EP2623670B1 - Voie sans ballast pour véhicules ferroviaires - Google Patents

Voie sans ballast pour véhicules ferroviaires Download PDF

Info

Publication number
EP2623670B1
EP2623670B1 EP13000562.2A EP13000562A EP2623670B1 EP 2623670 B1 EP2623670 B1 EP 2623670B1 EP 13000562 A EP13000562 A EP 13000562A EP 2623670 B1 EP2623670 B1 EP 2623670B1
Authority
EP
European Patent Office
Prior art keywords
reinforcing elements
precast
track structure
slab
structure 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
EP13000562.2A
Other languages
German (de)
English (en)
Other versions
EP2623670A2 (fr
EP2623670A3 (fr
Inventor
Viktor Enoekl
Horst Widmann
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.)
Ed Zueblin AG
Original Assignee
Ed Zueblin 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 Ed Zueblin AG filed Critical Ed Zueblin AG
Publication of EP2623670A2 publication Critical patent/EP2623670A2/fr
Publication of EP2623670A3 publication Critical patent/EP2623670A3/fr
Application granted granted Critical
Publication of EP2623670B1 publication Critical patent/EP2623670B1/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
    • E01B1/00—Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
    • E01B1/002—Ballastless track, e.g. concrete slab trackway, or with asphalt layers
    • E01B1/004—Ballastless track, e.g. concrete slab trackway, or with asphalt layers with prefabricated elements embedded in fresh concrete or asphalt

Definitions

  • the invention relates to a slab track for rail vehicles of the type specified in the preamble of claim 1.
  • the support plate is either made of reinforced concrete or from asphalt. This design has proved little due to various technical problems in the design and is hardly applied.
  • the finished parts are coupled with each other under coupling a portion of their reinforcement to form a long chain, thus forming a continuous deck slab.
  • special components are required for the coupling, and there must be sufficient space between the precast plates for the necessary tools.
  • the finished parts are also on a hydraulically strengthened support layer with the interposition of a subsequently introduced encapsulation.
  • the bond between the base course and the prefabricated slab is also desired here, but its production causes problems in the field of construction.
  • the individual precast slabs remain unconnected. Against horizontal displacement, they are held by anchored in the substructure consoles or bollards and so do without composite of the substructure. The finished parts are only short and get no cracks due to forced voltages.
  • This system is actually designed for use in tunnels or on bridges where the load-bearing substructure in the form of the tunnel floor or bridge plate already exists. On the open track, this uncoupled system additionally requires Its own reinforced support plate, in which the necessary retaining brackets or bollards are anchored.
  • the overall structure will be significantly higher on earth tracks than in the competitive systems, with the associated economic disadvantages.
  • a potting layer is also required in this system. An encapsulation layer between precast slab and support plate to compensate for tolerances is necessary in any case.
  • a prefabricated construction is known in which the prefabricated panels have frame-shaped reinforcing elements, which protrude from the bottom of the prefabricated panels and serve to connect the prefabricated panels with an applied on a support layer encapsulation layer.
  • the longitudinal direction of the reinforcing elements extends transversely to the longitudinal direction of the precast slabs.
  • a slab track which is made of cast-in-situ concrete, and in the manufacture of which by temporary shuttering dummy joints are introduced.
  • the reinforcement of the in-situ concrete extends beyond the dummy joints.
  • the invention has for its object to provide a slab track for rail vehicles of the type mentioned, which is easier to manufacture and can be avoided in the cracks within the precast slabs.
  • the invention combines the advantages of uncoupled single plates with the advantages of in-situ concrete slab construction.
  • An advantage of single plates is generally seen in the fact that they usually do not get cracks within the precast slab.
  • Uncoupled single plates have the advantage that they do without expensive coupling.
  • the construction according to the invention provides that the bottom layer is at the same time formed as a continuously supporting in-situ concrete support plate.
  • the Prefabricated panels ensure a clean and durable surface of the slab track and at the same time the cracks are laid in a controlled manner in the joint between the prefabricated slabs. Due to the formation of the lower layer at the same time as a support plate eliminates the otherwise necessary additional potting, whereby the height of the road and operations are reduced during manufacture.
  • the construction according to the invention also provides for dispense with an elaborate design of consoles or bollards and to produce the bond between prefabricated slab and the Unterguss slaughter by means of a reinforcement. Particularly advantageous for this purpose, the already necessary for the transport reinforcement of the precast plate is used.
  • the further reinforcing elements extending in the longitudinal direction of the precast slabs are rod-shaped reinforcing elements. It is envisaged that the rod-shaped reinforcing elements extend at least almost over the length of the precast slab.
  • the reinforcing elements that protrude from the precast slab are V-shaped brackets, which are arranged in pairs and aligned to receive the rod-shaped reinforcing elements between their tips. It is also expedient that, in addition to the rod-shaped reinforcing elements extending transversely to these extending reinforcing elements are provided, which together form a reinforcing grid.
  • rod-shaped reinforcing elements protrude at one end of the precast slab over them, so that a projecting portion is formed, which protrudes under the next precast precast plate.
  • longitudinal bars protrude beyond one end of the precast slab, so that a protruding section is formed, which protrudes below the next precast slab.
  • rail supports are integrally formed on the top of the prefabricated panels. Since these rail supports are produced during the casting of the precast slab, a subsequent assembly of rail supports is eliminated.
  • the length of the precast slab is preferably 3.9 m to 5.2 m.
  • the width of the precast plate is suitably 2.4 m to 2.6 m.
  • the subglobe layer is preferably made of a self-compacting concrete, whereby air pockets are avoided in the Untergusstik.
  • the thickness of the subglow layer is preferably 15 cm to 20 cm, and the thickness of the precast plate is at most 13 cm, and preferably 7 cm to 10 cm.
  • the overall construction height of the final monolithic roadway is only about as thick as the grouting layer, i. significantly thinner than in the field of prefabricated panels. It therefore arises there automatically a dummy joint, at the later tears the road under forced tension of shrinkage and temperature. For a continuous load bearing behavior on the dummy joint, either the supporting reinforcement of the sub-casting layer is extended, so that it extends below the next precast board, or special dowels are inserted.
  • the slab track 1 consists essentially of a precast slab 2 and a bottom layer 3, wherein the slab track 1 arranged on a support layer 4 is, which is preferably a hydraulically strengthened support layer 4.
  • the base layer 4 may also be the concrete floor of a tunnel tube or a bridge structure.
  • the prefabricated slab 2 consists of concrete with reinforcing elements 5 arranged therein, which project on the underside of the precast slab.
  • At the top of the prefabricated panel 2 integrally formed on this rail supports 6, wherein each of the rail supports 6 serves to support a rail which is fixed on the rail support.
  • Fig. 2 is a plan view of a single precast slab 2, as described to Fig. 1 consists of concrete, with reinforcing elements 8 contained therein, which extend in the longitudinal direction of the precast slab 2 and in Fig. 2 dashed lines are shown, as they are invisible in plan view. These reinforcing elements 8 extend over the length L of the precast slab 2.
  • B the width of the precast slab 2 is designated.
  • the rail supports 6 are arranged in a regular arrangement, on which the rails are mounted. In each rail support 6, two openings 9 are provided, projecting through the dowels for fastening the rail in the precast slab 2.
  • the Fig. 3 shows a perspective view of the precast panel 2, on which the rail supports 6 are integrally formed.
  • the rail supports 6 are provided with the openings 9 for the fastening dowels for fastening the rails.
  • the reinforcing elements 7 ' can be seen, which are located below the prefabricated panel 2, in order to be embedded in the sub-cast layer, as in FIG Fig. 1 shown.
  • the Fig. 4 shows a perspective view of the precast slab 2 obliquely from below, with the reinforcing elements 5 protrude at the bottom.
  • the reinforcing elements 5 are V-shaped brackets, which are each paired and directed so that they record between their tips, the rod-shaped reinforcing elements 7 'and are welded to them. These reinforcing elements 7 'extend in the longitudinal direction of the precast slab 2.
  • Fig. 5 the precast slab 2 is shown turned over lying, it is the position in which the precast slab is produced. This gives the top with the rail supports a clean and durable surface of the slab track.
  • additional longitudinal bars 7 are provided, wherein the reinforcing elements 7', 7" at one end of the precast slab 2 protrude above this, so that a projecting portion 10 is formed.
  • This section 10 serves to protrude below the next precast panel, so that the reinforcement in the in Fig. 1 Unterguss fell shown has no gap in the area between two prefabricated panels.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • Bridges Or Land Bridges (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Railway Tracks (AREA)

Claims (10)

  1. Voie fixe pour véhicules ferroviaires, la voie fixe (1) étant sans ballast et se composant de plaques préfabriquées (2, 2') avec des joints (13) qui se trouvent entre celles-ci, et d'une sous-couche (3) disposée entre une couche porteuse (4) et les plaques préfabriquées (2, 2'), étant précisé qu'il est prévu des éléments d'armature (5) qui sont fixés dans les plaques préfabriquées (2, 2') et qui dépassent desdites plaques préfabriquées (2, 2') sur le côté inférieur de celles-ci,
    caractérisée en ce que des éléments d'armature supplémentaires (7') qui s'étendent dans le sens longitudinal des plaques préfabriquées (2, 2') sont fixés aux éléments d'armature (5), en ce que les éléments d'armature (5) qui dépassent et les éléments d'armature (7') qui s'étendent dans le sens longitudinal sont encastrés dans la sous-couche (3), de sorte que ladite sous-couche (3) forme avec les plaques préfabriquées (2, 2') une plaque porteuse de la voie (1), en ce que les éléments d'armature supplémentaires qui s'étendent dans le sens longitudinal de la plaque préfabriquée (2, 2') sont des éléments d'armature en forme de barres (7') qui s'étendent au moins approximativement sur la longueur (L) de la plaque préfabriquée, en ce que les éléments d'armature (5) sont des pièces en V qui sont disposées par paires et qui sont dirigées de manière à recevoir entre leurs pointes les éléments d'armature en forme de barres (7'), et en ce que les éléments d'armature en forme de barres (7') dépassent de la plaque préfabriquée (2), à une extrémité de celle-ci, ce qui forme une section saillante (10) qui dépasse sous la plaque préfabriquée (2) suivante.
  2. Voie selon la revendication 1,
    caractérisée en ce qu'il est prévu, en plus des éléments d'armature en forme de barres (7'), des éléments d'armature (7), transversaux par rapport à ceux-ci, qui forment ensemble une grille d'armature (11).
  3. Voie selon la revendication 1 ou 2,
    caractérisée en ce qu'il est prévu, en supplément, des barres longitudinales (7") parallèles aux éléments d'armature (7').
  4. Voie selon la revendication 3,
    caractérisée en ce que les barres longitudinales (7') dépassent de la plaque préfabriquée (2), à une extrémité de celle-ci, ce qui forme une section saillante (10) qui dépasse sous la plaque préfabriquée (2) suivante.
  5. Voie selon l'une des revendications 1 à 4,
    caractérisée en ce que des supports de rails (6) sont rapportés d'une seule pièce sur le côté supérieur des plaques préfabriquées (2, 2').
  6. Voie selon l'une des revendications 1 à 5,
    caractérisée en ce que la longueur de la plaque préfabriquée (2, 2') est de 3,9 m à 5,2 m.
  7. Voie selon l'une des revendications 1 à 6,
    caractérisée en ce que la largeur de la plaque préfabriquée (2, 2') est de 2,4 m à 2,6 m.
  8. Voie selon l'une des revendications 1 à 7,
    caractérisée en ce que la sous-couche (3) se compose d'un béton auto-compactant.
  9. Voie selon l'une des revendications 1 à 8,
    caractérisée en ce que l'épaisseur (D) de la sous-couche (3) est de 15 cm à 20 cm.
  10. Voie selon l'une des revendications 1 à 9,
    caractérisée en ce que l'épaisseur (d) de la plaque préfabriquée (2, 2') est au maximum de 13 cm, de préférence de 7 cm à 10 cm.
EP13000562.2A 2012-02-03 2013-02-04 Voie sans ballast pour véhicules ferroviaires Active EP2623670B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102012100892 2012-02-03

Publications (3)

Publication Number Publication Date
EP2623670A2 EP2623670A2 (fr) 2013-08-07
EP2623670A3 EP2623670A3 (fr) 2015-09-02
EP2623670B1 true EP2623670B1 (fr) 2018-01-03

Family

ID=47721952

Family Applications (1)

Application Number Title Priority Date Filing Date
EP13000562.2A Active EP2623670B1 (fr) 2012-02-03 2013-02-04 Voie sans ballast pour véhicules ferroviaires

Country Status (1)

Country Link
EP (1) EP2623670B1 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110066444A (zh) * 2019-04-29 2019-07-30 中南大学 一种塑胶轨道板及其制备工艺
CN110593017A (zh) * 2019-04-28 2019-12-20 中国铁道科学研究院集团有限公司铁道建筑研究所 一种严寒地区高铁岔区道床混凝土开裂及粉化控制技术

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2845950B1 (fr) * 2013-09-04 2018-02-14 Prefarails Holding Voie ferrée sans ballast
CN103790083A (zh) * 2014-02-26 2014-05-14 中铁五局（集团）有限公司 高速铁路板式无砟轨道自密实混凝土充填层施工工艺
CN104264533B (zh) * 2014-08-07 2016-02-24 中铁二十三局集团轨道交通工程有限公司 一种双向先张预应力混凝土轨道板及其生产方法
CN105484113B (zh) * 2015-12-30 2017-03-15 中铁十七局集团第二工程有限公司 一种预防双块式无砟轨道混凝土浇注时期轨排上浮的方法
CN108867201A (zh) * 2018-08-04 2018-11-23 中铁二院工程集团有限责任公司 一种用于大坡度齿轨交通系统的无砟轨道构造
CN113089392B (zh) * 2021-03-19 2022-02-01 中铁大桥科学研究院有限公司 一种轻型铁路轨道的施工方法
CN114000379A (zh) * 2021-11-16 2022-02-01 中铁十二局集团有限公司 Crtsⅰ双块式无砟轨道道床板混凝土施工方法

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102008001438A1 (de) * 2008-04-28 2009-10-29 Ed. Züblin Ag Feste Fahrbahn mit (Schein-)Fugen auf Erdkörper
CN201648876U (zh) * 2010-04-08 2010-11-24 中铁二院工程集团有限责任公司 一种无砟轨道构造

Non-Patent Citations (1)

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

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110593017A (zh) * 2019-04-28 2019-12-20 中国铁道科学研究院集团有限公司铁道建筑研究所 一种严寒地区高铁岔区道床混凝土开裂及粉化控制技术
CN110066444A (zh) * 2019-04-29 2019-07-30 中南大学 一种塑胶轨道板及其制备工艺

Also Published As

Publication number Publication date
EP2623670A2 (fr) 2013-08-07
EP2623670A3 (fr) 2015-09-02

Similar Documents

Publication Publication Date Title
EP2623670B1 (fr) Voie sans ballast pour véhicules ferroviaires
EP2088244B1 (fr) Pont en béton armé ou pont de construction composite et methode pour sa fabrication
AT391499B (de) Eisenbahnoberbau, insbesondere fuer schienenfahrzeuge mit sehr hohen fahrgeschwindigkeiten
EP1888843A1 (fr) Voie sans ballast pour vehicules ferroviaires
EP2431525B1 (fr) Poutre composite acier-béton pour construction de pont
EP3460125B1 (fr) Structure de voie de chemin de fer
DE4442497A1 (de) Schotterloses Oberbausystem für zumindest ein Eisenbahngleis
EP1979541A1 (fr) Voie sans ballast pour véhicules ferroviaires
EP1026320B1 (fr) Méthode pour la fabrication d'une voie ferrée sans ballast
EP2806067B1 (fr) Pont ouvert doté d'une dalle de voie en tôle épaisse et procédé de fabrication d'un pont ouvert
DE102007046249B4 (de) Gleiskörper mit geklebten Trögen
AT520614B1 (de) Verfahren zur Herstellung einer Fahrbahnplatte mit untenliegenden Fertigteilplatten
AT397973B (de) Gleiskörper
DE4430769A1 (de) Eisenbahnoberbau mit einem auf einer durchgehenden Tragplatte aus Stahlbeton aufgelagerten Gleisrost
DE1286529B (de) Bruecke od. dgl. mit Stuetzen und von diesen getragenen UEberbauabschnitten
WO2003104562A1 (fr) Element beton prefabrique et procede
EP2166149B2 (fr) Unité de pièce de structure de voie ferrée
DE102006060852B4 (de) Ebene Überbaukonstruktion über dem Erdboden als Geh- sowie Fahrweg, insbesondere Bahnsteig
AT262366B (de) Oberbau mit Gleisabdeckung für Straßenrolleranlagen, schienengleiche Eisenbahnkreuzungen u. dgl.
DE3203980C2 (de) Unterführungsbauwerk sowie Verfahren zu seiner Herstellung
DE19944783A1 (de) Feste-Fahrbahn-System
DE19538712A1 (de) Eisenbahnschwelle aus Spannbeton sowie unter Verwendung dieser Schwelle hergestellter Eisenbahnoberbau
EP2800833A1 (fr) Voie ferrée sans ballast
DE1220879B (de) Unterfuehrungsbauwerk und Verfahren zu seinem nachtraeglichen Einbau
DE10221626A1 (de) Fahrweg für eine Magnetschwebebahn und Verfahren zur Herstellung eines Fahrwegs für eine Magnetschwebebahn

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

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

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: E01B 1/00 20060101AFI20150729BHEP

17P Request for examination filed

Effective date: 20151005

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: 20160809

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

INTG Intention to grant announced

Effective date: 20170901

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

Ref country code: AT

Ref legal event code: REF

Ref document number: 960384

Country of ref document: AT

Kind code of ref document: T

Effective date: 20180115

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: 502013009145

Country of ref document: DE

REG Reference to a national code

Ref country code: NL

Ref legal event code: MP

Effective date: 20180103

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG4D

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

Ref country code: NL

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

Effective date: 20180103

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

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: 20180403

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: 20180103

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: 20180103

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: 20180103

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: 20180103

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: 20180103

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: 20180503

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: 20180404

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: 20180103

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: 20180103

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: 20180103

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: 20180103

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: 20180403

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

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

Ref country code: 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: 20180103

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502013009145

Country of ref document: DE

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: 20180103

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: 20180103

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: 20180103

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: 20180103

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: 20180103

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

REG Reference to a national code

Ref country code: IE

Ref legal event code: MM4A

REG Reference to a national code

Ref country code: BE

Ref legal event code: MM

Effective date: 20180228

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: 20180103

Ref country code: LU

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

Effective date: 20180204

Ref country code: LI

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

Effective date: 20180228

Ref country code: CH

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

Effective date: 20180228

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: 20180103

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: 20180103

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: 20180103

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20181031

26N No opposition filed

Effective date: 20181005

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

Effective date: 20180403

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: 20180204

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

Ref country code: FR

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

Effective date: 20180305

Ref country code: GB

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

Effective date: 20180403

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: 20180103

Ref country code: BE

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

Effective date: 20180228

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 960384

Country of ref document: AT

Kind code of ref document: T

Effective date: 20180204

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

Ref country code: AT

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

Effective date: 20180204

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: 20180103

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: 20180103

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: 20130204

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: 20180103

P01 Opt-out of the competence of the unified patent court (upc) registered

Effective date: 20230523

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

Ref country code: DE

Payment date: 20240216

Year of fee payment: 12