EP1709249B1 - Point d'appui tres elastique et electriquement isolant - Google Patents

Point d'appui tres elastique et electriquement isolant Download PDF

Info

Publication number
EP1709249B1
EP1709249B1 EP05707088.0A EP05707088A EP1709249B1 EP 1709249 B1 EP1709249 B1 EP 1709249B1 EP 05707088 A EP05707088 A EP 05707088A EP 1709249 B1 EP1709249 B1 EP 1709249B1
Authority
EP
European Patent Office
Prior art keywords
plate
rail
support point
rail foot
point according
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
EP05707088.0A
Other languages
German (de)
English (en)
Other versions
EP1709249A1 (fr
Inventor
Joachim Süss
Udo Wirthwein
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.)
Wirthwein AG
Original Assignee
Wirthwein AG
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 Wirthwein AG filed Critical Wirthwein AG
Priority to SI200531803T priority Critical patent/SI1709249T1/sl
Priority to PL05707088T priority patent/PL1709249T3/pl
Priority claimed from DE200510004506 external-priority patent/DE102005004506A1/de
Publication of EP1709249A1 publication Critical patent/EP1709249A1/fr
Application granted granted Critical
Publication of EP1709249B1 publication Critical patent/EP1709249B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B9/00—Fastening rails on sleepers, or the like
    • E01B9/38—Indirect fastening of rails by using tie-plates or chairs; Fastening of rails on the tie-plates or in the chairs
    • E01B9/40—Tie-plates for flat-bottom rails
    • E01B9/42—Tie-plates for flat-bottom rails of two or more parts

Definitions

  • the invention relates to a highly elastic, electrically insulating support point for rails to be anchored to a supporting structure of a track for track-guided vehicles according to the preamble of patent claim 1.
  • a sandwiched inserted steel pressure distribution plate resting on the interposition of conventional liners the rail.
  • the angled guide plate which serves to guide the side of the rail foot and the rear bearing for the tension clamp for resilient clamping of the rail foot, is made correspondingly thick.
  • the rail fastening screw thus passes through the angled guide plate and fixes it in the context of coarse tolerances in their position and the tension clamp on the Rail.
  • the rear part of the clamp is supported on the angled guide plate and therefore absorbs reaction forces resulting from the depression of the rail foot and the resulting movement of the spring loop on the rail foot.
  • the steel plate limited by their pressure distribution effect, the depression of the rail on the sub-swelling or support structure under load by rolling over vehicle loads and thus the elasticity of the rail support as a whole. Accordingly, the spring travel on the rail foot is very low and even lower on the rear bearing side of the spring on the angled guide plate.
  • the rail is held in position by plastic angle guide plates on the side; depending on a sleeper screw passes through this plate and is screwed into the cast in concrete plastic anchor and thus fixes the plate in position and the tension clamp on the rail. Due to the long elastic travel of a W-shaped tension clamp made of spring steel, the rail is constantly clamped non-positively.
  • the superstructure Ks with ribbed plate and a pad / liner under the rail.
  • the ribbed plate is held by one screw each on both sides of the rail foot, which are screwed either in dowels in prestressed concrete sleepers or directly in a wooden sleeper.
  • the rail fastening comprises a plurality of elastic, superimposed plate elements, including a height-compensating pad.
  • the top plate is provided with a recess for the rail foot.
  • the invention has for its object to provide a simple but effective base for the superstructure slab track, for example, for trams, which is improved over the prior art and easy to assemble.
  • the invention comprises for a highly elastic electrically insulating support point for rails of a track-guided vehicle on both sides next to the rail each anchorage, comprising a built-in support structure sleeve made of plastic, a bolt wrapped, whose threaded end protrudes from the anchorage to the rail side, between the support structure and the rail a set of several plastic plates lying on each other, which are wider than the rail together with associated resilient mounting, of which the upper plate is formed as a Schlenenfußauflage, at least one plate elastic and is recoverable designed for a predefined Schlenenfußeinsenkung and all plates have openings for the threaded end, on which a nut for resilient clamping of the rail foot can be placed.
  • z. B. plate-shaped sleepers or in-situ concrete - hereinafter generally referred to as a support structure -ranged, z. B. shed be.
  • a set of plastic plates can be slipped and coupled with the anchorage.
  • a nut is screwed onto the threaded end and tightened.
  • the rail is braced and pressed the set of plastic plates frictionally to each other.
  • This base version has a higher elasticity than previous designs.
  • the rail foot decreases by a previously calculated amount and thereby presses the plate described together recoverable.
  • the tension clamp on the rail with its known special spring characteristic follows the depression in the sense of partial relaxation of the spring, as its position on the nut or the head of the bolt is maintained.
  • a Spring travel on the rear loop resting on the angled guide plate, hardly noticeable, since the steel pressure distribution plate at this point does not allow significant lowering of the angled guide plate.
  • the invention also allows a depression of this part of the rail fastening or the upper plate with supports for the rail and the spring loop. This results in the area of the spring loop, facing away from the Schienfußseite, a Einsenkiolo the base with a corresponding spring travel, caused by the elastic plate.
  • the base of the rail is more elastic overall.
  • the anchorage Since the anchorage is provided with projections, it sits torsion-proof in the concrete. At least the bottom plate, but preferably also the top plate of the set of plastic plates for stiffening, is provided with a ribbing on the underside.
  • the bottom plate can therefore interlock positively with the ribbing in the application of in-situ concrete fresh concrete surface of the undercut and get a secure fit.
  • the under-swelling together with anchoring and bottom plate can be made, if not, as described later, the base on solid pavement to be made in situ.
  • the top plate of the set is to be formed as a guide plate for the rail base and the spring and thus replaces a conventional angled guide plate and also a ribbed plate function.
  • the top plate of the set may be provided as a guide for the bolt, e.g. by providing it with an integral sleeve for guiding a non-threaded portion of the bolt.
  • the anchoring and at least one of the plates should be positively and / or non-positively coupled to each other.
  • the sheathing of the anchorage to the threaded end can be conical and the lowermost plate is also conical downwards extending breakthrough, which is designed to be complementary to the conical part of the envelope of the anchorage.
  • the assembly and temporary support of the parts of the base with each other or relative to the rail is by a corresponding complementary and plug-in design of the parts for a corresponding joining the anchorage to the lower plate or the bolt with its temporary guiding function and mounting properties for the plates and springs during assists in assembling the parts.
  • the sheath may also be designed as a plug with a special head for coupling the plug or the casing to a lower plate 4.
  • a plate 4 On the undercut a plate 4 is arranged, for example, polyamide, which on the concrete sleeper 9 facing sides a ribbing 41, 42 carries, which can engage in a positive concrete sleeper 9 positively.
  • the anchor 10 At the bottom of the plate 4 of the opening for receiving the bolt 8 is conical and that complementary to the upper end of the enclosure or anchoring 10 of the bolt 8.
  • the anchor 10 may have a Passtell 102, the form-fitting and accurately with a recording 43 of the plate 4 cooperates in the manner of an interference fit for the transmission of horizontal forces on the plate 4 and the screw bolt 8.
  • a press fit of the plate 4 on the enclosure or the anchorage 10 is made possible.
  • an elastic plate 5 predefined and calculated for the application thickness, which can rebound, and another high-strength plate 6 for load transfer and partial Druckvertellung arranged.
  • This plate 7 may integrally have a guide 12 for the bolt 8.
  • Under the foot 3 of the rail 1 is still a known per se elastic intermediate plate 2 with molded ribs 21 for securely gripping the support plate 7 is arranged.
  • the bolt 8 with thread at the upper end and positively or non-positively in the envelope of the anchorage 10 is seated other end, can record on the thread with a spring or clamp of conventional design, not shown, and these are clamped so far with a nut, not shown, that The rail is held securely but resilient.
  • the tension clamp is supported on the rail foot 3 on the one hand and the support 71 on the plate 7 and on the nut.
  • the entire ensemble of anchoring and the set of plastic sheets, as in Fig. 2 represented, assembled, then locked with spring and nut on the rail and finally cast in situ concrete anchoring 10 and the bottom plate 4 in a slab track or supporting structure.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Railway Tracks (AREA)

Claims (9)

  1. Point d'appui très élastique et électriquement isolant pour des rails (1) à ancrer au moyen d'ancrages (10) sur une structure porteuse (9) d'une voie destinée à des véhicules ferroviaires, comprenant une base élastique pouvant être posée sur la structure porteuse (9), les ancrages (10) et une fixation élastique du patin de rail (3),
    les ancrages (10) prévus bilatéralement près du patin de rail (3) pour l'intégration dans la structure porteuse présentant des chevilles intégrables en plastique qui entourent des boulons filetés (8) traversant la fixation élastique et dont les filets dépassent de l'ancrage (10) sur le côté du rail,
    de même qu'un jeu de plaques superposées complémentaires entre elles (4-7) en plastique qui, en état monté, sont disposées entre la structure porteuse (9) et le patin de rail (3) et dont la largeur est supérieure à celle du patin de rail (3) accompagné de la fixation élastique corrélative,
    la plaque supérieure (7) étant réalisée sous la forme d'une plaque d'appui équipée de dispositifs de guidage latéraux pour le patin de rail (3) et au moins une plaque (5) ayant une conformation élastique et réinitialisable pour un enfoncement prédéfini du patin de rail et toutes les plaques (4-7) présentant pour les boulons filetés (8) des percées sur les filetages desquelles des écrous peuvent être vissés pour le serrage élastique du patin de rail (3),
    caractérisé en ce que
    a) les percées de la plaque supérieure (7), pour servir de guides à une partie non filetée des boulons filetés (8), sont pourvues de manchons de guidage (12) intégrés,
    b) la plaque supérieure (7) réalisée sous forme de plaque d'appui et de guidage pour le patin de rail (7) est réalisée avec un support postérieur (71) qui se présente sous forme d'une fixation pour le patin de rail (3) conformée comme une pince de serrage de type bride de serrage ou en forme de W,
    c) que la plaque supérieure (7) réalisée sous forme d'appui pour le patin de rail (3) est en plastique très solide,
    d) que, sous la plaque supérieure (7), une plaque plane (6) en plastique très solide est disposée pour répartir la charge,
    e) que, sous la plaque plane (6) prévue pour répartir la charge, est disposée l'au moins une plaque plane élastique (5) qui est conçue pour avoir une aptitude à l'enfoncement d'au moins un millimètre et
    f) qu'une plaque plane sur sa face supérieure en plastique très solide est disposée pour servir de plaque inférieure (4).
  2. Point d'appui selon la revendication 1, caractérisé en ce que les chevilles (11) de l'ancrage (10) sont pourvues de saillies (101) et sont coulées de manière à ne pas pouvoir tourner dans le béton de la structure porteuse (9).
  3. Point d'appui selon la revendication 1, caractérisé en ce qu'au moins la plaque inférieure (4) est équipée d'une cannelure (41, 42) sur sa face inférieure et que la cannelure (41, 42) de la plaque inférieure (4) est conçue pour s'engrener en correspondance géométrique dans la surface en béton de la structure porteuse (9).
  4. Point d'appui selon la revendication 1, caractérisé en ce que l'ancrage (10) et au moins une des plaques (4-7) peuvent être couplées entre eux par correspondance géométrique et/ou mécanique.
  5. Point d'appui selon la revendication 1, caractérisé en ce que la plaque inférieure (4) est conçue pour être complémentaire à la partie supérieure de l'enveloppe de l'ancrage (10).
  6. Point d'appui selon la revendication 1, caractérisé en ce que l'enveloppe de l'ancrage (10) est réalisée sous forme d'une pièce ajustée conique (102) au bout du filetage (81).
  7. Point d'appui selon la revendication 6, caractérisé en ce que la plaque inférieure (4) présente une percée (43) s'évasant en cône vers le bas et destinée à recevoir la pièce ajustée conique (102).
  8. Point d'appui selon une des revendications précédentes, caractérisé en ce qu'une ou plusieurs des plaques (4-7) sont réalisées en plusieurs parties et/ou en plastiques pouvant supporter des charges différentes.
  9. Point d'appui selon la revendication 3, caractérisé en ce que la plaque supérieure (7) présente une structure cannelée sur sa face inférieure.
EP05707088.0A 2004-01-29 2005-01-31 Point d'appui tres elastique et electriquement isolant Active EP1709249B1 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
SI200531803T SI1709249T1 (sl) 2004-01-29 2005-01-31 Visokoelastična električno izolirna oporna točka tirnice
PL05707088T PL1709249T3 (pl) 2004-01-29 2005-01-31 Punkt podparcia szyny o wysokiej sprężystości i izolacji elektrycznej

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE102004004646 2004-01-29
PCT/EP2005/000913 WO2005073466A1 (fr) 2004-01-29 2005-01-31 Point d'appui très élastique et électriquement isolant
DE200510004506 DE102005004506A1 (de) 2004-01-29 2005-01-31 Hochelastischer elektrisch isolierender Schienenstützpunkt

Publications (2)

Publication Number Publication Date
EP1709249A1 EP1709249A1 (fr) 2006-10-11
EP1709249B1 true EP1709249B1 (fr) 2013-08-21

Family

ID=34828322

Family Applications (1)

Application Number Title Priority Date Filing Date
EP05707088.0A Active EP1709249B1 (fr) 2004-01-29 2005-01-31 Point d'appui tres elastique et electriquement isolant

Country Status (3)

Country Link
EP (1) EP1709249B1 (fr)
PL (1) PL1709249T3 (fr)
WO (1) WO2005073466A1 (fr)

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102008028092A1 (de) 2008-06-13 2009-12-17 Wirthwein Ag Seitenverstellbare Schienenbefestigung
DE102008028093A1 (de) * 2008-06-13 2009-12-17 Wirthwein Ag Stützpunkt und Befestigung für Schienen auf einer Holzschwelle
DE102009041833B4 (de) * 2009-09-18 2011-06-22 Vossloh-Werke GmbH, 58791 Unterlegplatte für die Befestigung einer Schiene auf einem festen Untergrund und Befestigung einer Schiene
DE102009041848A1 (de) * 2009-09-18 2011-03-24 Vossloh-Werke Gmbh System zum Befestigen einer Schiene auf einem festen Untergrund und Befestigung einer Schiene
DE102010020801B4 (de) * 2010-05-18 2013-03-14 Wirthwein Ag Schienenbefestigung
DE102012103001A1 (de) * 2012-04-05 2013-10-10 Rte Technologie Gmbh Feste Fahrbahn für Schienenfahrzeuge sowie Schienenbefestigungselement für eine feste Fahrbahn
NL2011485C2 (nl) * 2013-09-23 2015-03-24 Htm Personenvervoer N V Bevestigingssamenstel voor een spoorstaaf.

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19932991A1 (de) * 1999-07-14 2000-06-21 Friedrich Hagans Plastverarbei Schwingungsdämpfende Einzelstütze aus elastischem Kunststoff

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE629811A (fr) *
US2337497A (en) 1941-10-20 1943-12-21 Reddick Stewart Joseph Railroad track construction
EP1191145B1 (fr) * 2000-09-22 2003-02-26 Rhomberg Bau GmbH Procédé et dispositif pour relier une voie ferrée comprenant des rails et des plots d'appui unitaires à une structure fixe de soubassement de voie
DE20314587U1 (de) * 2003-09-20 2003-12-24 Heitkamp-Deilmann-Haniel Gmbh Vorrichtung zum Anheben und Ausrichten von Gleisrosten

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19932991A1 (de) * 1999-07-14 2000-06-21 Friedrich Hagans Plastverarbei Schwingungsdämpfende Einzelstütze aus elastischem Kunststoff

Also Published As

Publication number Publication date
EP1709249A1 (fr) 2006-10-11
WO2005073466A1 (fr) 2005-08-11
PL1709249T3 (pl) 2014-03-31

Similar Documents

Publication Publication Date Title
EP2188449B1 (fr) Système de fixation d'un rail sur un soubassement fixe plan
EP2245226B1 (fr) Système de fixation d'un rail sur un support
EP1709249B1 (fr) Point d'appui tres elastique et electriquement isolant
EP2133467B1 (fr) Fixation du rail á la traverse ajustable latéralment
EP2318589B1 (fr) Dispositif pour fixer des rails de chemin de fer sur une sous-structure
DE102008003744B3 (de) Abstützung für ein System zum Befestigen einer Schiene und System zum Befestigen einer Schiene
DE202007018602U1 (de) System zum Befestigen einer Schiene
WO2009150247A1 (fr) Point d'appui et système d'attache permettant de fixer des rails à une traverse en bois
EP3008245B1 (fr) Système pour attache de rail et plaque intercalaire
EP0249574A2 (fr) Système de traverses en béton
EP2609257A1 (fr) Plaque support d'un système de fixation de rail, système de fixation d'un rail et procédé d'assainissement d'un point de fixation de rail
DE102007044098B3 (de) System zum Befestigen einer Schiene auf einem festen Untergrund
DE102005004506A1 (de) Hochelastischer elektrisch isolierender Schienenstützpunkt
EP2363529B1 (fr) Système de fixation d'un rail
EP1041200B1 (fr) Structure de support pour section de voie ferrée
EP0648290B1 (fr) Attache de rail comportant un element elastique en plastique
DE102019130379A1 (de) Schienenbefestigungspunkt, in dem eine schiene für ein schienenfahrzeug auf einem untergrund befestigt ist
EP0640718B1 (fr) Voie de chemin de fer sur une dalle porteuse continue
DE4216015C2 (de) Befestigungssystem für Schienen auf Unterschwellung einer Gleisanlage
DE29923186U1 (de) Bundschwellenschraube
EP0641408B1 (fr) Dispositif permettant de fixer des rails sur les selles de rail d'une voie ferree
DE4437942A1 (de) Feste Fahrbahn und darauf befestigter Schwellenrost
DD154379A5 (de) Anordnung zur schienenbefestigung im eisenbahnoberbau
DE4336877A1 (de) Gleisrost auf durchgehender Tragplatte
WO2007065515A1 (fr) Moyens de fixation pour fixer des rails sur des traverses ou des voies ferrees

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: 20060704

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 HU IE IS IT LI LT LU MC NL PL PT RO SE SI SK TR

AX Request for extension of the european patent

Extension state: AL BA HR LV MK YU

17Q First examination report despatched

Effective date: 20100616

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

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 HU IE IS IT LI LT LU MC NL PL PT RO SE SI SK TR

AX Request for extension of the european patent

Extension state: AL BA HR LV MK YU

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: AT

Ref legal event code: REF

Ref document number: 628195

Country of ref document: AT

Kind code of ref document: T

Effective date: 20130915

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: GERMAN

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 502005013929

Country of ref document: DE

Effective date: 20131017

REG Reference to a national code

Ref country code: RO

Ref legal event code: EPE

REG Reference to a national code

Ref country code: PT

Ref legal event code: SC4A

Free format text: AVAILABILITY OF NATIONAL TRANSLATION

Effective date: 20131106

REG Reference to a national code

Ref country code: DK

Ref legal event code: T3

Effective date: 20131111

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: ANDRE ROLAND S.A., CH

REG Reference to a national code

Ref country code: SE

Ref legal event code: TRGR

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2433993

Country of ref document: ES

Kind code of ref document: T3

Effective date: 20131213

REG Reference to a national code

Ref country code: NL

Ref legal event code: T3

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: 20131221

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: 20130710

REG Reference to a national code

Ref country code: SK

Ref legal event code: T3

Ref document number: E 15163

Country of ref document: SK

REG Reference to a national code

Ref country code: EE

Ref legal event code: FG4A

Ref document number: E008785

Country of ref document: EE

Effective date: 20131120

REG Reference to a national code

Ref country code: GR

Ref legal event code: EP

Ref document number: 20130402432

Country of ref document: GR

Effective date: 20140102

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

Ref country code: LU

Payment date: 20140124

Year of fee payment: 10

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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20130821

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

Ref country code: SK

Payment date: 20140127

Year of fee payment: 10

Ref country code: BE

Payment date: 20140122

Year of fee payment: 10

Ref country code: LT

Payment date: 20140122

Year of fee payment: 10

Ref country code: EE

Payment date: 20140122

Year of fee payment: 10

Ref country code: RO

Payment date: 20140129

Year of fee payment: 10

Ref country code: FI

Payment date: 20140122

Year of fee payment: 10

Ref country code: IE

Payment date: 20140121

Year of fee payment: 10

Ref country code: BG

Payment date: 20140123

Year of fee payment: 10

Ref country code: DK

Payment date: 20140127

Year of fee payment: 10

Ref country code: CZ

Payment date: 20140120

Year of fee payment: 10

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

Ref country code: SI

Payment date: 20140121

Year of fee payment: 10

Ref country code: IT

Payment date: 20140129

Year of fee payment: 10

Ref country code: FR

Payment date: 20140124

Year of fee payment: 10

Ref country code: GR

Payment date: 20140121

Year of fee payment: 10

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

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

Ref country code: PT

Payment date: 20140127

Year of fee payment: 10

26N No opposition filed

Effective date: 20140522

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: 20130821

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502005013929

Country of ref document: DE

Effective date: 20140522

REG Reference to a national code

Ref country code: HU

Ref legal event code: AG4A

Ref document number: E020403

Country of ref document: HU

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

Ref country code: NL

Payment date: 20150122

Year of fee payment: 11

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

Ref country code: HU

Payment date: 20150127

Year of fee payment: 11

Ref country code: CH

Payment date: 20150123

Year of fee payment: 11

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

Ref country code: GB

Payment date: 20150123

Year of fee payment: 11

Ref country code: PL

Payment date: 20150105

Year of fee payment: 11

Ref country code: SE

Payment date: 20150123

Year of fee payment: 11

Ref country code: AT

Payment date: 20150121

Year of fee payment: 11

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: 20150131

REG Reference to a national code

Ref country code: PT

Ref legal event code: MM4A

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

Effective date: 20150731

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: 20150131

REG Reference to a national code

Ref country code: DK

Ref legal event code: EBP

Effective date: 20150131

REG Reference to a national code

Ref country code: EE

Ref legal event code: MM4A

Ref document number: E008785

Country of ref document: EE

Effective date: 20150131

REG Reference to a national code

Ref country code: LT

Ref legal event code: MM4D

Effective date: 20150131

REG Reference to a national code

Ref country code: SK

Ref legal event code: MM4A

Ref document number: E 15163

Country of ref document: SK

Effective date: 20150131

Ref country code: GR

Ref legal event code: ML

Ref document number: 20130402432

Country of ref document: GR

Effective date: 20150805

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 NON-PAYMENT OF DUE FEES

Effective date: 20150131

Ref country code: SK

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

Effective date: 20150131

Ref country code: FI

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

Effective date: 20150131

Ref country code: EE

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

Effective date: 20150131

Ref country code: RO

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

Effective date: 20150131

Ref country code: PT

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

Effective date: 20150731

Ref country code: BG

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

Effective date: 20150930

Ref country code: LT

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

Effective date: 20150131

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20150930

Ref country code: SI

Ref legal event code: KO00

Effective date: 20150909

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: SI

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

Effective date: 20150201

Ref country code: GR

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

Effective date: 20150805

Ref country code: FR

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

Effective date: 20150202

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 NON-PAYMENT OF DUE FEES

Effective date: 20150131

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

Ref country code: DK

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

Effective date: 20150131

Ref country code: IE

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

Effective date: 20150131

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 628195

Country of ref document: AT

Kind code of ref document: T

Effective date: 20160131

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

Effective date: 20160131

REG Reference to a national code

Ref country code: SE

Ref legal event code: EUG

REG Reference to a national code

Ref country code: NL

Ref legal event code: MM

Effective date: 20160201

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 NON-PAYMENT OF DUE FEES

Effective date: 20160201

Ref country code: CH

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

Effective date: 20160131

Ref country code: GB

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

Effective date: 20160131

Ref country code: LI

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

Effective date: 20160131

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: 20160201

Ref country code: AT

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

Effective date: 20160131

Ref country code: SE

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

Effective date: 20160201

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

Ref country code: DE

Payment date: 20161115

Year of fee payment: 13

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

Ref country code: TR

Payment date: 20170125

Year of fee payment: 13

Ref country code: ES

Payment date: 20170124

Year of fee payment: 13

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

Ref country code: PL

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

Effective date: 20160131

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 502005013929

Country of ref document: DE

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: 20180801

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20190731

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 NON-PAYMENT OF DUE FEES

Effective date: 20180201

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 NON-PAYMENT OF DUE FEES

Effective date: 20180131