom, and cover plates between each two guide rails of two adjacent ceiling beams used and fixed to the underside of the ceiling joists.
  • a counter battens are fastened under the underside cover plates, to the underside of which a substructure, preferably as structural solid wood slats (KVH), is fastened.
  • the top of the ceiling can also be provided with a substructure of structural timber slats.
  • each a support battens is attached, which is flush with the ceiling joists at the bottom.
  • the support battens forms a support for sandwiched between the ceiling joists intermediate plates that can be easily placed on the support battens, they do not even need to be attached to it.
  • the height of the cover plates used on the walls corresponds essentially to the height of a building floor. However, it is also possible to divide the plate height into two parts which are put together.
  • the connecting area between the individual plates is fastened to a latch of the skeleton construction of the building system, wherein the bars can also be provided with longitudinal slots and guide rails.
  • deviating plate sizes can also be used for door and window installations.
  • the system according to the invention offers the possibility of using largely standardized plate sizes, wherein the same size can also be used as a ceiling plate. This considerably simplifies the construction of the walls and ceilings and is less error-prone. This benefits in particular a builder who wants to build a building in-house, or even the building craftsmen.
  • the standardized distance between the wall posts and ceiling beams also makes it possible to use standardized insulation layer moldings that do not require post-processing at the construction site.
  • FIGS. 1-7 show a horizontal cross section through a wall structure in the order of assembly.
  • Fig. 1 be placed at a distance of 62.5 cm on the building floor panel wall post 1, 2. With a wall length of 7.5 m, this results in 13 posts, which are placed at a uniform distance.
  • z. B. 1.25 m correspondingly adjusted numerical ratios.
  • the posts form the skeletal structure of the building, which is built in the manner of a half-timbered building. At low ceiling height of the building of z. B. 2.5 m, the posts can go through continuously from the bottom plate to the ceiling of a projectile.
  • the panels can also be subdivided vertically by using ties at a suitable location, although at a panel height of 2.5 m this is not required.
  • the connection between posts, bars, roof beams and other construction elements is preferably carried out via detachable screw fittings or couplings.
  • the figures show only a section of a wall structure between two posts 1 and 2.
  • the posts are made of laminated wood, in order to achieve a better torsional stiffness and to make the posts more cost effective.
  • the guide strips 5 and 6 are used on the wall outside and inside the posts 1 and 2 each have longitudinally extending cuts 3 and 4, in the guide strips 5 and 6 are used.
  • the guide strips 5 and 6 are preferably made of wood material in the form of a narrow wooden strip or alternatively of suitable plastic material. It is not necessary for the guide rails to run the entire length of the posts. It is also possible to use a plurality of sections of guide strips arranged distributed along the length of the posts, which can even be arranged only at a point.
  • Fig. 2 shows the posts 1 and 2 with inserted guide rails 5 and 6.
  • the guide rails protrude from the posts so far that between the guide rails of two adjacent posts each have a cover plate 7 can be used, the side edges directed against the legs of the guide rails 6 and 7 are.
  • the outer wall cover plates are designed as vapor-permeable wood-based panels (DWD). They are preferably fastened by a plurality of screws to the respective posts 1, 2.
  • Fig. 2 also shows that the guide rails 6 so far protrude from the post 1 that its outer edge still protrudes slightly in front of the cover plate 7.
  • Fig. 3 shows the next step, in which an insulation 9 is inserted between the posts 1 and 2, which requires no further processing as a shaped body.
  • a cover plate 8 is inserted between the guide strips 5, which is in particular designed as an OSB plate.
  • the guide strip 5 projects beyond the cover plate 8.
  • Fig. 4 shows the next step, in which both wall outside and inside wall of the outer wall in each case a counter battens is placed, which is formed from counter battens 11, 12 and 13, 14, wherein the counter battens incisions 10 and 15, via the counter battens on the Guide rails 5 and 6 in the lateral direction immovably on the guide rails 5, 6 and the cover plates 7, 8 are placed.
  • the counter battens 11-14 are also screwed or nailed to the posts 1, 2 fastened, wherein the attachment of the cover plates 7, 8 can take place without additional means simultaneously with the attachment of the counter battens 11-14.
  • FIGS. 5 and 6 show the further structure of the outer wall.
  • a Constantwandverstructure 18 of weather-resistant plates preferably Eternitplatten applied. These can be bolted to the counter battens 11, 12 or be connected to it via clamped connections.
  • On the inside of the wall is mounted on the counter battens 13, 14 an unconstruction as Traglattung 16 for the wall covering.
  • Fig. 7 shows a non-inventive alternative embodiment of the outside of the outer wall, in place of the counter battens 11, 12 and the outer wall panel 18 according to Fig. 6 on the cover plate 7, a plaster base plate 40 is applied, which may be outside with an outer wall lining 41 weatherproof materials such as Eternit plates, planked.
  • FIGS. 8-11 show vertical sectional views through a non-inventive ceiling structure.
  • the ceiling beams 19, 20 are also formed as glue wood beams.
  • the ceiling beams are in a grid spacing of z. B. 62.5 cm apart.
  • On the lower inner side of the ceiling beams 19, 20 support slats 22, 23 are attached.
  • At the top of the ceiling joists cuts 21 are arranged.
  • an intermediate plate 25 is placed, which is designed as OSB plate.
  • an insert of a sealing material 32 is placed on the intermediate plate 25.
  • guide rails 26 and 27 are used. Between two adjacent guide rails 26 and 27, an upper-side cover plate 28 can then be inserted.
  • the cover plate 28 may already form the top of the ceiling structure, in this case, the guide rails 26, 27 do not protrude beyond the cover plate 28.
  • the ceiling trim 31, z. B. as gypsum board or Hydropanel from Siniat be formed.
  • Fig. 12 shows an inventive embodiment of the ceiling, in which also contain the undersides of the ceiling joists 33 and 34 guide rails 35 and 36, between which a cover plate 37 is used. Below a battens 38 is attached to the underside of the ceiling panel 39 is attached.
  • the construction of the underside of the ceiling therefore essentially corresponds to the inner wall attachment of a side wall.
  • cover plates different materials can be used, such as wood sandwich panels, hardboard, gypsum boards, which are available to the skilled person when needed.
  • the introduction of sanitary pipes and electrical cables in the walls and ceilings of the building is done in a known manner.
  • the wall and ceiling construction according to the invention allows that the building structure can be easily performed by a client himself, the elements used are required by their standardization only in a few variants and only a few design work is necessary. This avoids the error-prone and simplifies the structure even by untrained forces.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Finishing Walls (AREA)

Claims (14)

  1. Structure de .mur extérieur et/ou intérieur pour un système de bâtiment, en particulier un bâtiment d'habitation, qui est conçu comme une construction en ossature sur un panneau de base, avec des poteaux verticaux (1, 2) et une couche isolante placée entre des poteaux voisins, les poteaux (1, 2) étant espacés suivant une dimension modulaire standardisée et disposés entre le plancher et le plafond d'un étage de bâtiment, la structure de mur extérieur et/ou intérieur comportant des poteaux voisins qui sont couverts, des deux côtés, par des panneaux de recouvrement (7, 8), les poteaux (1, 2) de forme rectangulaire présentant, sur le côté extérieur et sur le côté intérieur mur, des encoches (3, 4) qui s'étendent dans le sens longitudinal des poteaux (1, 2) et dans lesquelles sont introduites des baguettes de guidage (5, 6) respectives dépassant de la surface des poteaux (1, 2), les panneaux de recouvrement (7, 8) situés des deux côtés présentant une largeur telle qu'ils sont adjacents latéralement aux flancs latéraux respectifs, dépassant des poteaux (1, 2), des baguettes de guidage (5, 6), et les panneaux de recouvrement (7, 8) étant fixés aux poteaux (1, 2) par une fixation par vissage ou serrage, la zone de liaison de deux panneaux de recouvrement (7, 8) voisins étant recouverte par un contre-lattage (11-14) pour lequel des fentes sont prévues dans le sens longitudinal dudit contre-lattage (11-14),
    caractérisée en ce que les baguettes de guidage (5, 6) qui dépassent des poteaux (1, 2) et qui font saillie par rapport aux panneaux de mur pénètrent dans les fentes.
  2. Structure de mur extérieur selon la revendication 1, caractérisée en ce qu'un revêtement de mur extérieur résistant aux intempéries (18) est monté sur le contre-lattage prévu sur le côté extérieur du mur.
  3. Structure de mur extérieur selon la revendication 1, caractérisée en ce qu'un revêtement de mur intérieur (17) est monté sur le contre-lattage prévu sur le côté intérieur du mur.
  4. Structure de mur extérieur selon la revendication 1, caractérisée en ce que les panneaux de recouvrement (7) prévus sur le côté extérieur du mur sont conçus comme des panneaux à base de bois perméables à la diffusion (DWD).
  5. Structure de mur extérieur selon la revendication 1, caractérisée en ce que les panneaux de recouvrement (8) situés sur le côté intérieur du mur sont conçus comme des panneaux comprimés à plat OSB.
  6. Structure de mur extérieur selon la revendication 2, caractérisée en ce que le revêtement de mur extérieur (18) se compose de panneaux résistants aux intempéries, en particulier de panneaux Eternit.
  7. Structure de mur extérieur selon la revendication 3, caractérisée en ce que le revêtement de mur intérieur (17) prévu sur une sous-structure se compose de lattes de bois massif de construction (KVH) (16).
  8. Structure de mur intérieur selon la revendication 1, caractérisée en ce que les panneaux de recouvrement prévus des deux côtés du mur intérieur sont conçus comme des panneaux comprimés à plat OSB.
  9. Structure de mur intérieur selon la revendication 8, caractérisée en ce que les panneaux de recouvrement, des deux côtés du mur intérieur, sont pourvus de lattes de bois massif de construction (KVH) (16) par l'intermédiaire d'un contre-lattage (11-14).
  10. Structure de couverture pour un système de bâtiment, dans laquelle la couverture contient une construction modulaire composée de poutres de couverture (19, 20) qui s'étendent à l'horizontale et qui présentent un écartement standardisé, des poutres de couverture voisines étant garnies de panneau de recouvrement (28) et une couche isolante étant placée entre les poutres de couverture (19, 20), la structure de couverture comportant des poutres de couverture de forme rectangulaire, et les côtés supérieurs des poutres (19, 20) présentant des encoches (21) qui s'étendent dans le sens longitudinal et dans lesquelles sont introduites des baguettes de guidage (26, 27) dépassant du côté supérieur des poutres (19, 20), et les panneaux de recouvrement (28) situés sur le côté supérieur présentant une largeur telle qu'ils sont adjacents latéralement aux baguettes de guidage (26, 27) respectives qui dépassent des poutres (19, 20), caractérisée en ce que les côtés inférieurs des poutres de couverture (19, 20) présentent des encoches (21) respectives qui s'étendent dans le sens longitudinal et dans lesquelles sont introduites des baguettes de guidage (35, 36) qui dépassent du côté inférieur des poutres (33, 34), et en ce que les panneaux de recouvrement (37) situés sur le côté inférieur présentent une largeur telle qu'ils sont adjacents latéralement aux baguettes de guidage (36, 37) respectives qui dépassent des poutres (33, 34).
  11. Structure de couverture selon la revendication 10, caractérisée en ce que les branches longitudinales latérales des poutres de couverture (19, 20) comportent sur leur bord inférieur un lattage de support respectif (22-24), et en ce qu'un panneau intermédiaire (25) est apte à être posé sur le lattage de support de poutres voisines.
  12. Structure de couverture selon la revendication 11, caractérisée en ce que les panneaux de recouvrement (28) situés sur le côté supérieur et sur le côté inférieur sont conçus comme des panneaux OSB.
  13. Structure de couverture selon la revendication 11, caractérisée en ce que les panneaux intermédiaires (25) sont conçus comme des panneaux OSB.
  14. Structure de couverture selon la revendication 10, caractérisée en ce que la couverture est garnie, côté inférieur, de lattes de bois de construction (KVH) auxquelles le revêtement de couverture est fixé.
EP15158465.3A 2015-03-10 2015-03-10 Montage de mur pour un système de bâtiment, en particulier un immeuble d'habitation Active EP3067483B1 (fr)

Priority Applications (4)

Application Number Priority Date Filing Date Title
EP15158465.3A EP3067483B1 (fr) 2015-03-10 2015-03-10 Montage de mur pour un système de bâtiment, en particulier un immeuble d'habitation
PCT/EP2016/054477 WO2016142248A1 (fr) 2015-03-10 2016-03-02 Structure de paroi et structure de recouvrement pour un système de bâtiment, en particulier de bâtiment d'habitation
AU2016231373A AU2016231373B2 (en) 2015-03-10 2016-03-02 Wall structure and ceiling structure for a building system, in particular a residential building
NZ735241A NZ735241A (en) 2015-03-10 2016-03-02 Wall structure and ceiling structure for a building system, in particular a residential building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP15158465.3A EP3067483B1 (fr) 2015-03-10 2015-03-10 Montage de mur pour un système de bâtiment, en particulier un immeuble d'habitation

Publications (2)

Publication Number Publication Date
EP3067483A1 EP3067483A1 (fr) 2016-09-14
EP3067483B1 true EP3067483B1 (fr) 2017-05-10

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EP15158465.3A Active EP3067483B1 (fr) 2015-03-10 2015-03-10 Montage de mur pour un système de bâtiment, en particulier un immeuble d'habitation

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EP (1) EP3067483B1 (fr)
AU (1) AU2016231373B2 (fr)
NZ (1) NZ735241A (fr)
WO (1) WO2016142248A1 (fr)

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE663351A (fr) *
FR1238404A (fr) * 1959-07-01 1960-08-12 Dispositif de fixation et d'assemblage de tôles de recouvrement d'une cloison
FR2271361A1 (en) * 1974-05-17 1975-12-12 Pluvinage Pierre Composite metal and timber T-section beam - has steel web for strength and timber flange for rigidity
FR2760478A1 (fr) * 1997-03-06 1998-09-11 Francois Aubert Element de construction de type poutre
DE202006018691U1 (de) * 2006-10-24 2007-02-22 STRÄHLE Raum - Systeme GmbH Trennwandsystem

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NZ735241A (en) 2018-12-21
AU2016231373B2 (en) 2021-05-27
WO2016142248A1 (fr) 2016-09-15
EP3067483A1 (fr) 2016-09-14
AU2016231373A1 (en) 2017-09-28

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