EP1848859A2 - U-förmiges joch für eisenbahngleis - Google Patents

U-förmiges joch für eisenbahngleis

Info

Publication number
EP1848859A2
EP1848859A2 EP06709306A EP06709306A EP1848859A2 EP 1848859 A2 EP1848859 A2 EP 1848859A2 EP 06709306 A EP06709306 A EP 06709306A EP 06709306 A EP06709306 A EP 06709306A EP 1848859 A2 EP1848859 A2 EP 1848859A2
Authority
EP
European Patent Office
Prior art keywords
shaped structure
span
rolling stock
rails
track
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.)
Granted
Application number
EP06709306A
Other languages
English (en)
French (fr)
Other versions
EP1848859B1 (de
Inventor
Daniel Dutoit
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.)
Systra SA
Original Assignee
Systra 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
Priority claimed from FR0501598A external-priority patent/FR2882070B1/fr
Priority claimed from FR0501709A external-priority patent/FR2882375B1/fr
Application filed by Systra SA filed Critical Systra SA
Priority to PL06709306T priority Critical patent/PL1848859T3/pl
Publication of EP1848859A2 publication Critical patent/EP1848859A2/de
Application granted granted Critical
Publication of EP1848859B1 publication Critical patent/EP1848859B1/de
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D2/00Bridges characterised by the cross-section of their bearing spanning structure
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B25/00Tracks for special kinds of railways
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D2101/00Material constitution of bridges
    • E01D2101/20Concrete, stone or stone-like material
    • E01D2101/24Concrete
    • E01D2101/26Concrete reinforced
    • E01D2101/28Concrete reinforced prestressed
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D2101/00Material constitution of bridges
    • E01D2101/20Concrete, stone or stone-like material
    • E01D2101/24Concrete
    • E01D2101/26Concrete reinforced
    • E01D2101/28Concrete reinforced prestressed
    • E01D2101/285Composite prestressed concrete-metal

Definitions

  • the present invention relates to a span for a railway, whether the rolling stock is on a tire or rail.
  • the term "railroad” is not only a railroad as such, that is to say a track with carrier rails on which rolling stock rolls, but also a track with a running track. , that is to say a track for rolling stock with pneumatic wheels, of the metro type on a tire.
  • Such a span of the type formed by a U-shaped structure defining a portion of trajectory of the rolling stock is known, the U-shaped structure comprising a slab supporting the railway track and two substantially vertical side walls.
  • the trajectory of the railway is defined by the assembly of the various U-shaped structures. Some of these U-shaped concrete structures were prefabricated off-site, and their assembly considerably facilitates the construction of the railway. However, the prefabricated U-shaped structures only make it possible to simplify the construction of the structural work.
  • the present invention aims to achieve a span comprising a U-shaped structure of the aforementioned type and for simplifying the integration of additional finishing elements for the circulation of rolling stock.
  • the railway span comprises a self-supporting U-shaped structure which defines a portion of trajectory for a rolling stock traveling on the railway, and at least one additional element which allows the rolling stock to be run on the railway and which is adapted to support, guide and / or supply the rolling stock, at least one of the additional elements being integrated directly into the U-shaped structure.
  • FIG. 1 is a sectional view of two spans according to a first embodiment and arranged next to each other for rolling stock on a tire, the integrated additional elements being the lateral guiding and feeding rails.
  • FIG. 2 is a sectional view of a span defining the trajectory of two adjacent railroad tracks according to a second embodiment, the integrated additional elements being the lateral guiding and supply rails,
  • FIG. 3 is a sectional view of a span according to a third embodiment for rolling stock on a tire, the integrated additional elements being the rolling tracks
  • FIG. 4 is a cross-sectional view of a span according to FIG. a fourth embodiment for rolling stock on rails, the additional elements integrated being the running tracks and the carrier rails, the feed being made by catenary (solid line) or by a side rail (dashes),
  • FIG. 5 is a sectional view of two spans according to a fifth embodiment and arranged next to one another for rolling stock on rails, the integrated additional elements being the lateral rails of feed, and
  • FIG. 6 is a sectional view of a span defining the path of two adjacent railroad tracks according to a sixth embodiment, the additional integrated elements being the raceways, the carrier rails and the lateral rails of supply.
  • a railway for rolling stock 1 is defined by an assembly of several bays 2 arranged along each other.
  • Each span 2 has a structure 3,3a which defines a portion of the path of the railway.
  • Each structure 3,3a is U-shaped and comprises a substantially horizontal slab 4 supporting the railway track, and two substantially vertical side walls 5 laterally flanking the railway track.
  • the U-shaped structure 3,3a is a prefabricated, one-piece structure made of reinforced concrete that can be prestressed.
  • each span 2 is carrier and each U-shaped structure 3,3a is a self-supporting structure, which means that it is not supported by another element, such as an intermediate caisson, and therefore, in the case of an overhead railway, each U-shaped structure 3,3a is carried directly by the piles of the corresponding viaduct, and extends from one stack to the other. other.
  • Each bay 2 also includes additional elements 6 for the circulation of the rolling stock 1 on the railway.
  • These additional elements 6, 9, 10, 11, 14 comprise at least one running track 6 which is adapted to support the rolling stock 1.
  • the running track 6 forms the track on which these roll directly
  • the rolling stock 1 has metal wheels 8 rolling on carrier rails 9, the Runway 6 is a sole 6 on which are directly attached the carrier rails 9 (which are then part of the additional elements 6,9,10,11,14).
  • the additional elements 6, 9, 10, 11, 14 may also comprise at least one side rail 10, 11, 14 disposed laterally to the corresponding railroad track, within the space defined by the U. formed by the structure in U 3,3a.
  • the span 2 comprises an electric power lateral rail 10 and a current return lateral rail 11, these two lateral rails 10, 11 allowing the power supply of the rolling stock 1 which comprises contact pads 12, 13 adapted to rub against these rails 10,11 so as to establish the electrical connection.
  • the rolling stock 1 being on a tire 7, the span 2 also comprises a lateral guide rail 14, the rolling stock 1 comprising guide wheels 15 whose axis of rotation is vertical and which roll against this rail 14 to ensure the transverse guidance of the rolling stock 1.
  • the span 2 comprises a side rail of electrical current arrival 10 cooperating with contact pads 12 adapted to rub against this rail 10, and rolling stock 1 having metal wheels 8 rolling on carrier rails 9, the latter are used as current return rails.
  • At least one of the additional elements 6, 9, 10, 11, 14 which makes it possible to support, guide and / or supply the rolling stock 1 is integrated directly into the structure 3, 3a, without no additional device for dimensional and geometric adjustment and span 2.
  • a railway is associated with a set of three lateral rails 10, 11, 14.
  • a railroad is associated with a single lateral rail 10.
  • the side rails 10,11,14 are carried directly by the side walls 5 of the U-shaped structure 3 , 3a.
  • the U-shaped structure 3,3a is dimensioned accordingly so that each lateral wall 5 carrying a lateral rail 10,11,14 supports not only the vertical forces generated by the rolling stock 1, but also the transverse forces that the material 1 generates and transmits to the side rail 10,11,14.
  • the U-shaped structure 3,3a is dimensioned so that each side wall 5 supports the transverse forces due, on the one hand, to the friction of the contact pads 12, 13 on the electrical supply rails 10, 11, and, on the other hand, transverse thrusts exerted by the guide wheels 15 on the rail of the guide 14, in particular in the curved portions of the railway.
  • fasteners 16 allow the fixing of the rails 9, 10, 11, 14.aux the walls 4,5.
  • These fasteners 16 comprise a part which is an integral part of the U-shaped structure 3,3a (of the side wall 5 or the slab 4).
  • the fasteners may comprise threaded rods cooperating with bolts for clamping the rail to its support.
  • either the threaded rod is the part of the fastener integral with the U-shaped structure 3,3a (the rod being previously arranged in the mold of the structure in
  • a threaded rod receiving orifice is integral with the U-shaped structure
  • the fasteners 16 associated with the lateral rails 10, 11, 14 comprise a support 17 which is fixed directly to the side wall 5 and which supports the set of rails.
  • Lateral 10,11,14 associated with the railway in this case, three).
  • the insulators are considered to be part of the fasteners 16.
  • the side walls 5 are shaped so that their end .
  • upper 18 substantially reaches the level of the floor of the rolling stock 1 so as to form, for example, the edge of a dock of a station.
  • the upper end 18 extends transversely slightly towards the inside of the U of the U-shaped structure 3, 3a so as to get as close as possible to the steps of the rolling stock 1.
  • each U-shaped structure 3 is associated with a single railway line, and two identical U-shaped structures 3 are arranged next to each other, a central platform access to the rolling stock 1 flowing on the two railroad tracks being formed by the junction of the upper ends 17 of the two adjacent sidewalls 5 of each U-shaped structure 3.
  • a central platform access to the rolling stock 1 flowing on the two railroad tracks being formed by the junction of the upper ends 17 of the two adjacent sidewalls 5 of each U-shaped structure 3.
  • To the track portions illustrated in FIG. side rails 10,11,14 associated with each railway is present on each side of each track, and to those shown in Figure 5, the side rail 10 is present on each side of each track. Therefore, each side wall 5 of each U-shaped structure 3 carries all of the side rails 10,11,14 associated with the corresponding railway.
  • a single U-shaped structure 3a is associated with two railway tracks adjacent to each other.
  • all the three lateral rails 10, 11, 14 associated with each railroad track are present on each side of each lane.
  • each side wall 5 of the U-shaped structure 3a carries all of the lateral rails 10, 11, 14 associated with the outer side of the railway.
  • a central support 19 fixed to the carrier slab 4 between the two railroad tracks carries all of the side rails 10,11,14 associated with the inner side of the two railroad tracks.
  • each lane is associated with only one lateral rail 10
  • the running track 6 is an integral part of the carrier slab 4 and is therefore manufactured at the same time as this one (and therefore at the same time as the U-shaped structure 3, 3a ).
  • each line of carrying wheels 7,8 of rolling stock 1 rolls on a raceway 6 of its own. Therefore, each track is associated with two tracks 6 integrated in the carrier slab 4 (one per row of wheels).
  • the spans 2 are entire spans and the U-shaped structures 3, 3a are self-supporting structures, in order to achieve this integration, especially as regards the tread 6 (and therefore the carrier rails 9), but also to a lesser extent with regard to the lateral rails 10, 11, 14, a detailed calculation of the height of the additional element 6, 9, 10, 11, 14 to be integrated into the self-supporting U-shaped structure is made taking into account the geometry of the U-shaped structure 3,3a at the prefabrication stage at the time of application of the prestressing, the long-term deformation of the prefabricated U-shaped element 3,3a related to the removal problems and creep, and deformation under overload.
  • U-shaped structure particularly when it is made of concrete, not to be prefabricated in the factory but carried out on site, for example by formwork.
  • the U-shaped structure could also be metal or partially concrete and partly metal.
  • the U-shaped structure could be in three parts
  • each railway can be associated with only one runway serving as a running track for the two lines of wheels of the rolling stock, and not two running tracks as in the present embodiments.
  • the rolling stock can be provided with both wheels with tire and metal wheels supported on the rails.
  • each railway it is not necessary that all of the side rails associated with a railway is present on each side thereof. It would be possible for each railway to be associated with only one side rail (either the current side rail, the current return rail, or the lateral guide rail) or two side rails, depending rolling stock used (pneumatic, rail, rail or catenary powered as shown in figure 4 ). Moreover, it is also possible when there are several side rails associated with a track (two or three rails), not all of the associated side rails are on the same side of the track (one side rail on each side when there is two side rails associated with the track, or two side rails on one side and the third side rail on the other side when there are three of partners).
  • the fasteners of the side rails to the side walls of the U-shaped structure comprise a spacer to compensate for the distance separating transversely this side wall to the railroad track. Indeed, especially in turns, it is necessary to separate the side walls of the path of the rolling stock, which he must continue to be in contact with the side rails to be electrically powered and guided.
  • the power supply of the rolling stock can be done, for all the embodiments, as well by catenary (continuous line) as by lateral rail (dash) - (by rails laterally in the case of equipment having wheels fitted with tires)

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Railway Tracks (AREA)
  • Bearings For Parts Moving Linearly (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
EP06709306.2A 2005-02-16 2006-02-13 U-förmiges joch für eisenbahngleis Not-in-force EP1848859B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL06709306T PL1848859T3 (pl) 2005-02-16 2006-02-13 Przęsło w kształcie litery U do toru kolejowego

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
FR0501598A FR2882070B1 (fr) 2005-02-16 2005-02-16 Travee pour voie ferree
FR0501709A FR2882375B1 (fr) 2005-02-18 2005-02-18 Travee pour voie ferree
PCT/FR2006/000324 WO2006087456A2 (fr) 2005-02-16 2006-02-13 Travee en u pour voie ferree

Publications (2)

Publication Number Publication Date
EP1848859A2 true EP1848859A2 (de) 2007-10-31
EP1848859B1 EP1848859B1 (de) 2015-12-02

Family

ID=36660172

Family Applications (1)

Application Number Title Priority Date Filing Date
EP06709306.2A Not-in-force EP1848859B1 (de) 2005-02-16 2006-02-13 U-förmiges joch für eisenbahngleis

Country Status (9)

Country Link
US (1) US8196517B2 (de)
EP (1) EP1848859B1 (de)
DK (1) DK1848859T3 (de)
ES (1) ES2560662T3 (de)
HK (1) HK1115614A1 (de)
HU (1) HUE027238T2 (de)
PL (1) PL1848859T3 (de)
PT (1) PT1848859E (de)
WO (1) WO2006087456A2 (de)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9037388B2 (en) * 2006-11-17 2015-05-19 Mccrary Personal Transport System, Llc Intelligent public transit system using dual-mode vehicles
CN113152164A (zh) * 2021-02-02 2021-07-23 中船第九设计研究院工程有限公司 一种液压台车运移用限位导轨机构

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2028741A (en) * 1932-11-25 1936-01-28 Charles P Disney Bridge construction
DE914258C (de) 1940-08-29 1954-06-28 Kurt Prange Dr Bruecke
DE845646C (de) 1950-05-11 1952-08-04 Henri Ruhlmann Fuehrungsvorrichtung fuer Fahrzeuge
EP0010733A1 (de) 1978-10-27 1980-05-14 Stephen Parazader Fahrbahnelemente für aufgeständerte spurgebende Fahrbahnen
FR2627786B1 (fr) 1988-02-25 1991-11-15 Ronveaux Ets E Tabliers de pont prefabriques et leurs procedes de realisation
DE19723587C2 (de) 1997-06-05 1999-11-25 Wayss & Freytag Ag Feste Fahrbahn für den schienengebundenen Verkehr, die von einem in Beton- oder Betonverbund-Bauweise herstellten Kunstbauwerk getragen wird
NL1010307C1 (nl) 1998-10-13 2000-04-17 Grimbergen Holding B V Draagconstructie voor een spoorbaan.
FR2823512B1 (fr) * 2001-04-17 2003-11-07 Systra Viaduc pour ligne ferroviaire ou autre
CA2349315A1 (en) 2001-05-11 2002-11-11 Scott E. Anderson Structural support for elevated railway

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO2006087456A2 *

Also Published As

Publication number Publication date
ES2560662T3 (es) 2016-02-22
US8196517B2 (en) 2012-06-12
EP1848859B1 (de) 2015-12-02
WO2006087456A2 (fr) 2006-08-24
PT1848859E (pt) 2016-03-08
HUE027238T2 (en) 2016-08-29
DK1848859T3 (en) 2016-02-15
US20090084048A1 (en) 2009-04-02
WO2006087456A3 (fr) 2006-12-28
PL1848859T3 (pl) 2016-04-29
HK1115614A1 (en) 2008-12-05

Similar Documents

Publication Publication Date Title
EP2191070B1 (de) Vorgefertigtes modul für eine fahrbahn für ein gummibereiftes, spurgeführtes radfahrzeug
FR2823512A1 (fr) Viaduc pour ligne ferroviaire ou autre
EP0425364B1 (de) Station für eine Eisenbahn oder andere Bahn auf einem Viadukt
EP1848859B1 (de) U-förmiges joch für eisenbahngleis
EP0245155B1 (de) Verfahren für die Herstellung von Bauwerken unter in Betrieb befindlichen Eisenbahnstrecken
EP1922458B1 (de) Automatische parkeinrichtung
EP1772573A1 (de) Mehrgeschossige Anlage für das automatische Parken von Fahrzeugen
EP1125027B1 (de) Verfahren zur herstellung einer schrägseilbrücke
FR2882070A1 (fr) Travee pour voie ferree
CA2959137C (fr) Travee de voie aerienne de transport guide et viaduc forme par de telles travees
FR2882375A1 (fr) Travee pour voie ferree
FR2830501A1 (fr) Dispositif de reduction de lacunes entre un quai et un vehicule guide
FR2896519A1 (fr) "longrine prefabriquee en beton arme precontraint pour rail d'une voie ferree et procede de mise en place"
WO2022243088A1 (fr) Ensemble comportant au moins un rail et un support
EP2363549A1 (de) Treppe vom Typ Wendeltreppe mit vorgefertigter, tragender Wand aus Beton
EP0434555B1 (de) Viadukt für Eisenbahngleise
EP3473491B1 (de) System zur stromversorgung eines fahrzeugs über den boden, und entsprechendes verstärkungsverfahren
CH507417A (fr) Pont
FR2713262A1 (fr) Dispositif pour déplacer des véhicules sur des voies orthogonales dans un parking automatique.
FR2972464A1 (fr) Structure en u pour voie de transport collectif
EP3907329A1 (de) Vorrichtung zur befestigung einer schiene
FR3047019A1 (fr) Module de caniveau formant mur de soutenement pour la realisation d'un caniveau fonctionnalise a proximite d'une voie de circulation
FR2676478A1 (fr) Procede pour la construction d'ouvrages tels que des ponts et ouvrages ainsi obtenus.
FR2700573A1 (fr) Installation à grand débit permettant le rangement, stockage et mise à disposition de véhicules.
FR2491976A1 (fr) Ossature porteuse pour la realisation d'un batiment prefabrique

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: 20070822

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

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

Effective date: 20110614

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

Owner name: SYSTRA

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

GRAJ Information related to disapproval of communication of intention to grant by the applicant or resumption of examination proceedings by the epo deleted

Free format text: ORIGINAL CODE: EPIDOSDIGR1

INTG Intention to grant announced

Effective date: 20150721

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

INTG Intention to grant announced

Effective date: 20150821

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 LV MC NL PL PT RO SE SI SK TR

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: AT

Ref legal event code: REF

Ref document number: 763694

Country of ref document: AT

Kind code of ref document: T

Effective date: 20151215

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: FRENCH

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 602006047403

Country of ref document: DE

REG Reference to a national code

Ref country code: RO

Ref legal event code: EPE

REG Reference to a national code

Ref country code: DK

Ref legal event code: T3

Effective date: 20160209

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: 2560662

Country of ref document: ES

Kind code of ref document: T3

Effective date: 20160222

REG Reference to a national code

Ref country code: PT

Ref legal event code: SC4A

Free format text: AVAILABILITY OF NATIONAL TRANSLATION

Effective date: 20160201

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: 763694

Country of ref document: AT

Kind code of ref document: T

Effective date: 20151202

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: 20151202

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: 20151202

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: 20151202

REG Reference to a national code

Ref country code: GR

Ref legal event code: EP

Ref document number: 20160400169

Country of ref document: GR

Effective date: 20160414

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: 20151202

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: 20151202

REG Reference to a national code

Ref country code: HU

Ref legal event code: AG4A

Ref document number: E027238

Country of ref document: HU

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

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: 20151202

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: 20151202

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: 20160402

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 602006047403

Country of ref document: DE

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: 20151202

Ref country code: LU

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: 20160213

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

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

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

Ref country code: CH

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

Effective date: 20160229

Ref country code: LI

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

Effective date: 20160229

26N No opposition filed

Effective date: 20160905

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20161028

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: 20151202

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: DE

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

Effective date: 20160901

Ref country code: FR

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

Effective date: 20160229

Ref country code: IE

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

Effective date: 20160213

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

Ref country code: NL

Payment date: 20180206

Year of fee payment: 13

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

Ref country code: RO

Payment date: 20180209

Year of fee payment: 13

Ref country code: DK

Payment date: 20180205

Year of fee payment: 13

Ref country code: GB

Payment date: 20180205

Year of fee payment: 13

Ref country code: FI

Payment date: 20180206

Year of fee payment: 13

Ref country code: ES

Payment date: 20180326

Year of fee payment: 13

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: 20151202

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

Ref country code: BE

Payment date: 20180213

Year of fee payment: 13

Ref country code: HU

Payment date: 20180213

Year of fee payment: 13

Ref country code: SE

Payment date: 20180205

Year of fee payment: 13

Ref country code: GR

Payment date: 20180213

Year of fee payment: 13

Ref country code: LV

Payment date: 20180216

Year of fee payment: 13

Ref country code: BG

Payment date: 20180220

Year of fee payment: 13

Ref country code: TR

Payment date: 20180207

Year of fee payment: 13

Ref country code: IT

Payment date: 20180227

Year of fee payment: 13

Ref country code: PL

Payment date: 20180213

Year of fee payment: 13

Ref country code: PT

Payment date: 20180207

Year of fee payment: 13

REG Reference to a national code

Ref country code: DK

Ref legal event code: EBP

Effective date: 20190228

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: 20190301

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

Effective date: 20190213

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

Ref country code: SE

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

Effective date: 20190214

Ref country code: PT

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

Effective date: 20190813

Ref country code: FI

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

Effective date: 20190213

Ref country code: RO

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

Effective date: 20190213

REG Reference to a national code

Ref country code: BE

Ref legal event code: MM

Effective date: 20190228

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: 20190214

Ref country code: GR

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

Effective date: 20190904

Ref country code: BG

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

Effective date: 20190831

Ref country code: LV

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

Effective date: 20190213

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: 20190213

Ref country code: DK

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

Effective date: 20190228

Ref country code: NL

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

Effective date: 20190301

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

Ref country code: IT

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

Effective date: 20190213

Ref country code: BE

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

Effective date: 20190228

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20200330

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: 20190214

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: 20190213

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: 20190213