EP0792398B1 - Mehrgleis-strassenübergang - Google Patents

Mehrgleis-strassenübergang Download PDF

Info

Publication number
EP0792398B1
EP0792398B1 EP95935747A EP95935747A EP0792398B1 EP 0792398 B1 EP0792398 B1 EP 0792398B1 EP 95935747 A EP95935747 A EP 95935747A EP 95935747 A EP95935747 A EP 95935747A EP 0792398 B1 EP0792398 B1 EP 0792398B1
Authority
EP
European Patent Office
Prior art keywords
slabs
track
rails
compensating
supporting
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.)
Expired - Lifetime
Application number
EP95935747A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP0792398A1 (de
Inventor
Bernhard Neumann
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.)
Gmundner Fertigteile GmbH and Co KG
Original Assignee
Gmundner Fertigteile GmbH and Co KG
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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=3527941&utm_source=***_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP0792398(B1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Gmundner Fertigteile GmbH and Co KG filed Critical Gmundner Fertigteile GmbH and Co KG
Priority to SI9530114T priority Critical patent/SI0792398T1/xx
Publication of EP0792398A1 publication Critical patent/EP0792398A1/de
Application granted granted Critical
Publication of EP0792398B1 publication Critical patent/EP0792398B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C5/00—Pavings made of prefabricated single units
    • E01C5/06—Pavings made of prefabricated single units made of units with cement or like binders
    • E01C5/08—Reinforced units with steel frames
    • E01C5/085—Reinforced units with steel frames on prefabricated supporting structures or prefabricated foundation elements except coverings made of layers of similar elements
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C9/00—Special pavings; Pavings for special parts of roads or airfields
    • E01C9/04—Pavings for railroad level-crossings

Definitions

  • the invention relates to a multi-track road crossing with a roadway at rail level, which on each track by at least one-sided on the Rail feet elastically supported self-supporting plates is formed, namely inner plates which cover the space between the bridge and open both rails of the track in question these two rails are supported, and outer plates, which each a strip-shaped area outside the rails of the cover the relevant track and on these rails facing side on the outer rail feet elastic are supported and on their side facing away from these rails are supported on support bodies, which in addition to the concerned track are laid, and which roadway in the middle of the distance between adjacent tracks is formed by a fill.
  • the aim of the invention is to create a multi-track road crossing, in which the disadvantages of known rail-like Avoid transitions as mentioned above are.
  • the road crossing according to the invention is characterized in that that the filling by self-supporting compensating plates is formed, which on its two longitudinal edges the support bodies, which also support the outer panels are supported.
  • the advantages of this training with compensation plates are in that the same road properties, in particular the same Grip of the road surface in the entire transition area, created and no level problems can occur because the compensation plates on the same support bodies as that Outer plates are supported. Even after long periods of time there are no changes in the levels of the tops of the plates to each other.
  • the compensation plates can be used for service work can be lifted easily and without much time and it can manufacturing and warehousing are carried out economically be because the compensating plates are relatively narrow could be. Much of the distance between the Tracks cover the outer panels, which are due to the use of compensation plates with the same format can be.
  • the compensation plates can also at any time can be lifted off easily and the space under the Compensation plates for guiding cables or the like be exploited.
  • the support bodies supporting the compensating plates on the foundations prepared for the latter In-situ concrete or concrete blocks can be easily placed and positioned, which results in a good fit of the compensation plates mentioned results.
  • Support bodies advantageously have a on their top longitudinal rib on the horizontal on rail or Road surface level ends and the support surfaces for the Leveling plates from the support surfaces for the outer plates separates from each other, which is a good position securing both achieve for one as well as the other aforementioned plates leaves.
  • the support body is longitudinal rib executed so that the support surface for the side surface of said rib facing the compensating plates runs vertically inclined and upwards towards the other Rib side approaches and that those running along this rib Edge surfaces of the compensating plates correspond to the inclined side surfaces of the longitudinal ribs of the Support body also incline, which is manageability when installing the compensating plates and adjusting their position facilitated.
  • the compensation plates according to the invention can be advantageous be made of polymer concrete. As a result, these have a high Strength and require (unlike e.g. cement concrete slabs) no metal frame, and are therefore easily in different The dimensions can be produced and the surface has a good grip and do not result in insulation problems such as those e.g. can occur with metal frame reinforced cement concrete slabs.
  • the whole track body result from mirroring the parts shown the relevant one, in the middle of the track body in the longitudinal direction of the track running track center level A1 or A2.
  • the rails of track G1 are designated 2 and those of track G2 are designated 3.
  • the roadway of this crossing is in the area the tracks G1 and G2 formed by self-supporting plates, and through inner plates 4, which the space 5 between the two Bridge rails 2 or 3 of the relevant track G1 or G2 and outer plates 6, each of which has a strip-shaped area 7 cover outside the rails of the track in question.
  • the inner plates 4 lie with the insertion of elastic bearings 8 on the inside feet 2a and 3a of the rails 2 and 3 respectively and experience a stop through the webs of rails 2 and 3 against shifting.
  • the outer plates 6 are on the rails 2 or 3 facing side 6a on the outer feet 2b or 3b of the rails 2 or 3 with the insertion of elastic bearings 9 elastically supported; on their facing away from the rails 2 and 3 Page 6b are the outer plates 6 on support bodies 10 supported, which next to the relevant track G1 or G2 are misplaced.
  • G2 area Z In the middle between the two tracks G1, G2 area Z is the roadway through a Filling in the form of compensation plates 11, which are made of Concrete exist.
  • These compensating plates 11 are on both of them Longitudinal edges 12 on which also support the outer plates 6
  • Support bodies 10 supported.
  • the support body 10 itself on foundations 13, which are formed from in-situ concrete.
  • the support bodies 10 On their upper side, the support bodies 10 have a longitudinal one Rib 14 on which the support surface 15, which for the Outer plates 6 is provided by the support surface 16, which is provided for the compensating plates 11, separates.
  • Both support surfaces 15, 16 are elastic strips 17, 18 arranged on which the outer plates 6 and the compensating plates 11 rest.
  • FIG.3 Another embodiment of the road crossing is in Fig.3 shown.
  • the Support body 10a on foundations made of concrete blocks 13a stored and connected to each other by means of spacers 19. This is the exact positioning of the support bodies 10a relative to one another given.
  • spacers 20 fix which embodiment especially when extreme occurs Traffic loads is important.
  • the support body 10a longitudinal ribs 14a have the support body 10a longitudinal ribs 14a, the Compensation plates 11a facing side surfaces 21 are inclined.
  • the edge surfaces 22 of the compensating plates 11a run corresponding to the side surfaces 21 of the ribs 14a likewise inclined.
  • the compensation plates 11a are in this Embodiment directly on the support bodies 10a; also if desired, storage is placed on intermediate elastic strips (not shown) in question.
  • Fig.1 and 3 The space A shown in Fig.1 and 3 under the compensating plates 11 or 11a, which is laterally from the support bodies 10 or 10a, the associated foundations 13 or 13a and the surface 23 of the soil 24 and the underside of the plate 25 is limited to the laying and routing of cables, Pipes and the like are available.
  • Fig.2 shows indicated in the compensation plates 11, 11a recessed openings 26, the the transport and laying of the compensation plates or their disassembly for service work, using hoists facilitate.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • Road Signs Or Road Markings (AREA)
EP95935747A 1994-11-15 1995-11-13 Mehrgleis-strassenübergang Expired - Lifetime EP0792398B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
SI9530114T SI0792398T1 (en) 1994-11-15 1995-11-13 Multi-track road crossing

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
AT2108/94 1994-11-15
AT0210894A AT404149B (de) 1994-11-15 1994-11-15 Mehrgleis-strassenübergang
PCT/AT1995/000215 WO1996015322A1 (de) 1994-11-15 1995-11-13 Mehrgleis-strassenübergang

Publications (2)

Publication Number Publication Date
EP0792398A1 EP0792398A1 (de) 1997-09-03
EP0792398B1 true EP0792398B1 (de) 1998-05-20

Family

ID=3527941

Family Applications (1)

Application Number Title Priority Date Filing Date
EP95935747A Expired - Lifetime EP0792398B1 (de) 1994-11-15 1995-11-13 Mehrgleis-strassenübergang

Country Status (10)

Country Link
US (1) US5799868A (ja)
EP (1) EP0792398B1 (ja)
JP (1) JP3452581B2 (ja)
CN (1) CN1120264C (ja)
AT (2) AT404149B (ja)
AU (1) AU700044B2 (ja)
DE (1) DE59502281D1 (ja)
ES (1) ES2119492T3 (ja)
RU (1) RU2149235C1 (ja)
WO (1) WO1996015322A1 (ja)

Families Citing this family (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2007143781A1 (en) * 2006-06-13 2007-12-21 Newstyle Nominees Pty Ltd Rail track crossing
CN102912704B (zh) * 2011-12-27 2015-09-09 于天庆 一种路面结构化的装配式道路
CN103334356B (zh) * 2013-06-26 2015-09-30 中国建筑股份有限公司 桥式预制钢筋混凝土暗梁板路面体系及其施工方法
CN103343503B (zh) * 2013-06-26 2015-09-30 中国建筑股份有限公司 桥式预制钢筋混凝土槽形板耐磨路面结构体系及施工方法
CN103334360B (zh) * 2013-06-26 2015-10-28 中国建筑股份有限公司 桥式预制钢筋混凝土暗梁板耐磨路面体系及其施工方法
BE1025482B1 (fr) * 2014-04-15 2019-03-13 Etablissements Simonis S. Assemblage d'elements de construction pour un passage a niveau
CN104088207B (zh) * 2014-06-27 2016-06-01 黑龙江省龙建路桥第四工程有限公司 具有减震功能的公路的施工方法
CN112982044B (zh) * 2021-03-24 2023-01-06 广西柳州钢铁集团有限公司 道口整体道床快速成型施工工艺方法
CN113584980A (zh) * 2021-07-06 2021-11-02 黄河交通学院 一种可重复利用装配式混凝土路面结构及其做法
CN117328308A (zh) * 2023-08-31 2024-01-02 中铁四局集团第一工程有限公司 一种铺砌路面逆作法装配式施工方法

Family Cites Families (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2089025A (en) * 1933-03-13 1937-08-03 American Steel Foundries Highway crossing
US2137566A (en) * 1936-02-12 1938-11-22 Clare Charles Railway crossing
DE827502C (de) * 1949-06-25 1952-01-10 Karl Olivier Fahrbahnbefestigung fuer schienengleiche UEberfahrten und UEberwege
US2833480A (en) * 1952-07-10 1958-05-06 Clifford H Sandberg Highway railroad crossing
CH580202A5 (ja) * 1974-03-20 1976-09-30 Semperit Ag
SE415681B (sv) * 1977-10-07 1980-10-20 A Betong Ab Anordning vid korsning mellan veg och jernveg
DD139434A1 (de) * 1978-11-09 1980-01-02 Dieter Marienberg Herstellung von strassendecken in verbindung mit strassenbahnschienen
ZA802760B (en) * 1979-05-22 1981-05-27 Railroad Friction Prod Railroad grade crossing system
DE3027090A1 (de) * 1980-07-17 1982-02-11 Fried. Krupp Gmbh, 4300 Essen Auslegung von schienengleisen mit vorgefertigten stahlbetonplatten
US4368845A (en) * 1981-03-02 1983-01-18 Park Rubber Company Railroad crossing structure
GB2185510A (en) * 1986-01-20 1987-07-22 Dow Mac Concrete Ltd Railway level crossing panel
AU8231491A (en) * 1990-08-08 1992-03-02 Gmundner Fertigteile Gesellschaft M.B.H. & Co. Kg Railway level crossing
US5181657A (en) * 1991-05-10 1993-01-26 Omni Rubber Products, Inc. Composite rubber/concrete railroad grade crossing system
DE4204802A1 (de) * 1992-02-18 1993-09-02 D D C Gmbh Beton Bohren U Saeg Stabilisierte fugenverfuellung zwischen strassendecke und schiene
DE4303190A1 (de) * 1993-02-04 1994-08-11 Leonhardt & Sohn Kg Betonwerke Betongroßflächenplatte für die Eindeckung von Gleisanlagen
US5535948A (en) * 1995-07-05 1996-07-16 Omni Products, Inc. Concrete grade crossing panels having integral elastomeric seals
US5626289A (en) * 1995-08-25 1997-05-06 Demers, Jr.; Albert P. Precast concrete railroad crossing and method for making

Also Published As

Publication number Publication date
WO1996015322A1 (de) 1996-05-23
AT404149B (de) 1998-08-25
AU700044B2 (en) 1998-12-17
DE59502281D1 (de) 1998-06-25
ATE166407T1 (de) 1998-06-15
ES2119492T3 (es) 1998-10-01
AU3765095A (en) 1996-06-06
ATA210894A (de) 1998-01-15
EP0792398A1 (de) 1997-09-03
JPH10508669A (ja) 1998-08-25
US5799868A (en) 1998-09-01
RU2149235C1 (ru) 2000-05-20
CN1120264C (zh) 2003-09-03
JP3452581B2 (ja) 2003-09-29
CN1163646A (zh) 1997-10-29

Similar Documents

Publication Publication Date Title
EP0281013B1 (de) Gummielastische Platte für schienengleiche Bahnübergänge
WO2006131090A1 (de) Feste fahrbahn für schienenfahrzeuge
EP0792398B1 (de) Mehrgleis-strassenübergang
AT391499B (de) Eisenbahnoberbau, insbesondere fuer schienenfahrzeuge mit sehr hohen fahrgeschwindigkeiten
EP1825059A1 (de) Betonfahrbahn f]r schienenfahrzeuge
EP0510497B1 (de) Schotterlose Oberbaukonstruktion für Schienenbahnen
EP0726359B1 (de) Schienengleis, insbesondere für Rasen
WO1997047816A1 (de) Schienengleiche eindeckung für gleise
WO2007087781A1 (de) Feste fahrbahn für schienenfahrzeuge
EP1386037B1 (de) Gleiseindeckung
DE2947844A1 (de) Verfahren zur herstellung eines gleisaufbaues sowie platte zur durchfuehrung dieses verfahrens
DE102008046901A1 (de) Streustromisolierter Fahrbahnweg für schienengebundene Fahrzeuge
AT505953B1 (de) Temporäre abstützeinrichtung
DE19924326C1 (de) Breitschwelle für Bahnübergänge sowie damit ausgerüsteter Bahnübergang
DE3411442A1 (de) Daemmzwischenlage fuer die elastische lagerung der bettung von gleiskoerpern
DE102007020075B3 (de) Kabelkanalsystem
DE102006017330A1 (de) Abstützelement zum Einsatz mit Gleisen
DE4018377A1 (de) Fliesenplatte
EP1181415B1 (de) Gleis
WO2007128473A1 (de) Hohlkastenschwelle
EP1136622B1 (de) Gleiseindeckung
CH382208A (de) Verfahren zur Herstellung von Verkehrswegbauwerken
DE102009030535A1 (de) Mehrteilige Schienenkammerfülleinrichtung
DE7536011U (de) System von platten zur belegung eines schienengleichen bahnueberganges
DE3446985C2 (de) Kabelkanal-Anordnung

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: 19970515

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE CH DE DK ES FR GB GR IE IT LI LU MC NL PT SE

AX Request for extension of the european patent

Free format text: LT PAYMENT 970515;LV PAYMENT 970515;SI PAYMENT 970515

GRAG Despatch of communication of intention to grant

Free format text: ORIGINAL CODE: EPIDOS AGRA

GRAG Despatch of communication of intention to grant

Free format text: ORIGINAL CODE: EPIDOS AGRA

GRAH Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOS IGRA

17Q First examination report despatched

Effective date: 19971017

GRAH Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOS IGRA

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE CH DE DK ES FR GB GR IE IT LI LU MC NL PT SE

AX Request for extension of the european patent

Free format text: LT PAYMENT 970515;LV PAYMENT 970515;SI PAYMENT 970515

LTIE Lt: invalidation of european patent or patent extension
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: 19980520

Ref country code: GR

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

Effective date: 19980520

REF Corresponds to:

Ref document number: 166407

Country of ref document: AT

Date of ref document: 19980615

Kind code of ref document: T

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REF Corresponds to:

Ref document number: 59502281

Country of ref document: DE

Date of ref document: 19980625

ITF It: translation for a ep patent filed

Owner name: BARZANO' E ZANARDO MILANO S.P.A.

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: A. BRAUN, BRAUN, HERITIER, ESCHMANN AG PATENTANWAE

GBT Gb: translation of ep patent filed (gb section 77(6)(a)/1977)

Effective date: 19980724

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

Effective date: 19980820

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: GERMAN

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2119492

Country of ref document: ES

Kind code of ref document: T3

ET Fr: translation filed
NLV1 Nl: lapsed or annulled due to failure to fulfill the requirements of art. 29p and 29m of the patents act
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: 19981113

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: 19981130

REG Reference to a national code

Ref country code: PT

Ref legal event code: SC4A

Free format text: AVAILABILITY OF NATIONAL TRANSLATION

Effective date: 19980812

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: 19981211

REG Reference to a national code

Ref country code: IE

Ref legal event code: FD4D

PLBQ Unpublished change to opponent data

Free format text: ORIGINAL CODE: EPIDOS OPPO

PLBI Opposition filed

Free format text: ORIGINAL CODE: 0009260

PLBF Reply of patent proprietor to notice(s) of opposition

Free format text: ORIGINAL CODE: EPIDOS OBSO

26 Opposition filed

Opponent name: KARL WEBER, BETONWERK GMBH & CO. KG

Effective date: 19990218

BERE Be: lapsed

Owner name: GMUNDNER FERTIGTEILE G.M.B.H. & CO. K.G.

Effective date: 19981130

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 NON-PAYMENT OF DUE FEES

Effective date: 19990531

PLBF Reply of patent proprietor to notice(s) of opposition

Free format text: ORIGINAL CODE: EPIDOS OBSO

PLBF Reply of patent proprietor to notice(s) of opposition

Free format text: ORIGINAL CODE: EPIDOS OBSO

PLBF Reply of patent proprietor to notice(s) of opposition

Free format text: ORIGINAL CODE: EPIDOS OBSO

PLBL Opposition procedure terminated

Free format text: ORIGINAL CODE: EPIDOS OPPC

REG Reference to a national code

Ref country code: GB

Ref legal event code: IF02

PLBM Termination of opposition procedure: date of legal effect published

Free format text: ORIGINAL CODE: 0009276

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: OPPOSITION PROCEDURE CLOSED

27C Opposition proceedings terminated

Effective date: 20011221

REG Reference to a national code

Ref country code: SI

Ref legal event code: IF

REG Reference to a national code

Ref country code: CH

Ref legal event code: PFA

Owner name: GMUNDNER FERTIGTEILE GESELLSCHAFT M.B.H. & CO. KG

Free format text: GMUNDNER FERTIGTEILE GESELLSCHAFT M.B.H. & CO. KG.#KUFERZEILE 30-32#A-4810 GMUNDEN (AT) -TRANSFER TO- GMUNDNER FERTIGTEILE GESELLSCHAFT M.B.H. & CO. KG.#KUFERZEILE 30-32#A-4810 GMUNDEN (AT)

PLAB Opposition data, opponent's data or that of the opponent's representative modified

Free format text: ORIGINAL CODE: 0009299OPPO

REG Reference to a national code

Ref country code: CH

Ref legal event code: PCAR

Free format text: NEW ADDRESS: HOLBEINSTRASSE 36-38, 4051 BASEL (CH)

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

Ref country code: ES

Payment date: 20141020

Year of fee payment: 20

Ref country code: GB

Payment date: 20141022

Year of fee payment: 20

Ref country code: SE

Payment date: 20141117

Year of fee payment: 20

Ref country code: FR

Payment date: 20141030

Year of fee payment: 20

Ref country code: CH

Payment date: 20141125

Year of fee payment: 20

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

Ref country code: PT

Payment date: 20141016

Year of fee payment: 20

Ref country code: AT

Payment date: 20141126

Year of fee payment: 20

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

Ref country code: IT

Payment date: 20141028

Year of fee payment: 20

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

Ref country code: DE

Payment date: 20150127

Year of fee payment: 20

REG Reference to a national code

Ref country code: DE

Ref legal event code: R071

Ref document number: 59502281

Country of ref document: DE

REG Reference to a national code

Ref country code: PT

Ref legal event code: MM4A

Free format text: MAXIMUM VALIDITY LIMIT REACHED

Effective date: 20151113

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

REG Reference to a national code

Ref country code: GB

Ref legal event code: PE20

Expiry date: 20151112

REG Reference to a national code

Ref country code: AT

Ref legal event code: MK07

Ref document number: 166407

Country of ref document: AT

Kind code of ref document: T

Effective date: 20151113

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 EXPIRATION OF PROTECTION

Effective date: 20151112

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20160226

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 EXPIRATION OF PROTECTION

Effective date: 20151123

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 EXPIRATION OF PROTECTION

Effective date: 20151114