EP2191081B1 - Wood prefabricated construction members and construction system - Google Patents

Wood prefabricated construction members and construction system Download PDF

Info

Publication number
EP2191081B1
EP2191081B1 EP08803284.2A EP08803284A EP2191081B1 EP 2191081 B1 EP2191081 B1 EP 2191081B1 EP 08803284 A EP08803284 A EP 08803284A EP 2191081 B1 EP2191081 B1 EP 2191081B1
Authority
EP
European Patent Office
Prior art keywords
elements
boards
construction system
prefabricated
angle
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.)
Active
Application number
EP08803284.2A
Other languages
German (de)
French (fr)
Other versions
EP2191081A1 (en
Inventor
Jean Pierre Gavazzi
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.)
Alpha Creation Production Sarl
Original Assignee
Alpha Creation Production Sarl
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 Alpha Creation Production Sarl filed Critical Alpha Creation Production Sarl
Publication of EP2191081A1 publication Critical patent/EP2191081A1/en
Application granted granted Critical
Publication of EP2191081B1 publication Critical patent/EP2191081B1/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

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
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/34—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts
    • E04C2/36—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts spaced apart by transversely-placed strip material, e.g. honeycomb panels
    • 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
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/42—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities
    • E04B2/54—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities the walls being characterised by fillings in all cavities in order to form a wall construction
    • 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

Definitions

  • the present invention relates to prefabricated elements of wooden construction and the constructive system implementing said elements for the construction of buildings.
  • wood as a building material has advantages in thermal, sound and seismic insulation. It is a light material and therefore easy to transport, and which corresponds to ecological standards.
  • the most frequently used consists of stacking on top of each other from a bladed chevron floor, reservations being prepared for the installation of the doors and / or windows.
  • This known system provides a solid wall which must at least inside the building, receive a doubling insulation and electrical ducts and other pipes.
  • the document FR-A-2393894 describes a building system made of wood, including prefabricated wooden boxes intended for the realization of the external walls of prefabricated buildings. These boxes are intended to be embedded in posts for this purpose.
  • the present invention proposes prefabricated wooden elements intended to build constructions by an ecological construction system which makes it possible to considerably increase the known advantages of the wood construction and to bring new ones, in particular as regards the ease of manufacture. and mounting of the construction, as to the conditions of thermal and sound insulation and the mechanical strength.
  • the present invention proposes a building system of wooden building as defined in claim 1.
  • This system may be in accordance with one or more of claims 2 to 11.
  • FIGs 1 and 2 there is shown a wooden building element or block 1 intended to form a building wall filling element between load-bearing elements.
  • the element or block 1 comprises two parallel boards 2, one external to the construction to be made and the other internal, said boards being separated along a space 3 by means 4 forming a spacer.
  • Each of the boards 2 constituting the element or block 1 according to the invention is provided with longitudinal assembly means with lower and upper elements or blocks 1 and transverse assembly means with complementary lateral elements and abutting them ( figure 3 ).
  • each of the boards 2 has on the section of its side or upper length a peg 5 on the inner side and a shoulder 6 set back from said peg on the outer side.
  • Each of the boards has on the section of its side or lower length a pin 7 on the outer side and a shoulder 8 set back from said pin on the outer side.
  • This arrangement has the advantage when superimposing the elements 1 ( figure 4 ) to perform an overlap of the lower by the upper like tiles superimposed, which prevents the upwelling inwards.
  • Transverse joining elements ( figures 1-2 ) of an element 1 with the complementary lateral elements and abutting them of the same row, are constituted by arrangement at each vertical end of each of the boards 2, tenons and shoulders.
  • each of the boards is provided with an external tenon 9 and an internal shoulder 10 at one end of the element 1.
  • Each of the boards has an internal tenon 11 and an outer shoulder 12 to the other end.
  • This arrangement can be adopted indifferently on one or the other end of each pair of boards 2 so that the element 1 thus formed has a male end and a female end.
  • figure 3 is represented an assembly of two rows of elements 1 superimposed with a pole 13.
  • the lower row consists of an element 1 of great length and the upper row by abutment of two elements 1.
  • the spacers are shown.
  • the spacers 4 are arranged on the same axis, one near the upper edge of the element 1, and the other near the lower edge.
  • four spacers 4 are provided, ie one pair at each end of the element 1 and in the case of elements of greater length ( figure 2 ), intermediate spacers may be provided.
  • Each upper and lower pair of spacers serves as a means of handling the element 1, which facilitates the assembly work.
  • the parallel boards 2 constituting said element are spaced apart by at least four spacers 4 of which two near its upper length and two near its lower length.
  • the spacers 4 are provided at each end with pins 14 which are housed in grooves or mortises of the internal face of each board 2.
  • the grooves and the tenons 14 are dovetailed as shown in FIG. all the figures and more particularly on the partial view of the figure 11 .
  • the abutment of elements 1 of the same rank can be reinforced by a horizontal board 15 screwed on the end spacers 4 of each of the elements. Said end spacers being superimposed from one row of elements to the other, they can also be screwed together.
  • the joining of a row of elements with a post 13 can also be reinforced ( figure 3 ) by a clip 15 screwed to the end spacer 4 and a metal bracket 16 screwed onto the spacer and the pole 13.
  • the figure 4 illustrates a wall wall according to the invention according to the section CC of the figure 7 .
  • a low rail 16 which has a longitudinal recess 17 on which fits the first element 1.
  • the upper element 1 is covered by a high rail 18 having a longitudinal groove 19.
  • FIGs 5 and 6 represent another type of elements 1 B of construction according to the invention, said double female, the end of each of the parallel boards 2 is provided with an external tenon 9 and an inner shoulder 10, so as to present two female ends.
  • the use of this element is illustrated on the figure 8 which is a section along the AA marks of the figure 7 .
  • the figure 7 is a side view in elevation of a wall with a window opening 20, having a stack of elements 1 on either side of the two posts 13 and between them a stack of elements 1 B to window level 20.
  • the figure 8 is a cup following the AA marks of the figure 7 with a partial view of two elements 1 whose male studs 9 penetrate in parallel grooves 21 of one side of the posts 13. Between the posts 13 are stacked the elements 1 B whose male studs 9 end enclose a longitudinal blade reported 22 forming a relief or a molding which may possibly come from machining with the pole 13.
  • the figure 9 is a view along the BB mark of the figure 7 in which we find the low rail 16, the stack of elements 1B, the window 20, an upper element 1 B and the high rail 18.
  • the Figures 10A, 10B represent top views of the corner elements constituting bearing elements.
  • the corner elements have the same height as the elements 1 and 1 B and abut with them or with a pole and stack on top of each other. They comprise a long element 31 and a short element 32 assembled at right angles so as to form an L and which, according to the assembly, are oriented to the left or to the right.
  • the outer boards 2 of the long 31 and short 32 elements are cut to the tab and abutments.
  • the inner board 2 of the long member 31 is mortised at its end 23 in the outer board 2 of the short member 32 and the inner board 2A of the short member 32 is mortised in the inner board of the long member. 31 at its end 24.
  • a spacer 4 is an extension of said slotting, so that the structure is perfectly fixed at the angle.
  • the corner elements may further and if necessary be reinforced by a pole, which can advantageously be placed between the inner and outer planks 2 of the blocks 1, exactly in the angle, or near the angle in the long element 31 or short 32.
  • a reinforcing pole may be placed against the boards 2 internal to the wall forming the internal angle of the frame.
  • Poles 13 of the height of the wall to be made and corner elements are load-bearing elements.
  • the corner elements may consist of a long element 31 and a short element 32 assembled at right angles, having the same height as the filling elements 1, 1B and abutting with them or with a pole 13.
  • the inner board 2 of the long member 31 is mortised at its end 23 in the outer board 2 of the short member 32, and the inner board 2A of the element short 32 is mortised in the inner board 2 of the long member 31 at its end 24.

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)
  • Joining Of Building Structures In Genera (AREA)
  • Rod-Shaped Construction Members (AREA)

Description

La présente invention concerne des éléments préfabriqués de construction en bois et le système constructif mettant en oeuvre lesdits éléments en vue de l'édification de bâtiments.The present invention relates to prefabricated elements of wooden construction and the constructive system implementing said elements for the construction of buildings.

L'utilisation du bois comme matériau de construction présente des avantages au niveau de l'isolation thermique, phonique et sismique. C'est un matériau léger et donc facile à transporter, et qui correspond aux normes écologiques.The use of wood as a building material has advantages in thermal, sound and seismic insulation. It is a light material and therefore easy to transport, and which corresponds to ecological standards.

L'art antérieur connaît différents systèmes de construction à partir d'éléments préfabriqués en bois.The prior art knows different construction systems from prefabricated wooden elements.

Le plus fréquemment utilisé consiste en un empilement les uns sur les autres à partir d'un sol de chevrons bouvetés, des réservations étant préparées pour la mise en place des portes et/ou fenêtres. Ce système connu réalise une paroi pleine qui doit au moins à l'intérieur de la construction, recevoir un doublage d'isolation ainsi que les gaines électriques et autres conduites.The most frequently used consists of stacking on top of each other from a bladed chevron floor, reservations being prepared for the installation of the doors and / or windows. This known system provides a solid wall which must at least inside the building, receive a doubling insulation and electrical ducts and other pipes.

La préfabrication est largement utilisée dans ce type de construction.Prefabrication is widely used in this type of construction.

Le document FR-A-2.393.894 décrit un système constructif de bâtiment en bois, comprenant des caissons en bois préfabriqués destinés à la réalisation de parois extérieures de bâtiments préfabriqués. Ces caissons sont destinés à s'encastrer dans des poteaux à cet effet.The document FR-A-2393894 describes a building system made of wood, including prefabricated wooden boxes intended for the realization of the external walls of prefabricated buildings. These boxes are intended to be embedded in posts for this purpose.

La présente invention propose des éléments en bois préfabriqués destinés à édifier des constructions par un système constructif écologique qui permet d'accroître considérablement les avantages connus de la construction bois et d'en apporter de nouveaux, notamment quant à la facilité de fabrication et de montage de la construction, quant aux conditions d'isolation thermique et phonique et quant à la résistance mécanique.The present invention proposes prefabricated wooden elements intended to build constructions by an ecological construction system which makes it possible to considerably increase the known advantages of the wood construction and to bring new ones, in particular as regards the ease of manufacture. and mounting of the construction, as to the conditions of thermal and sound insulation and the mechanical strength.

A cet effet, la présente invention propose un système constructif de bâtiment en bois tel que défini dans la revendication 1.For this purpose, the present invention proposes a building system of wooden building as defined in claim 1.

Ce système peut être conforme à l'une ou plusieurs des revendications 2 à 11.This system may be in accordance with one or more of claims 2 to 11.

Les dessins ci-dessous énoncés illustrent une forme préférée de réalisation de l'invention :

  • la figure 1 est une vue d'une face d'un élément ou bloc selon l'invention :
  • la figure 2 est une vue de dessus de l'élément ou bloc selon la figure 1 ;
  • la figure 3 est une vue en coupe suivant un axe longitudinal d'un montage comportant plusieurs éléments ou blocs assemblés entre eux sur deux rangs et avec un élément porteur constitué d'un poteau ;
  • la figure 4 est une vue en coupe et en élévation d'un mur réalisé par empilage d'éléments ou blocs selon l'invention ;
  • les figures 5 et 6 sont des vues de face et en coupe d'un autre type d'élément ou bloc selon l'invention ;
  • la figure 7 est une vue de face en élévation d'un mur avec une ouverture de type fenêtre ;
  • la figure 8 est une coupe suivant les repères AA de la figure 7 ;
  • la figure 9 est une coupe suivant les repères BB de la figure 7 ;
  • les figures 10A et 10B sont des vues de dessus d'éléments d'angle constituant éléments porteurs ;
  • la figure 11 est une vue de détail de la figure 10A.
The drawings below set forth illustrate a preferred embodiment of the invention:
  • the figure 1 is a view of a face of an element or block according to the invention:
  • the figure 2 is a top view of the element or block according to the figure 1 ;
  • the figure 3 is a sectional view along a longitudinal axis of an assembly comprising several elements or blocks assembled together in two rows and with a carrier element consisting of a pole;
  • the figure 4 is a sectional and elevational view of a wall made by stacking elements or blocks according to the invention;
  • the Figures 5 and 6 are views from the front and in section of another type of element or block according to the invention;
  • the figure 7 is a front elevational view of a wall with a window-like opening;
  • the figure 8 is a cup following the AA marks of the figure 7 ;
  • the figure 9 is a section following the BB markers of the figure 7 ;
  • the Figures 10A and 10B are top views of corner elements constituting bearing elements;
  • the figure 11 is a detail view of the figure 10A .

En figures 1 et 2, est représenté un élément ou bloc 1 de construction en bois destiné à constituer élément de remplissage de murs de bâtiments entre des éléments porteurs. L'élément ou bloc 1 comprend deux planches parallèles 2 dont une externe à la construction à réaliser et l'autre interne, lesdites planches étant séparées suivant un espace 3 par des moyens 4 formant entretoise. Chacune des planches 2 constitutives de l'élément ou bloc 1 selon l'invention est dotée de moyens d'assemblage longitudinaux avec des éléments ou blocs 1 inférieurs et supérieurs et de moyens d'assemblage transversaux avec des éléments latéraux complémentaires et aboutés entre eux (figure 3).In Figures 1 and 2 , there is shown a wooden building element or block 1 intended to form a building wall filling element between load-bearing elements. The element or block 1 comprises two parallel boards 2, one external to the construction to be made and the other internal, said boards being separated along a space 3 by means 4 forming a spacer. Each of the boards 2 constituting the element or block 1 according to the invention is provided with longitudinal assembly means with lower and upper elements or blocks 1 and transverse assembly means with complementary lateral elements and abutting them ( figure 3 ).

A cet effet, chacune des planches 2 présente sur la section de sa rive ou longueur supérieure un tenon 5 du côté interne et un épaulement 6 en retrait du dit tenon du côté externe. Chacune des planches présente sur la section de sa rive ou longueur inférieure un tenon 7 du côté externe et un épaulement 8 en retrait dudit tenon du côté externe.For this purpose, each of the boards 2 has on the section of its side or upper length a peg 5 on the inner side and a shoulder 6 set back from said peg on the outer side. Each of the boards has on the section of its side or lower length a pin 7 on the outer side and a shoulder 8 set back from said pin on the outer side.

Cette disposition présente l'avantage lors de la superposition des éléments 1 (figure 4) de réaliser un recouvrement de l'inférieur par le supérieur comme des tuiles superposées, ce qui empêche les remontées d'eau vers l'intérieur.This arrangement has the advantage when superimposing the elements 1 ( figure 4 ) to perform an overlap of the lower by the upper like tiles superimposed, which prevents the upwelling inwards.

Les éléments d'assemblage transversaux (figures 1-2) d'un élément 1 avec les éléments latéraux complémentaires et aboutés entre eux d'une même rangée, sont constitués par aménagement à chaque extrémité verticale de chacune des planches 2, de tenons et épaulements.Transverse joining elements ( figures 1-2 ) of an element 1 with the complementary lateral elements and abutting them of the same row, are constituted by arrangement at each vertical end of each of the boards 2, tenons and shoulders.

Selon le mode de réalisation représenté sur la figure 2, chacune des planches est dotée d'un tenon externe 9 et d'un épaulement interne 10 à une extrémité de l'élément 1. Chacune des planches est dotée d'un tenon interne 11 et d'un épaulement externe 12 à l'autre extrémité. Cette disposition peut être adoptée indifféremment sur l'une ou l'autre extrémité de chaque couple de planches 2 de sorte que l'élément 1 ainsi constitué présente une extrémité mâle et une extrémité femelle.According to the embodiment shown on the figure 2 each of the boards is provided with an external tenon 9 and an internal shoulder 10 at one end of the element 1. Each of the boards has an internal tenon 11 and an outer shoulder 12 to the other end. This arrangement can be adopted indifferently on one or the other end of each pair of boards 2 so that the element 1 thus formed has a male end and a female end.

En figure 3, est représenté un assemblage de deux rangs d'éléments 1 superposés avec un poteau 13. Pour l'exemple, la rangée inférieure est constituée d'un élément 1 de grande longueur et la rangée supérieure par aboutement de deux éléments 1.In figure 3 is represented an assembly of two rows of elements 1 superimposed with a pole 13. For the example, the lower row consists of an element 1 of great length and the upper row by abutment of two elements 1.

En figure 4 sont représentées les entretoises. Suivant une forme préférée de l'invention, les entretoises 4 sont disposées sur un même axe, l'une à proximité de la rive supérieure de l'élément 1, et l'autre à proximité de la rive inférieure. De préférence, il est prévu quatre entretoises 4, soit un couple à chaque extrémité de l'élément 1 et dans le cas d'éléments de plus grande longueur (figure 2), il peut être prévu des entretoises intermédiaires. Chaque couple supérieur et inférieur d'entretoises, sert de moyen de manutention de l'élément 1, ce qui facilite le travail de montage. Ainsi, les planches 2 parallèles constitutives dudit élément sont espacées par au moins quatre entretoises 4 dont deux à proximité de sa longueur supérieure et deux à proximité de sa longueur inférieure.In figure 4 the spacers are shown. According to a preferred form of the invention, the spacers 4 are arranged on the same axis, one near the upper edge of the element 1, and the other near the lower edge. Preferably, four spacers 4 are provided, ie one pair at each end of the element 1 and in the case of elements of greater length ( figure 2 ), intermediate spacers may be provided. Each upper and lower pair of spacers serves as a means of handling the element 1, which facilitates the assembly work. Thus, the parallel boards 2 constituting said element are spaced apart by at least four spacers 4 of which two near its upper length and two near its lower length.

Les entretoises 4 sont pourvues à chaque extrémité de tenons 14 qui se logent dans des rainures ou mortaises de la face interne de chaque planche 2. De préférence, mais non limitativement, les rainures et les tenons 14 sont à queue d'aronde comme représenté sur l'ensemble des figures et plus particulièrement sur la vue partielle de la figure 11.The spacers 4 are provided at each end with pins 14 which are housed in grooves or mortises of the internal face of each board 2. Preferably, but not exclusively, the grooves and the tenons 14 are dovetailed as shown in FIG. all the figures and more particularly on the partial view of the figure 11 .

L'aboutement des éléments 1 d'un même rang (figure 3) peut être renforcé par une planchette horizontale 15 vissée sur les entretoises 4 d'extrémité de chacun des éléments. Lesdites entretoises d'extrémité étant superposées d'une rangée d'éléments à l'autre, elles peuvent également être vissées entre elles.The abutment of elements 1 of the same rank ( figure 3 ) can be reinforced by a horizontal board 15 screwed on the end spacers 4 of each of the elements. Said end spacers being superimposed from one row of elements to the other, they can also be screwed together.

La jonction d'une rangée d'éléments avec un poteau 13 peut également être renforcée (figure 3) par une planchette 15 vissée à l'entretoise 4 d'extrémité et une cornière métallique 16 vissée sur l'entretoise et le poteau 13.The joining of a row of elements with a post 13 can also be reinforced ( figure 3 ) by a clip 15 screwed to the end spacer 4 and a metal bracket 16 screwed onto the spacer and the pole 13.

La figure 4 illustre une paroi de mur selon l'invention suivant la coupe CC de la figure 7. Sur un sol plan de tout type est disposée une lisse basse 16 qui présente une moulure longitudinale en relief 17 sur laquelle s'emboîte le premier élément 1. L'élément 1 supérieur est chapeauté par une lisse haute 18 présentant une rainure longitudinale 19.The figure 4 illustrates a wall wall according to the invention according to the section CC of the figure 7 . On a flat floor of any type is disposed a low rail 16 which has a longitudinal recess 17 on which fits the first element 1. The upper element 1 is covered by a high rail 18 having a longitudinal groove 19.

Les figures 5 et 6 représentent un autre type d'éléments 1 B de construction selon l'invention, dit double femelle, dont l'extrémité de chacune des planches parallèles 2 est pourvue d'un tenon extérieur 9 et d'un épaulement intérieur 10, de façon à présenter deux extrémités femelles. L'emploi de cet élément est illustré sur la figure 8, qui est une coupe suivant les repères AA de la figure 7.The Figures 5 and 6 represent another type of elements 1 B of construction according to the invention, said double female, the end of each of the parallel boards 2 is provided with an external tenon 9 and an inner shoulder 10, so as to present two female ends. The use of this element is illustrated on the figure 8 which is a section along the AA marks of the figure 7 .

La figure 7 est une vue de côté en élévation d'un mur avec une ouverture de fenêtre 20, présentant un empilement d'éléments 1 de part et d'autre des deux poteaux 13 et entre ceux-ci un empilement d'éléments 1 B jusqu'au niveau de la fenêtre 20.The figure 7 is a side view in elevation of a wall with a window opening 20, having a stack of elements 1 on either side of the two posts 13 and between them a stack of elements 1 B to window level 20.

La figure 8 est une coupe suivant les repères AA de la figure 7 avec une vue partielle de deux éléments 1 dont les tenons mâles 9 pénètrent dans des rainures parallèles 21 d'une face des poteaux 13. Entre les poteaux 13 sont empilés les éléments 1 B dont les tenons mâles 9 d'extrémité enserrent une lame longitudinale rapportée 22 formant un relief ou une moulure qui peut éventuellement venir d'usinage avec le poteau 13.The figure 8 is a cup following the AA marks of the figure 7 with a partial view of two elements 1 whose male studs 9 penetrate in parallel grooves 21 of one side of the posts 13. Between the posts 13 are stacked the elements 1 B whose male studs 9 end enclose a longitudinal blade reported 22 forming a relief or a molding which may possibly come from machining with the pole 13.

La figure 9 est une vue suivant le repère BB de la figure 7 dans laquelle on retrouve la lisse basse 16, l'empilement d'éléments 1B, la fenêtre 20, un élément 1 B supérieur et la lisse haute 18.The figure 9 is a view along the BB mark of the figure 7 in which we find the low rail 16, the stack of elements 1B, the window 20, an upper element 1 B and the high rail 18.

Les figures 10A, 10B représentent des vues de dessus des éléments d'angle constituant éléments porteurs. Les éléments d'angle ont la même hauteur que les éléments 1 et 1 B et s'aboutent avec eux ou avec un poteau et s'empilent l'un sur l'autre. Ils comportent un élément long 31 et un élément court 32 assemblés à angle droit de sorte à former un L et qui, selon le montage, sont orientés à gauche ou à droite.The Figures 10A, 10B represent top views of the corner elements constituting bearing elements. The corner elements have the same height as the elements 1 and 1 B and abut with them or with a pole and stack on top of each other. They comprise a long element 31 and a short element 32 assembled at right angles so as to form an L and which, according to the assembly, are oriented to the left or to the right.

Les planches 2 extérieures des éléments longs 31 et courts 32 sont taillées à l'onglet et aboutées. La planche interne 2 de l'élément long 31 est mortaisée à son extrémité en 23 dans la planche externe 2 de l'élément court 32 et la planche interne 2A de l'élément court 32 est mortaisée dans la planche interne de l'élément long 31 à son extrémité en 24. Une entretoise 4 vient dans le prolongement dudit mortaisage, de sorte que la structure est parfaitement fixée au niveau de l'angle. Ces éléments sont porteurs. En effet, ils sont aptes, de par leur géométrie, à supporter le poids de la structure sans déformation gênante, notamment grâce au mode d'assemblage des pièces par encastrement et à un agencement assurant le contreventement.The outer boards 2 of the long 31 and short 32 elements are cut to the tab and abutments. The inner board 2 of the long member 31 is mortised at its end 23 in the outer board 2 of the short member 32 and the inner board 2A of the short member 32 is mortised in the inner board of the long member. 31 at its end 24. A spacer 4 is an extension of said slotting, so that the structure is perfectly fixed at the angle. These elements are carriers. Indeed, they are able, by their geometry, to support the weight of the structure without annoying deformation, in particular thanks to the assembly mode of the parts by embedding and an arrangement ensuring the bracing.

Ces détails constructifs sont illustrés sur la vue partielle de la figure 11 qui représente l'assemblage de l'angle de l'élément représenté à la figure 10A.These constructive details are illustrated on the partial view of the figure 11 which represents the assembly of the angle of the element shown in the figure 10A .

Les éléments d'angle peuvent en outre et si nécessaire, être renforcés par un poteau, celui-ci pouvant avantageusement être placé entre les planches 2 internes et externes des blocs 1, exactement dans l'angle, ou à proximité de l'angle dans l'élément long 31 ou court 32. Selon un autre mode de réalisation, et toujours de manière optionnelle, un poteau de renforcement peut être placé contre les planches 2 internes au mur formant l'angle interne du bâti.The corner elements may further and if necessary be reinforced by a pole, which can advantageously be placed between the inner and outer planks 2 of the blocks 1, exactly in the angle, or near the angle in the long element 31 or short 32. According to another embodiment, and always optionally, a reinforcing pole may be placed against the boards 2 internal to the wall forming the internal angle of the frame.

Ces différents éléments coopèrent pour offrir un système constructif de bâtiment en bois, mettant en oeuvre des éléments de remplissage selon l'invention. Des poteaux 13 de la hauteur du mur à réaliser et des éléments d'angle, constituent des éléments porteurs. Les éléments d'angle peuvent être constitués d'un élément long 31 et d'un élément court 32 assemblés à angle droit, ayant la même hauteur que les éléments de remplissage 1, 1B et s'aboutant avec ceux-ci ou avec un poteau 13.These different elements cooperate to provide a building system of wooden building, implementing filling elements according to the invention. Poles 13 of the height of the wall to be made and corner elements, are load-bearing elements. The corner elements may consist of a long element 31 and a short element 32 assembled at right angles, having the same height as the filling elements 1, 1B and abutting with them or with a pole 13.

De manière avantageuse, dans le système constructif selon l'invention, la planche 2 interne de l'élément long 31 est mortaisée à son extrémité 23 dans la planche 2 externe de l'élément court 32, et la planche interne 2A de l'élément court 32 est mortaisée dans la planche 2 interne de l'élément long 31 à son extrémité 24.Advantageously, in the construction system according to the invention, the inner board 2 of the long member 31 is mortised at its end 23 in the outer board 2 of the short member 32, and the inner board 2A of the element short 32 is mortised in the inner board 2 of the long member 31 at its end 24.

Claims (11)

  1. Wooden building construction system comprising wall-filling elements assembled between support elements, of which
    - the filling elements are prefabricated wooden elements which are contiguously butted and stacked on one another, each prefabricated filling element (1) comprising two parallel boards (2) including one outside the wall to be constructed and the other inside the said wall, the said boards being spaced (3) from one another by spacer-forming means (4) such that they define a hollow parallelepiped;
    characterized in that
    - the support elements are
    - on the one hand posts (13) having the height of the wall to be constructed and assembled with one stack of filling elements or with two stacks on either side of the said post and
    - on the other hand prefabricated angle elements (1) stacked on one another, having the same height as the filling elements and butting with them.
  2. Construction system according to Claim 1, characterized in that the angle elements are made up of a long element (31) and of a short element (32) which are assembled at a right angle.
  3. Construction system according to either of Claims 1 and 2, characterized in that the inner board (2) of the long element (31) is mortised at its end (23) in the outer board (2) of the short element (32), and the inner board (2A) of the short element (32) is mortised in the inner board (2) of the long element (31) at its end (24).
  4. Construction system according to one of the preceding claims, characterized in that each of the boards (2) making up a prefabricated element (1) is equipped with longitudinal means of assembly with lower and upper complementary elements and is equipped with transverse means of assembly with complementary lateral elements.
  5. Construction system according to one of the preceding claims, characterized in that each of the boards (2) making up a prefabricated element (1) has, on the section of its upper length, a tenon (5) on the inner side and a shoulder (6) on the outer side and, on the section of its lower length, a tenon (7) on the outer side and a shoulder (8) on the inner side.
  6. Construction system according to one of the preceding claims, characterized in that each of the two boards (2) making up a prefabricated element (1) has, at an end on its cross section, an outer tenon (9) and an inner shoulder (10) or vice versa (11, 12) so as to have a male end and a female end.
  7. Construction system according to one of Claims 1 to 5, characterized in that each of the two boards (2) making up a prefabricated element (1) has, at each end on its cross section, a shoulder (10) on the inner side and a tenon (9) on the outer side, so as to have two female ends.
  8. Construction system according to one of the preceding claims, characterized in that the two boards (2) making up a prefabricated element (1) are spaced by spacers (4) with tenons (14), each end being accommodated in corresponding mortises of the said boards.
  9. Construction system according to the preceding claim, characterized in that the two boards (2) making up a prefabricated element (1) are spaced by at least four spacers (4), with two spacers in the vicinity of its upper length and two spacers in the vicinity of its lower length.
  10. Construction system according to the preceding claim, characterized in that the tenons (14) of the spacers (4) fit into blind mortises.
  11. Construction system according to any one of the preceding claims, characterized in that the angle elements are reinforced by posts placed between the inner and outer boards (2) of the filling elements in the angle elements, exactly in the angle or in the vicinity of the angle.
EP08803284.2A 2007-08-28 2008-08-27 Wood prefabricated construction members and construction system Active EP2191081B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR0706030A FR2920450B1 (en) 2007-08-28 2007-08-28 PREFABRICATED WOODEN CONSTRUCTION ELEMENTS AND CONSTRUCTIVE SYSTEM IMPLEMENTING SAID ELEMENTS
PCT/EP2008/061258 WO2009027448A1 (en) 2007-08-28 2008-08-27 Wood prefabricated construction members and construction system

Publications (2)

Publication Number Publication Date
EP2191081A1 EP2191081A1 (en) 2010-06-02
EP2191081B1 true EP2191081B1 (en) 2016-04-13

Family

ID=39273190

Family Applications (1)

Application Number Title Priority Date Filing Date
EP08803284.2A Active EP2191081B1 (en) 2007-08-28 2008-08-27 Wood prefabricated construction members and construction system

Country Status (4)

Country Link
EP (1) EP2191081B1 (en)
DO (1) DOP2010000070A (en)
FR (1) FR2920450B1 (en)
WO (1) WO2009027448A1 (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007519025A (en) 2003-07-14 2007-07-12 コーニンクレッカ フィリップス エレクトロニクス エヌ ヴィ Variable lens
EP2591178A1 (en) * 2010-07-08 2013-05-15 Vincent Marie Rodolphe Claire Lepot Construction of buildings using wooden blocks
ITBZ20130028A1 (en) * 2013-05-27 2014-11-28 Roman Terzer CONSTRUCTION FORM FOR THE FORMATION OF WALLS.
EP2944738B1 (en) * 2014-05-12 2018-07-04 Patrice Fiaux Construction element intended in particular for manufacturing load-bearing walls or partitions for a building
ES2579441B1 (en) * 2014-10-24 2017-08-01 Silvia Cristina GARCÍA MORENO Wooden drawer for execution of walls filled with rammed raw earth

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2393894A1 (en) * 1977-06-08 1979-01-05 Salmeron Floreal Box section for prefabricated house walls - has upper and lower plates joined by rectangular strut with dovetailed ends

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE9214307U1 (en) * 1992-10-23 1993-03-04 Lorenzhaus Hans-Peter Lorenz, 7597 Rheinau, De
DE10224903A1 (en) * 2002-06-04 2004-06-24 Ludwig Junker Sägewerk und Holzhandel GmbH timber element
WO2007068267A1 (en) * 2005-12-13 2007-06-21 Ludwig Junker Sägewerk und Holzhandel GmbH Wooden building element for constructing the walls of a building

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2393894A1 (en) * 1977-06-08 1979-01-05 Salmeron Floreal Box section for prefabricated house walls - has upper and lower plates joined by rectangular strut with dovetailed ends

Also Published As

Publication number Publication date
EP2191081A1 (en) 2010-06-02
WO2009027448A1 (en) 2009-03-05
FR2920450A1 (en) 2009-03-06
DOP2010000070A (en) 2010-06-15
FR2920450B1 (en) 2013-11-29

Similar Documents

Publication Publication Date Title
EP2191081B1 (en) Wood prefabricated construction members and construction system
EP2347057A1 (en) Modular construction system
FR2880904A1 (en) IMPROVEMENTS TO THE CONSTRUCTION MODE BY STANDARD ELEMENTS
WO2006084958A1 (en) Double walls
EP1934409A1 (en) Building system for constructing walls
FR2950089A1 (en) Wall panel i.e. partially insulated large wall panel, for building i.e. house, has two insulating blocks superimposed along longitudinal direction and filling interior space delimited by frame, and spacer inserted between insulating blocks
FR3030594B1 (en) ASSEMBLY OF ELEMENTS AND METHOD FOR BUILDING AN EDIFICE
WO2005116355A1 (en) Method for building a wooden house
EP0975843B1 (en) Wall panel with device for assembling superposed wooden planks of the panel
EP2960390A1 (en) Beam with integrated insulation
EP0152145A1 (en) Panel for the modular construction of a building
EP3255218B1 (en) Construction element and construction obtained from said construction element
FR3035892A1 (en) ASSEMBLY OF BEAMS AND POSTS FOR STACK CONSTRUCTION
EP2576933B1 (en) Cardboard construction element and construction method using such elements
CA2947994A1 (en) Clamping device for energy efficient frames
FR3052798A1 (en) BLOCK FOR THE CONSTRUCTION OF WALLS FACILITATING THE PASSAGE OF CABLES AND ENHANCING THE THERMAL INSULATION
CH650826A5 (en) GLUEED WOOD COMPOSITE CONSTRUCTION ELEMENT.
FR2900173A1 (en) Calibrated concrete element assembly for constructing e.g. wall, has stackable blocks arranged vertically and horizontally in complementary shapes, where each block includes partition which forms beam between walls
EP3325732B1 (en) Module for assembling a wall made of paletts and method for creating such a wall
WO2007128906A1 (en) Quick construction component
BE1027373B1 (en) NESTABLE WOODEN CONSTRUCTION MODULES
FR2486858A1 (en) Timber wall made from dove tailed beams - has tongued and groove joints along length and chamfered on outside to present lapped surface
FR3028273A1 (en) NEW INSULATING BONDING ELEMENT BETWEEN COMPOSITE PANELS FOR THE BUILDING, NEW ADAPTED PANELS AND METHOD OF CONSTRUCTING WALLS
FR2958949A1 (en) Structural component for agglomerated or massive wood bearing wall in e.g. passive building, has concrete blocks and planks formed with same sections integrating insulating core installed in zigzag manner at upper and lower surfaces
EP1371785A1 (en) Prefabricated element for manhole and manhole

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

17P Request for examination filed

Effective date: 20100318

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MT NL NO PL PT RO SE SI SK TR

AX Request for extension of the european patent

Extension state: AL BA MK RS

DAX Request for extension of the european patent (deleted)
17Q First examination report despatched

Effective date: 20130725

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

INTG Intention to grant announced

Effective date: 20151027

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MT NL NO PL PT RO SE SI SK TR

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: AT

Ref legal event code: REF

Ref document number: 790342

Country of ref document: AT

Kind code of ref document: T

Effective date: 20160415

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: FRENCH

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 602008043577

Country of ref document: DE

REG Reference to a national code

Ref country code: SE

Ref legal event code: TRGR

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG4D

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 9

REG Reference to a national code

Ref country code: AT

Ref legal event code: MK05

Ref document number: 790342

Country of ref document: AT

Kind code of ref document: T

Effective date: 20160413

REG Reference to a national code

Ref country code: NL

Ref legal event code: MP

Effective date: 20160413

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: NL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160413

Ref country code: FI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160413

Ref country code: PL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160413

Ref country code: NO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160713

Ref country code: LT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160413

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: ES

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160413

Ref country code: AT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160413

Ref country code: HR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160413

Ref country code: LV

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160413

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160714

Ref country code: PT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160816

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160413

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 602008043577

Country of ref document: DE

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160413

Ref country code: DK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160413

Ref country code: CZ

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160413

Ref country code: EE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160413

Ref country code: RO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160413

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

26N No opposition filed

Effective date: 20170116

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MC

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160413

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 20160827

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160413

REG Reference to a national code

Ref country code: IE

Ref legal event code: MM4A

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GB

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20160827

Ref country code: IE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20160827

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LU

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20160827

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 10

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: CZ

Payment date: 20180222

Year of fee payment: 8

Ref country code: CH

Payment date: 20170827

Year of fee payment: 10

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: SE

Payment date: 20170829

Year of fee payment: 10

Ref country code: BE

Payment date: 20170831

Year of fee payment: 10

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: HU

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT; INVALID AB INITIO

Effective date: 20080827

Ref country code: CY

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160413

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160413

Ref country code: TR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160413

Ref country code: IS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160413

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: BG

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160413

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 11

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 602008043577

Country of ref document: DE

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

REG Reference to a national code

Ref country code: SE

Ref legal event code: EUG

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CH

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20180831

Ref country code: LI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20180831

REG Reference to a national code

Ref country code: BE

Ref legal event code: MM

Effective date: 20180831

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20180828

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20190301

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: BE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20180831

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 20230828

Year of fee payment: 16