[go: up one dir, main page]

EP2381034B1 - Dispositif destiné à équiper un joint de dilatation entre des dalles de béton - Google Patents

Dispositif destiné à équiper un joint de dilatation entre des dalles de béton Download PDF

Info

Publication number
EP2381034B1
EP2381034B1 EP11163587.6A EP11163587A EP2381034B1 EP 2381034 B1 EP2381034 B1 EP 2381034B1 EP 11163587 A EP11163587 A EP 11163587A EP 2381034 B1 EP2381034 B1 EP 2381034B1
Authority
EP
European Patent Office
Prior art keywords
profiles
profile
concrete slabs
concrete
slabs
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.)
Not-in-force
Application number
EP11163587.6A
Other languages
German (de)
English (en)
Other versions
EP2381034A3 (fr
EP2381034A2 (fr
Inventor
Pierre Michiels
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.)
Plakabeton SA
Original Assignee
Plakabeton SA
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 Plakabeton SA filed Critical Plakabeton SA
Publication of EP2381034A2 publication Critical patent/EP2381034A2/fr
Publication of EP2381034A3 publication Critical patent/EP2381034A3/fr
Application granted granted Critical
Publication of EP2381034B1 publication Critical patent/EP2381034B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00—Details of pavings
    • E01C11/02—Arrangement or construction of joints; Methods of making joints; Packing for joints
    • E01C11/04—Arrangement or construction of joints; Methods of making joints; Packing for joints for cement concrete paving
    • E01C11/14—Dowel assembly ; Design or construction of reinforcements in the area of joints
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00—Details of pavings
    • E01C11/02—Arrangement or construction of joints; Methods of making joints; Packing for joints
    • E01C11/04—Arrangement or construction of joints; Methods of making joints; Packing for joints for cement concrete paving
    • E01C11/08—Packing of metal

Definitions

  • the present invention relates to the field of construction, and more particularly to the field of profiles intended to equip the expansion joints between two slab portions in slabs or concrete slabs on ground.
  • the profiles are provided with load transfer elements that could keep the profiles level in the interim phase.
  • these charge transfer elements are necessarily present in the middle of the total thickness of the slab.
  • the profile must have either a large height or a complex shape, especially in the case where the thickness of the slab is important, and therefore require a volume of material (steel), which, of course, is particularly disadvantageous at the economic level.
  • the present invention is advantageously aimed at overcoming the disadvantage described above.
  • the invention relates to a device as described in the claims.
  • the invention relates to a device for equipping an expansion joint between two concrete slabs according to claim 1.
  • This structure eliminates the problem described above by maintaining the profiles in the same plane in the provisional phase, so before and / or during the pouring of the concrete.
  • the invention is limited to devices in which said flat parts are part of anchor studs (or doguets), that is to say that it is the studs (or doguets) that serve to secure each profile with the corresponding concrete slab.
  • the invention therefore does not cover systems in which the charge transfer elements could play the role of setting up profiles in the temporary phase. It is also clear that the flat portions of the anchor studs (or doguets) are positioned under the underside of the profiles.
  • the invention is thus distinguished from systems or devices of the state of the art in which the profiles themselves are provided with flat parts such as load transfer elements, which could ensure said maintenance in the provisional phase (before or during casting of concrete).
  • the advantage of the device of the invention with respect to systems or devices of the state of the art in which the charge transfer elements make it possible to keep the profiles level is that the profiles can be reduced in volume, that is to say that the mass of metal and in particular of steel necessary for producing the profile is reduced significantly.
  • the flat portions that maintain the level profiles are only anchor dowels (or doguets), which allows the use of low profiles, especially in comparison with the total height of the slab .
  • each stud or doguet
  • the flat part of each stud (or doguet) is fixed on the lower face of one profile and protrudes the width of the said lower face so as to support the other (the second) profile, without being secured (or secured) to the said other (second) profile.
  • the figure 1 describes a device according to a first embodiment of the invention.
  • the invention therefore provides a device for equipping an expansion joint between slabs, comprising two profiles, preferably metal profiles, said device comprising means for temporarily holding, that is to say before and during the casting of the concrete, both profiles at the same level in the (horizontal) plane defined by the level of finish of the pavement.
  • the figure 1 represents a device according to a first embodiment.
  • the device comprises two profiles 1a, 1b, preferably metal and rectilinear in the longitudinal direction of the seal, arranged face to face, which will form the edges of the two concrete slabs A and B, thus equipping the joint between said slabs.
  • the profiles 1a and 1b have a section of essentially rectangular and identical shape, thus having flat horizontal faces 10a, 10b of the lower side of the profiles.
  • Vertical flat elements 3a and 3b are respectively fixed to the profiles 1a and 1b, below these profiles, that is to say below the lower face 10a and 10b, and can form separating plates between the slabs A and B.
  • the flat members 3a / 3b are temporarily assembled to one another at a plurality of locations along the joint, for example by means of several conventional connections such as bolts (screws + nuts) (not shown).
  • One of the separation plates 3a may be integral with a rigid element 5, for example a metal plate, for the charge transfer.
  • a sheath 6 is preferably placed on the load transfer element 5, in one of the parts of the tiling. Since the sleeve 6 is not attached to the device, the charge transfer element can not be used to maintain the profiles level before and during casting of the concrete during the provisional phase.
  • the studs (or doguets) 2a / 2b shown in this embodiment consist essentially of a folded sheet comprising a flat portion 11, fixedly attached (preferably welded) to the respective lower faces 10a / 10b of the profiles.
  • each stud (or doguet) then comprises an inclined portion 12 and a horizontal portion 13.
  • the portion 11 of the stud (or doguet) 2a has a length such that said portion 11 protrudes from the width of the face 10a to serve as a support to the second profile 1b, without being secured (interdependent) to said second profile.
  • said second profile 1b is provided with studs (or doguets) 2b anchor, which are also provided with flat portions 11 which extend beyond the width of the faces 10b on which they are welded, so as to support the profiles 1a.
  • the studs (or doguets) 2a and 2b are arranged alternately along the length of the seal. The mutual support of the profiles 1a and 1b by the studs (or doguets) 2b and 2a ensures the leveling of the edges of slabs, before and during the pouring of the concrete.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Road Paving Structures (AREA)

Description

    Objet de l'invention
  • La présente invention se rapporte au domaine de la construction, et plus particulièrement au domaine des profils destinés à équiper les joints de dilatation entre deux parties de dalle dans les dallages ou dalles de béton sur sol.
    • Etat de la technique
  • L'utilisation de dispositifs pourvus de profils métalliques pour protéger les dalles de béton au niveau de la partie supérieure avec goujons ou doguets (ou saillies) pour l'ancrage et/ou avec éléments pour le transfert de charge est connue. Des exemples de ce type de dispositifs sont décrits dans les documents EP-A-1391556 et EP-A-1905898 . WO-A-2009/062531 décrit déjà un dispositif selon le préambule de la revendication 1.
  • L'un des problèmes rencontrés est la protection des bords des dalles de béton : pour la réalisation des dalles, il convient en effet, en phase provisoire (avant ou pendant la coulée du béton), de maintenir à niveau les profils de protection. Souvent, une connexion provisoire est prévue au niveau des tôles verticales qui sont attachées en dessous des profils et qui servent de tôles de séparation entre les dalles. Malgré cette connexion, on observe souvent que les profils ne restent pas exactement dans le même plan horizontal lors de la coulée du béton. En phase définitive (après la coulée du béton), l'ouverture du joint peut engendrer des chocs ou à-coups lors du passage de roues de véhicule ou d'engin de manutention, ces chocs réguliers entraînant à plus long terme une détérioration du béton. Ces chocs ou à-coups sont d'autant plus importants que les deux profils ne sont pas ou plus dans le même plan (horizontal).
  • Dans les dispositifs décrits dans le document DE-A-102007020816 et dans le document EP-A-0953682 , les profils sont pourvus d'éléments de transfert de charge qui pourraient maintenir les profils à niveau en phase provisoire. Toutefois, l'inconvénient majeur de ce type de dispositif est que ces éléments de transfert de charge se trouvent nécessairement présents au milieu de l'épaisseur totale de la dalle. Dans ce cas de figure, il est évident que le profil devra présenter soit une hauteur importante, soit une forme complexe, surtout dans le cas où l'épaisseur de la dalle est importante, et donc nécessiter un volume de matière (acier) important, ce qui, bien entendu, est particulièrement désavantageux au niveau économique.
    • Principaux éléments caractéristiques de l'invention
  • La présente invention vise avantageusement à surmonter l'inconvénient décrit ci-dessus. L'invention se rapporte à un dispositif tel que décrit dans les revendications.
  • L'invention se rapporte à un dispositif destiné à équiper un joint de dilatation entre deux dalles de béton selon la revendication 1. Cette structure permet d'éliminer le problème décrit ci-dessus en maintenant les profils dans un même plan en phase provisoire, donc avant et/ou pendant la coulée du béton.
  • Il est à noter que l'invention se limite à des dispositifs dans lesquels lesdites parties plates font parties des goujons (ou doguets) d'ancrage, c'est-à-dire que ce sont les goujons (ou doguets) qui servent à solidariser chaque profil avec la dalle de béton correspondante. L'invention ne couvre donc pas des systèmes dans lesquels les éléments de transfert de charge pourraient jouer le rôle de la mise en place des profils en phase provisoire. Il est également clair que les parties plates des goujons (ou doguets) d'ancrage se positionnent sous la face inférieure des profils.
  • L'invention se distingue donc des systèmes ou dispositifs de l'état de l'art dans lesquels les profils eux-mêmes sont pourvus de parties plates telles que des éléments de transfert de charge, qui pourraient assurer ledit maintien en phase provisoire (soit avant ou pendant la coulée du béton).
  • L'avantage du dispositif de l'invention vis-à-vis de systèmes ou dispositifs de l'état de la technique dans lesquels les éléments de transfert de charge permettent de maintenir les profils à niveau est que les profils peuvent être réduits en volume, c'est-à-dire que la masse de métal et en particulier d'acier nécessaire à la réalisation du profil est réduite de façon importante.
  • Dans l'invention, les parties plates qui maintiennent les profils à niveau ne font parties que des goujons (ou doguets) d'ancrage, ce qui permet d'utiliser des profils de faible hauteur, surtout en comparaison avec la hauteur totale de la dalle.
  • La partie plate de chaque goujon (ou doguet) est fixée sur la face inférieure d'un profil et déborde de la largeur de ladite face inférieure de façon à supporter l'autre (le second) profil, sans être assujettie (ou solidaire) audit autre (second) profil.
    • Brève description des figures
  • La figure 1 décrit un dispositif selon une première forme d'exécution de l'invention.
    • Description détaillée de plusieurs formes d'exécution de l'invention
  • L'invention prévoit donc un dispositif pour équiper un joint de dilatation entre dalles, comprenant deux profils, de préférence des profils métalliques, ledit dispositif comprenant des moyens pour maintenir de façon provisoire, c'est-à-dire avant et pendant la coulée du béton, les deux profils au même niveau dans le plan (horizontal) défini par le niveau de finition du dallage.
  • La figure 1 représente un dispositif selon une première forme d'exécution. Le dispositif comprend deux profils 1a, 1b, de préférence métalliques et rectilignes selon la direction longitudinale du joint, disposés face à face, qui vont former les bords des deux dalles de béton A et B, en équipant donc le joint entre lesdites dalles. Dans la forme d'exécution représentée à la figure 1, les profils 1a et 1b présentent une section de forme essentiellement rectangulaire et identique, ayant donc des faces plates horizontales 10a, 10b du côté inférieur des profils. Des éléments plats verticaux 3a et 3b sont fixés respectivement aux profils 1a et 1b, en dessous de ces profils, c'est-à-dire en dessous de la face inférieure 10a et 10b, et peuvent former des tôles de séparation entre les dalles A et B. Les éléments plats 3a/3b sont assemblés l'un à l'autre de manière provisoire à plusieurs endroits 4 le long du joint, par exemple à l'aide de plusieurs connexions classiques telles que des boulons (vis+écrous) (non montré).
  • L'une des tôles de séparation 3a peut être solidaire d'un élément rigide 5, par exemple une plaque en métal, destiné au transfert de charge. Pour assurer le libre mouvement des deux parties dans le plan des dalles, un fourreau 6 est de préférence posé sur l'élément 5 de transfert de charge, dans l'une des parties du dallage. Puisque le fourreau 6 n'est pas attaché au dispositif, l'élément de transfert de charge ne pourra pas servir à maintenir les profils à niveau avant et pendant la coulée du béton lors de la phase provisoire.
  • Sur les faces inférieures 10a/10b des profils 1a/1b, plusieurs goujons (ou doguets) d'ancrage 2a/2b peuvent être fixés pour assurer l'ancrage du dispositif dans le béton des dalles A/B.
  • Les goujons (ou doguets) 2a/2b représentés dans cette forme d'exécution consistent essentiellement en une tôle pliée comprenant une partie plate 11, attachée de manière fixe (de préférence soudée) sur les faces inférieures 10a/10b respectives des profils.
  • De préférence, chaque goujon (ou doguet) comprend ensuite une partie inclinée 12 et une partie horizontale 13. La partie 11 du goujon (ou doguet) 2a a une longueur telle que ladite partie 11 déborde de la largeur de la face 10a pour servir de support au second profil 1b, sans être assujettie (solidaire) audit second profil. De la même manière, ledit deuxième profil 1b est pourvu de goujons (ou doguets) d'ancrage 2b, qui eux aussi sont pourvus de parties plates 11 qui débordent de la largeur des faces 10b sur lesquelles elles sont soudées, de façon à supporter les profils 1a. De façon avantageuse, les goujons (ou doguets) 2a et 2b sont disposés en alternance sur la longueur du joint. Le support mutuel des profils 1a et 1b par les goujons (ou doguets) 2b et 2a assure le maintien à niveau des bords de dalles, avant et pendant la coulée du béton.

Claims (3)

  1. Dispositif destiné à équiper un joint de dilatation entre deux dalles de béton (A,B) adjacentes, le dispositif comprenant deux profils longitudinaux (1a,1b), disposés face à face, de façon à former les bords desdites dalles de béton, caractérisé en ce que le dispositif comprend une pluralité de goujons d'ancrage (2a,2b), lesdits goujons étant solidaires avec le dispositif, caractérisé en ce que lesdits goujons comprennent chacun une partie plate (11) qui se positionne sous la face inférieure (10a, 10b) des profils, de façon à maintenir les profils dans un même plan,
    et en ce que la partie plate (11) de chaque goujon est fixée sur la face inférieure (10a,10b) d'un profil (1a,1b) et déborde de la largeur de ladite face inférieure (10a,10b) de façon à supporter l'autre profil, sans être assujettie audit autre profil.
  2. Dispositif selon l'une quelconque des revendications précédentes, caractérisé en ce que le dispositif comprend également des tôles de séparation (3a,3b) qui sont solidaires respectivement avec les profils (1a,1b).
  3. Dispositif selon l'une quelconque des revendications précédentes, caractérisé en ce que le dispositif comprend une pluralité de cales (40) insérées dans des orifices ou trous qui se trouvent dans les tôles de séparation, de façon à ce que les cales (40) maintiennent les profils (1a,1b) dans un même plan.
EP11163587.6A 2010-04-22 2011-04-22 Dispositif destiné à équiper un joint de dilatation entre des dalles de béton Not-in-force EP2381034B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
BE2010/0256A BE1021213B1 (nl) 2010-04-22 2010-04-22 Inrichting bedoeld voor het plaatsen van een uitzetvoeg tussen betontegels

Publications (3)

Publication Number Publication Date
EP2381034A2 EP2381034A2 (fr) 2011-10-26
EP2381034A3 EP2381034A3 (fr) 2014-10-15
EP2381034B1 true EP2381034B1 (fr) 2017-08-16

Family

ID=43415335

Family Applications (1)

Application Number Title Priority Date Filing Date
EP11163587.6A Not-in-force EP2381034B1 (fr) 2010-04-22 2011-04-22 Dispositif destiné à équiper un joint de dilatation entre des dalles de béton

Country Status (2)

Country Link
EP (1) EP2381034B1 (fr)
BE (1) BE1021213B1 (fr)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2487817B (en) * 2010-10-28 2016-06-29 Illinois Tool Works Improvements in and in relation to metal edging for concrete slabs
FR3043105B1 (fr) * 2015-10-30 2018-10-26 Sifloor Joint de dilatation pour systeme de coffrage de dalles de beton

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1928302A (en) * 1930-08-29 1933-09-26 Connor B Shanley Expansion joint-structure for pavements, floors, and the like
BE1012984A3 (fr) * 1998-04-29 2001-07-03 Eurosteel Sa Joint de structure pour dalles en materiau moulable.
EP1391556A1 (fr) 2002-08-21 2004-02-25 Plakabeton Coffratec S.C.A. Dispositif pour équiper un joint de dilatation, en particulier un joint de dilatation entre des dalles de béton
DK2930269T3 (en) * 2006-06-12 2019-04-08 Hengelhoef Concrete Joints Nv STRUCTURAL COLLECTION
ATE471405T1 (de) * 2006-09-22 2010-07-15 Plakabeton Sa Vorrichtung zum ausbilden einer dehnungsfuge zwischen betonplatten
DE102007020816B3 (de) * 2007-05-02 2008-10-30 Herbert Hammes Schalungselement
WO2009062531A1 (fr) * 2007-11-16 2009-05-22 Hengelhoef Concrete Joints Manufacturing N.V. Joint structural

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None *

Also Published As

Publication number Publication date
BE1021213B1 (nl) 2015-08-11
EP2381034A3 (fr) 2014-10-15
EP2381034A2 (fr) 2011-10-26

Similar Documents

Publication Publication Date Title
FR3043105A1 (fr) Joint de dilatation pour systeme de coffrage de dalles de beton
EP1579075B1 (fr) Syteme pour transferer les charges entre des dalles coulees en place
EP0953682A1 (fr) Joint de structure pour dalles en matériau moulable
EP1391556A1 (fr) Dispositif pour équiper un joint de dilatation, en particulier un joint de dilatation entre des dalles de béton
EP2381034B1 (fr) Dispositif destiné à équiper un joint de dilatation entre des dalles de béton
WO2018215699A1 (fr) Joint de dilatation a renovation facilitee pour systeme de coffrage de dalles de beton
FR3000977A1 (fr) Poutrelle primaire de soutien a longueur ajustable
FR3011023A1 (fr) Equipement pour la realisation d'un batiment de stockage a couverture amovible
EP2392734A1 (fr) Module de séparation de voies en béton et barrière de séparation comprenant plusieurs modules de ce type
EP3483339A1 (fr) Joint de dilatation a renovation facilitee pour systeme de coffrage de dalles de beton
FR2975416A1 (fr) Support de lestage par dallette
FR3056507A1 (fr) Vehicule comprenant un dispositif d’absorption de chocs
FR3025540A1 (fr) Joint de dilatation pour systeme de coffrage de dalles beton, et systeme de coffrage comprenant un tel joint de dilatation.
FR3025503A1 (fr) Ensemble de construction pour pylone d’ascenseur et pylone d’ascenseur associe
EP3283400B1 (fr) Procédé pour le transport
EP1106738A2 (fr) Dispositif pour mise en continuite d'élements de barrieres de securité routiere
EP2216442B1 (fr) Dispositif pour équiper un joint de dilatation, en particulier un joint de dilatation entre des dalles de beton
EP2762744B1 (fr) Dispositif absorbeur de choc
FR2871486A1 (fr) Bloc de construction en beton pour l'edification de murs et assemblage comportant un tel bloc
FR2907139A1 (fr) Tete de pont ayant un caniveau equipe de murets intermediaires longitudinaux
EP4253690A1 (fr) Plateau de coffrage
FR2732991A1 (fr) Element de construction prefabrique
FR3112156A3 (fr) Dispositif, ensemble de parties comprenant ce dispositif et procédé de raccordement d’éléments longitudinaux
FR3125027A1 (fr) Conteneur pour le conditionnement de pièces pourvues d’au moins une ouverture
NL2015682B1 (en) Coupling device and connecting device.

Legal Events

Date Code Title Description
AK Designated contracting states

Kind code of ref document: A2

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

AX Request for extension of the european patent

Extension state: BA ME

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

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AK Designated contracting states

Kind code of ref document: A3

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

AX Request for extension of the european patent

Extension state: BA ME

RIC1 Information provided on ipc code assigned before grant

Ipc: E01C 11/08 20060101AFI20140908BHEP

Ipc: E01C 11/14 20060101ALI20140908BHEP

17P Request for examination filed

Effective date: 20150415

RBV Designated contracting states (corrected)

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

17Q First examination report despatched

Effective date: 20160916

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

INTG Intention to grant announced

Effective date: 20170306

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): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM 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: 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: AT

Ref legal event code: REF

Ref document number: 919159

Country of ref document: AT

Kind code of ref document: T

Effective date: 20170915

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 602011040559

Country of ref document: DE

REG Reference to a national code

Ref country code: NL

Ref legal event code: FP

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG4D

REG Reference to a national code

Ref country code: AT

Ref legal event code: MK05

Ref document number: 919159

Country of ref document: AT

Kind code of ref document: T

Effective date: 20170816

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: 20170816

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: 20170816

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: 20171116

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: 20170816

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: 20170816

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

Ref country code: RS

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: 20170816

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: 20170816

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: 20170816

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: 20171117

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: 20171216

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: 20170816

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: 20171116

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 8

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

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: 20170816

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: 20170816

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: 20170816

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 602011040559

Country of ref document: DE

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

Ref country code: SM

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: 20170816

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: 20170816

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: 20170816

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: 20170816

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: 20180517

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: 20170816

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: 20170816

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: 20170816

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

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: 20180422

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: 20180430

Ref country code: CH

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

Effective date: 20180430

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: 20180422

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: 20170816

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

Ref country code: GB

Payment date: 20200323

Year of fee payment: 10

Ref country code: NL

Payment date: 20200319

Year of fee payment: 10

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

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: 20170816

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: 20110422

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

Ref country code: BE

Payment date: 20200319

Year of fee payment: 10

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

Ref country code: MK

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

Effective date: 20170816

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: 20170816

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: 20170816

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

Ref country code: FR

Payment date: 20200319

Year of fee payment: 10

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

Ref country code: AL

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: 20170816

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

Ref country code: DE

Payment date: 20200319

Year of fee payment: 10

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 602011040559

Country of ref document: DE

REG Reference to a national code

Ref country code: NL

Ref legal event code: MM

Effective date: 20210501

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

Effective date: 20210422

REG Reference to a national code

Ref country code: BE

Ref legal event code: MM

Effective date: 20210430

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: 20210422

Ref country code: FR

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

Effective date: 20210430

Ref country code: DE

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

Effective date: 20211103

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 NON-PAYMENT OF DUE FEES

Effective date: 20210501

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: 20210430