EP1953300B1 - Agencement pour assemblage d'éléments de construction à base de bois - Google Patents

Agencement pour assemblage d'éléments de construction à base de bois Download PDF

Info

Publication number
EP1953300B1
EP1953300B1 EP08150316.1A EP08150316A EP1953300B1 EP 1953300 B1 EP1953300 B1 EP 1953300B1 EP 08150316 A EP08150316 A EP 08150316A EP 1953300 B1 EP1953300 B1 EP 1953300B1
Authority
EP
European Patent Office
Prior art keywords
wall
bracket
arrangement according
floor construction
construction element
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
EP08150316.1A
Other languages
German (de)
English (en)
Other versions
EP1953300A2 (fr
EP1953300A3 (fr
Inventor
Tommy Persson
Jonas Pettersson
Göran ERIKSSON
Johan ÖHMAN
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.)
Masonite Beams AB
Original Assignee
Masonite Beams AB
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 Masonite Beams AB filed Critical Masonite Beams AB
Publication of EP1953300A2 publication Critical patent/EP1953300A2/fr
Publication of EP1953300A3 publication Critical patent/EP1953300A3/fr
Application granted granted Critical
Publication of EP1953300B1 publication Critical patent/EP1953300B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

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
    • E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/10—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of wood
    • 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
    • E04B1/38—Connections for building structures in general
    • E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
    • E04B1/6108—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
    • E04B1/612—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces
    • E04B1/6125—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with protrusions on the one frontal surface co-operating with recesses in the other frontal surface
    • E04B1/6141—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with protrusions on the one frontal surface co-operating with recesses in the other frontal surface the connection made by an additional locking key
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/70—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood
    • E04B2/701—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with integrated supporting and obturation function

Definitions

  • the present invention concerns an arrangement for joining wood-based construction elements according to the introduction of claim 1.
  • the manufacture of houses and other types of building takes place evermore often with the aid of construction elements, for several reasons. Not only is it possible for the assembly of the house to take place with fewer persons involved at the building site, but also is the manufacture of the construction elements carried out in a controlled environment, such as that in a factory.
  • the construction elements comprise modules that are put together, forming in this manner a building.
  • the module may be fully complete, with its outer surface coated with a weather-resistant surface layer, the inner surface wallpapered, and the interior of the module provided with insulation and conduits installed for, for example, the electrical installations.
  • the module may be one complete wall, a wall with at least one of windows and doors, and floor structure modules.
  • US2002/0100235 discloses a construction panel in the form of both horizontally and vertically oriented elements.
  • the elements are attached to each other or to an existing building by a variety of attachment mechanisms such as nuts and bolts, screws or nails.
  • the vertical building element is attached to the horizontal element by screws or nails.
  • the horizontal element includes a part that fits into a pocket created between two vertical elements, and the part is held in place in the pocket with nails or screws.
  • DE19702860 discloses a wooden house assembled from prefabricated panels. A first wall panel is positioned on top of a second wall panel. Between the wall panels is inserted a beam shoe in which a beam from a floor element rests. The beam shoe is inserted is a gap between the wall panels. The wall panels have flat ends, and are held in place and in line by attaching the wall covering.
  • One aim of the present invention is to offer an arrangement for the assembly of wood-based floor construction elements that gives an exact fitting of the elements to each other.
  • a second aim is to offer an arrangement for the fitting of the construction elements against each other that gives at the same time locking in both the vertical direction and the horizontal direction during the joining process.
  • Figure 1 shows, according to a preferred embodiment, a construction element 1 in the form of a wall element 1A, 1A.1 or a floor construction element 1B, manufactured from wooden material.
  • the construction element 1 which for reasons of clarity will be described as standing in a vertical direction when it is a wall element 1A and laying in a horizontal direction when it is a floor construction element 1B, comprises a structural body having supporting battens of elongated I-beams 2, one of which is shown in more detail in Figure 2 . It is an advantage if the webs 3 of the I-beams 2 are manufactured from wood-fibre sheet. The two edges of the web 3 are attached at the sides to a pressure flange 4 and a tensile flange 5 manufactured from wood.
  • the beams 2 are arranged essentially parallel to each other and at a certain separation, with their tensile flanges 5 attached to a first surface covering 6, for example a building sheet, adapted for an outdoor environment and advantageously provided with facade material such as panels or similar. It is appropriate that the separation between the beams 2 be adapted for insulation material of standard dimensions.
  • the beams can be arranged with a greater or lesser distance between them, depending on the load that it is intended that the construction element 1 is to carry, and depending on whether the construction element 1 is to be insulated or not. It is an advantage that nogging pieces be arranged between the I-beams 2. It is an advantage if also a transverse I-beam be arranged at the end pieces 8a, 8b of the I-beams.
  • a plate 9 in the form of a lamellar board is attached to the pressure flanges 4 of the beams 2, which plate comprises a core 10 with fibres that are parallel to the longitudinal direction of the I-beams, and which core is covered by a surface layer 11 on at least the side that faces the I-beams 2.
  • the core 10 comprise planks 12 that are arranged with their long sides next to each other and parallel with the I-beams 2.
  • the size of the plate 9 depends on the load to which the wall element 1A will be subject when the building has been built.
  • the pressure flange side 4 of the beams 2 is only partially covered by the plate 9, since the load on the wall element 1A will be significantly lower than it will be in a multi-storey building.
  • the pressure flange side 4 is thus covered by the plate 9 solely on that part that is adjacent to the ceiling, when viewed in a vertical direction. That part of the pressure flange side 4 of the I-beams 2 that is not covered by the plate 9 is, instead, arranged with a traditional type of building board.
  • the arrangement of the sheet in this manner can be compared with a traditional truss beam. If the wall element 1A is to be used in a building with a heavy vertical load, such as a multi-storey building or an industrial building, then the pressure flange side 4 of the wall element 1A is fully covered by the plate 9.
  • one of the flanges of the beam may be provided with a means of absorbing tensile forces in the form of carbon fibre or steel tape.
  • the end parts of the I-beams 2 are covered by a plate 9 at the end walls 13 of the floor construction element 1 B.
  • the pressure flange side 4 is arranged with a traditional floor plate. If, however, the span is large and calculations have shown that the downwards curvature and the vibration properties require a stiffer design, then the complete pressure flange side is arranged with a plate 9 in the form of a lamellar board or LVL plate.
  • each end wall 13 in the form or a hook or bracket 14.
  • the bracket 14 demonstrates a principal surface 15 having a width, and it demonstrates flange surfaces 16a, 16b at the edges of its two end pieces, which flange surfaces are angled perpendicularly away from the principal surface 15, one 16a of the flange surfaces being angled in one direction and the other 16b of the flange surfaces being angled in the other direction.
  • the bracket 14 is screwed, or attached by another suitable method, to the floor construction element 1B with its principal surface 15 essentially parallel to the end wall 13 of the floor construction element.
  • One 16a of the flange surfaces is positioned such that it is directed in towards the floor construction element 1 B in contact with the end plate 9 of the element, whereby the other 16b flange surface protrudes from the end 13 at the same level as, or somewhat under, the edge 18 of the plate 9.
  • the free end of the second 16b flange surface demonstrates an end piece 19 essentially parallel with the principal surface 15 forming an inverted "U" with the principal surface 15.
  • the plate 9 and the I-beams 2 of the wall element 1A are arranged, according to Figures 6-8 , such that one end part 20 of the plate 9 is located a distance inside one of the ends 8a of the I-beams 2, and the other end part 21 of the plate 9 is located a distance outside of the other of the ends 8b of the I-beams 2.
  • a joint is formed with the form of a tongue-and-groove joint 22 with a groove 23 and a tongue 24, where the groove 23 is formed between the plate of the floor construction element 1 B and the plate of one of the wall elements 1A, and the tongue 24 is constituted by the plate 9 of the other wall element 1A.1.
  • the end parts 20, 21 of the plate 9 in another embodiment that is shown in Figure 7A are at a level with the transverse I-beam that is arranged at the ends 8a, 8b of the longitudinal I-beams, i.e. when the wall elements are stacked vertically on each other, one on top of the other, then the elements will make contact at their ends without a tongue-and-groove joint being formed.
  • the plate 9 of the wall element 1A is, according to Figure 3 , provided with a notch 25 that is present at the edge 18 of the plate 9 that is directed towards the ceiling, when seen in the vertical direction.
  • a sound-absorbing and vibration-absorbing material 17 is placed into the notch, which material covers all surfaces of the notch as seen in Figure 4 .
  • the material comprises in another embodiment of the invention a tape that is arranged in the notch 25. Corner pieces of the same material may be placed at the corners of the notch 25 if the design requires this.
  • the notch 25 has been given an extent that corresponds to, or is somewhat greater than, the width of the bracket 14 of the floor construction element 1B. When the floor construction element 1 B is to be installed, the bracket 14 is positioned at the position of the notch 25 in the plate 9.
  • the inverted "U” form of the bracket is subsequently placed in contact with the sound-absorbing and vibration-absorbing material 17 in the notch 25.
  • the extent of the notch 25 ensures that the bracket 14 is in contact with the notch and the material 17 at three of its edges, and thus prevents motion of the floor construction element 1 B in the horizontal direction.
  • the deployment of the next level of wall elements begins, if the building is of multi-storey type.
  • Each wall element is lifted up and positioned such that it is in contact with a previously placed wall element, after which the elements are lowered.
  • the end part 21 is placed at the edge 19 of that part of the lamellar board 9 that is located outside of the ends 8b of the I-beam 2, making contact with the part of the existing wall element 1A.1 that comprises the notch with the bracket 14 of the floor construction element. Also the vertical motion of the floor construction element is thus locked in this manner.
  • component parts of the coupling arrangements described above are manufactured from at least one of high-strength steel and stainless steel. It should, however, be realised that other types of material, such as composite materials, can be used.
  • construction element described above may be of a different design, for example, one using supporting battens of solid wood.
  • a further type of construction element comprises elements of solid wood, i.e. construction elements manufactured from, for example, glulam beams that are joined together to form a construction element.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Wood Science & Technology (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Claims (12)

  1. Agencement pour l'assemblage de deux éléments de construction (1A, 1 B) en matériau à base de bois construits à partir de lattes de support (2) et d'au moins une plaque (9), desquels un élément de construction (1A) est un composant d'un mur porteur formé d'au moins deux éléments de mur de ce type (1A, 1A.1), empilés les uns sur les autres, l'un au-dessus de l'autre, tandis que le second élément de construction (1 B) est un composant d'une construction de plancher essentiellement horizontale qui est soutenue par ledit mur, caractérisé en ce que l'agencement comprend un support (14) qui est disposé au niveau d'un mur d'extrémité (13) de l'élément de construction de plancher (1 B), et lequel support possède à l'une de ses extrémités une partie en forme de crochet (16b, 19) de laquelle est suspendu l'élément de construction de plancher, reposant sur une première partie de bord à une extrémité (20) d'un (1A.1) des éléments de mur, moyennant quoi l'élément de construction de plancher est bloqué pour empêcher un mouvement horizontal par rapport à l'élément de mur par une interaction entre une pièce d'extrémité (19) qui est un composant de la partie en forme de crochet du support et une encoche (25) disposée dans l'élément de mur, laquelle encoche s'étend dans une direction verticale vers l'intérieur de l'élément de mur, et encoche dans laquelle est disposée la pièce d'extrémité.
  2. Agencement selon la revendication 1, selon lequel le support (14) possède une surface principale (15) positionnée au centre à laquelle on a fixé au mur d'extrémité (13) de l'élément de construction de plancher (1 B) une surface de rebord (16b) qui forme la partie en forme de crochet (16b, 19) du support, conjointement avec la pièce d'extrémité (19) lorsqu'elle dépasse du mur d'extrémité et, en interaction avec ladite surface de rebord, l'élément de construction de plancher repose sur la première partie de bord d'une extrémité (20) d'un des éléments de mur (1A.1).
  3. Agencement selon la revendication 2, selon lequel le support (14) possède une surface de rebord (16a) au niveau de sa seconde extrémité, laquelle surface de rebord est dirigée d'une manière telle par rapport à la surface principale centrale (15) que le support présente la forme d'un « S » avec des coins prononcés.
  4. Agencement selon la revendication 2, selon lequel la partie en forme de crochet (16b, 19) du support (14) qui est définie par la surface de rebord (16b), la pièce d'extrémité libre (19) et une partie de la surface principale (15) sont orientées les unes par rapport aux autres de telle sorte qu'elles forment ensemble un « U » retourné avec des coins prononcés.
  5. Agencement selon la revendication 3, selon lequel la surface de rebord (16a) au niveau de la deuxième extrémité du support (14) est positionnée de telle sorte qu'elle dépasse dans et sous un bord inférieur de l'élément de construction de plancher (1 B).
  6. Agencement selon la revendication 1, selon lequel la partie en forme de crochet (16b, 19) du support (14) est maintenue sous pression entre les deux bords en butée des deux éléments de mur(1A, 1A.1) qui sont empilés l'un au-dessus de l'autre.
  7. Agencement selon la revendication 6, selon lequel la partie en forme de crochet (16b, 19) est comprimée dans un raccord à rainure et languette (22) avec une rainure (23) et une languette (24), où la rainure (23) est formée par l'élément de construction de plancher (1B) et un (1A.1) des éléments de mur, et la languette (24) est constituée par la plaque (9) du second (1A) élément de mur empilé sur ledit premier élément de mur.
  8. Agencement selon l'une quelconque des revendications 1 à 7, selon lequel la plaque (9) du second élément de mur (1A) comprend un bord (21) qui est placé en contact avec le premier bord (20) du premier (1A.1) élément de mur lorsque les éléments de mur sont empilés les uns sur les autres afin de bloquer le support (14) et, de cette façon, le mouvement de l'élément de construction de plancher (1 B), dans la direction verticale.
  9. Agencement selon la revendication 1, selon lequel la partie de bord (20) d'un (1A.1) des éléments de mur comprend une encoche (25) dans laquelle repose la partie en forme de crochet (16b, 19) du support (14).
  10. Agencement selon l'une quelconque des revendications précédentes, selon lequel un matériau d'insonorisation (17) est disposé entre les deux éléments de mur (1A, 1A.1) qui sont empilés l'un au-dessus de l'autre.
  11. Agencement selon la revendication 9, selon lequel un matériau d'insonorisation et d'absorption de vibrations est disposé dans l'encoche (25), matériau d'insonorisation sur lequel repose la partie en forme de crochet (16b, 19) du support (14).
  12. Agencement selon l'une quelconque des revendications 1 à 11, selon lequel les lattes de support (2) comprennent des poutres en I avec une âme (3), au niveau desquelles sont disposés un rebord de pression (4) et un rebord de traction (5), et caractérisé en ce que la plaque (9) présente une âme (10) avec ses fibres parallèles à la direction longitudinale des lattes de support (2), laquelle âme comportant sur un de ses côtés une couche de surface (11) sous la forme d'un panneau de fibres de bois.
EP08150316.1A 2007-01-26 2008-01-16 Agencement pour assemblage d'éléments de construction à base de bois Active EP1953300B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
SE0700202A SE532066C2 (sv) 2007-01-26 2007-01-26 Anordning för sammanfogning av träbaserade byggelement

Publications (3)

Publication Number Publication Date
EP1953300A2 EP1953300A2 (fr) 2008-08-06
EP1953300A3 EP1953300A3 (fr) 2014-07-09
EP1953300B1 true EP1953300B1 (fr) 2016-04-13

Family

ID=39311023

Family Applications (1)

Application Number Title Priority Date Filing Date
EP08150316.1A Active EP1953300B1 (fr) 2007-01-26 2008-01-16 Agencement pour assemblage d'éléments de construction à base de bois

Country Status (2)

Country Link
EP (1) EP1953300B1 (fr)
SE (1) SE532066C2 (fr)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SE546234C2 (sv) 2019-04-08 2024-07-23 Masonite Beams Ab Vibrationsdämpande byggnadskonstruktion vid bjälklag

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FI904426A (fi) * 1990-09-07 1992-03-08 Naesin Asennus Oy Fogsystem till element.
DE19702860C1 (de) * 1997-01-27 1998-08-13 Helmut Resle Holzhaus oder ein Teil davon
GB9916839D0 (en) * 1999-07-20 1999-09-22 Marlow & Company Limited Metal hanger for use in the building industry
SE515784C2 (sv) 2000-02-23 2001-10-08 Martinsons Trae Ab Förband mellan två av massivträ bestående byggnadselement
US20020100235A1 (en) * 2001-02-01 2002-08-01 Arvin Weiss Systems, methods, and articles of manufacture for use in panelized construction

Also Published As

Publication number Publication date
SE0700202L (sv) 2008-07-27
EP1953300A2 (fr) 2008-08-06
SE532066C2 (sv) 2009-10-13
EP1953300A3 (fr) 2014-07-09

Similar Documents

Publication Publication Date Title
CA2692723C (fr) Panneau de toit isole structurel dote d'une ame en mousse rigide
CA2692597C (fr) Panneaux structurels isoles dotes d'une ame en mousse rigide et sans pont thermique
CA2464189C (fr) Systemes et methodes de construction de batiments
US7856786B2 (en) Wall and floor construction arrangements and methods
US20100300037A1 (en) Insulating Structure
GB2415714A (en) Insulated timber frame building panel
EP3601689B1 (fr) Panneau pour une cloison
US20100088986A1 (en) Method of constructing a building, such building, and wall and floor elements for use therein
WO2011033289A1 (fr) Ensemble panneau de construction
US11840836B2 (en) Structural wall panel system
GB2478844A (en) A prefabricated wall panel with a structural support frame comprising concrete.
EP1953300B1 (fr) Agencement pour assemblage d'éléments de construction à base de bois
KR101375028B1 (ko) 구조용 목재가 포함된 단열복합패널 및 그 단열복합패널을 이용한 벽체 시공 방법
EP3911805B1 (fr) Système et procédé de construction
US20240084593A1 (en) Structual Wall Panel System
AU2023208609A1 (en) A collaborating joist and suspended ceiling system and a method for assembling the system
EP1953302A2 (fr) Agencement pour assemblage d'éléments de construction à base de bois
JP2024075028A (ja) 吊天井構造
WO2013079971A2 (fr) Améliorations relatives à la construction
GB2583314A (en) Façade construction using through wall thermal stud
OA20490A (en) Structural wall panel system

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: 20080116

AK Designated contracting states

Kind code of ref document: A2

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

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AK Designated contracting states

Kind code of ref document: A3

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

RIC1 Information provided on ipc code assigned before grant

Ipc: E04B 1/10 20060101ALI20140605BHEP

Ipc: E04B 1/26 20060101AFI20140605BHEP

Ipc: E04B 1/61 20060101ALN20140605BHEP

AKX Designation fees paid

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

AXX Extension fees paid

Extension state: BA

Extension state: MK

Extension state: RS

Extension state: AL

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

RIC1 Information provided on ipc code assigned before grant

Ipc: E04B 1/10 20060101ALI20151013BHEP

Ipc: E04B 1/26 20060101AFI20151013BHEP

Ipc: E04B 1/61 20060101ALN20151013BHEP

INTG Intention to grant announced

Effective date: 20151105

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

RAP1 Party data changed (applicant data changed or rights of an application transferred)

Owner name: MASONITE BEAMS AB

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

REG Reference to a national code

Ref country code: AT

Ref legal event code: REF

Ref document number: 790333

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

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 602008043436

Country of ref document: DE

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG4D

REG Reference to a national code

Ref country code: NO

Ref legal event code: T2

Effective date: 20160413

REG Reference to a national code

Ref country code: AT

Ref legal event code: MK05

Ref document number: 790333

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: 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

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: 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

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

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: 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: 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

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: SE

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: BE

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: 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: 602008043436

Country of ref document: DE

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

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

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: 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: 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

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: 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: CH

Ref legal event code: PL

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

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20170929

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

Ref country code: LI

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

Effective date: 20170131

Ref country code: FR

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

Effective date: 20170131

Ref country code: CH

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

Effective date: 20170131

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: LU

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

Effective date: 20170116

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

Ref country code: IE

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

Effective date: 20170116

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 NON-PAYMENT OF DUE FEES

Effective date: 20170116

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: 20080116

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

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

Ref country code: CY

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

Effective date: 20160413

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

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

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

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: 20160813

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

Ref country code: GB

Payment date: 20231204

Year of fee payment: 17

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

Ref country code: FI

Payment date: 20231219

Year of fee payment: 17

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

Ref country code: DE

Payment date: 20231218

Year of fee payment: 17

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

Ref country code: NO

Payment date: 20240102

Year of fee payment: 17