EP1138829B1 - Coeur pour rails à ornière et méthode de fabrication dudit coeur - Google Patents
Coeur pour rails à ornière et méthode de fabrication dudit coeur Download PDFInfo
- Publication number
- EP1138829B1 EP1138829B1 EP01107135A EP01107135A EP1138829B1 EP 1138829 B1 EP1138829 B1 EP 1138829B1 EP 01107135 A EP01107135 A EP 01107135A EP 01107135 A EP01107135 A EP 01107135A EP 1138829 B1 EP1138829 B1 EP 1138829B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- frog
- welding
- profiles
- structural profiles
- grooved rail
- 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
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
- E01B7/00—Switches; Crossings
- E01B7/10—Frogs
- E01B7/12—Fixed frogs made of one part or composite
Definitions
- the invention relates to a grooved rail frog comprising an intersecting one Groove formed heart intersection area such as wheel overflow area, the heart comprises two longitudinally extending construction profiles, which in the center intersection area are welded in the longitudinal direction of the heart. Also, the refers The invention relates to a method for producing a grooved rail frog comprising by intersecting grooves formed heart intersection area such as wheel overflow area, the centerpiece comprising two construction profiles extending in its longitudinal direction, which are welded in the center section point area in the longitudinal direction of the heart.
- Known grooved rail frogs consist of a heart block, at the end faces Connecting rails are welded. In the block itself, cutting grooves become Training a Radüberlauf Symposiumes worked out, usually in the connecting rails pass.
- US-A 1 878 984 relates to a grooved rail frog, the frog having two in whose longitudinal direction comprises construction profiles in the form of grooved rails.
- the frog intersection region is formed as a separate element. Below the centerpiece midpoint area the grooved rails are welded, but the rail heads are bent.
- FR-A-2 396 833 proposes a grooved rail frog with a separate insert.
- US-A-5 820 702 relates to welded rails to form a rail Centerpiece with head and tip.
- the present invention is based on the problem, a grooved rail frog or a Process for the preparation of such a way that this with structurally simple Measures is provided and also over a long distance from the intersection of Grooved from viewed in the longitudinal direction shows a homogeneous material course. It should be desired Corner piece angle can be easily formed. Furthermore, the possibility should be be created wear-resistant form the wear-intensive Radüberlauf Symposium.
- the heart-shaped intersection region consists of Sections of two separately manufactured construction profiles, which in the intersection area like Overflow area are welded together. Since the rail frog only one section at a time The interconnected construction profiles can be substantial Distance to the core itself, a connection made with connecting rails. Thus, in the immediate area of the frog does not require a butt fusion with the consequence that results in a homogeneous workpiece course in the longitudinal direction. Because of the state The technique required homogeneous core block is not necessary, the core section even shorter. This results in a short compact Construction, which also allows large frog angle, without the ride comfort of a corresponding heart of passing vehicle is impaired.
- two symmetrical construction profiles such as thick-web rails
- the design profiles are in theirs machined facing each other and to be welded together surfaces.
- the Railheads themselves have weld preparation like joints on the construction profiles connect by joint welding.
- the welded joint consist of different layers, which optionally have additives.
- the welding may comprise a cover layer with a filler material which for joint welding, for example, for high-alloyed stainless steels and Mixed connections between these and normal structural steels as well as an order material is common for rails and switch parts.
- construction profiles can have two or more screw connections be fixed to each other and as a unit formed on a common base plate be arranged and connected to this by normal welding techniques.
- Other Connection types are also possible.
- the grooved rail frog consists of two construction profiles 18, 20, which are formed in the initial state as a full head profile.
- construction profiles For example, thick bars or square profiles are possible without this a limitation of the teaching of the invention takes place.
- the construction profiles 18, 20 are now so bent and aligned with each other that they take the shape of his Longitudinal axis divided finished core 10 correspond. In their intended joint surfaces the profiles 18, 20 are processed flat. Furthermore, in the respective rail head a Weld preparation in the form of joints 22, 24, 26, 28, which are used for welding Construction profiles 18, 20 are required. Then the construction profiles 18, 20 mutually positively connected by means of screw 34.
- the can Screw connections Nord-Lock sterommeen have. As far as known Constructions referenced.
- the construction profiles 18, 20 are then in the longitudinal direction of the core 10 in Essentially connected by joint welding.
- the corresponding in the joints 22, 24, 26, 28, 30, 32 formed welds are denoted by the reference numerals 38, 40, 42nd provided in the sectional views, the welds themselves already partially processed are, by forming the grooves 12, 14; because only after the welding the construction profiles 18, 20, the grooves 12, 14 are formed in their heads 19, 21, as a result, in the cutting region 44 of the grooves 12, 14, the weld 42 up a floor area is removed, which at the same time the bottom of the wheel overflow area 44th cutting grooves 12, 14 is.
- the welds can be designed so that the groove areas exposed to a special wear such as the floor in the cutting area 44 or the inner flanks of the grooves 12, 14 in the vicinity of the intersection 44 (Fig. 3) consist of low-wear material.
- a special wear such as the floor in the cutting area 44 or the inner flanks of the grooves 12, 14 in the vicinity of the intersection 44 (Fig. 3) consist of low-wear material.
- Welding consumables with wear-reducing properties used for example, for high-alloy stainless steels and mixed compounds between these and normal structural steels or as contract materials for rails and Turnout parts are used.
- weld the welds 38, 40 through layers, so-called root and form filling layers and cover layers, wherein the root and filling layers connecting additives and the cover layer, which interact with a wheel passing through the core 10, be provided with order additions.
- the teaching of the invention is in the immediate vicinity of the intersecting grooves 12, 14 a butt weld not necessary. Rather, the training of the Centerpiece 10 welded in the longitudinal direction of construction profiles, which in the initial state show a full head profile.
- the teaching of the invention allows the preparation of frogs z. B. with small heart angle between, for example, 0 ° - 40 ° and / or Flachrillen Suiteen desired length, on which the wheel flange of a wheel can roll.
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Butt Welding And Welding Of Specific Article (AREA)
- Magnetic Heads (AREA)
- Dovetailed Work, And Nailing Machines And Stapling Machines For Wood (AREA)
- Wire Processing (AREA)
- Coating With Molten Metal (AREA)
- Bending Of Plates, Rods, And Pipes (AREA)
- Laser Beam Processing (AREA)
- Arc Welding In General (AREA)
- Rod-Shaped Construction Members (AREA)
- Machines For Laying And Maintaining Railways (AREA)
Claims (14)
- Coeur de croisement en rails à gorge (10) comprenant une zone d'intersection du coeur telle qu'une zone de passage de roues (44) formée par des gorges se croisant (12, 14), sachant que le coeur de croisement comprend des profilés structuraux (18, 20) qui s'étendent dans son sens longitudinal et sont soudés dans la zone d'intersection du coeur de croisement (44) dans le sens longitudinal du coeur de croisement,
caractérisé en ce que les profilés structuraux (18, 20) sont des profilés à champignon plein ayant leurs champignons dans la zone d'intersection du coeur de croisement, que vu le long de l'axe longitudinal du coeur de croisement (10), le tracé de chaque profilé à champignon plein correspond à une moitié du coeur de croisement, que chaque champignon (19, 21) présente une préparation des bords d'un cordon de soudure (22, 24, 26, 28) dans une zone où les profilés à champignon plein sont soudés entre eux, et que les gorges se croisant (12, 14) sont formées dans les champignons des profilés à champignon plein. - Coeur de croisement en rails à gorge selon la revendication 1,
caractérisé en ce que les profilés structuraux (18, 20) partent d'un support commun tel qu'une plaque de fondation (36) et sont reliés à elle, par soudage par exemple. - Coeur de croisement en rails à gorge selon la revendication 1 ou 2,
caractérisé en ce que les profilés structuraux (18, 20) sont usinés à plat sur leurs surfaces de jonction qui se font face et qui doivent être soudés ensemble. - Coeur de croisement en rails à gorge selon au moins l'une des revendications précédentes,
caractérisé en ce que la préparation des bords d'un cordon de soudure dans le champignon (19, 21) est une rainure (22, 24, 26, 28) dans laquelle est formé un cordon de soudure, en particulier par soudage d'assemblage. - Coeur de croisement en rails à gorge selon au moins l'une des revendications précédentes,
caractérisé en ce que le cordon de soudure (38, 40) est formé d'au moins une racine de soudure et d'une passe terminale, ayant le cas échéant des propriétés matérielles différentes, sachant que la passe terminale contient de préférence un matériau inusable ou est constituée d'un tel matériau. - Coeur de croisement en rails à gorge selon au moins l'une des revendications précédentes,
caractérisé en ce que le fond commun des gorges se croisant est constitué d'un matériau soudable. - Coeur de croisement en rails à gorge selon au moins l'une des revendications précédentes,
caractérisé en ce que les profilés structuraux (18, 20) sont reliés par adhérence au moyen de raccords vissés (34). - Coeur de croisement en rails à gorge selon au moins l'une des revendications précédentes,
caractérisé en c e
que le profilé structurel (18, 20) est un rail à âme épaisse ou un profilé à section rectangulaire. - Procédé destiné à fabriquer un coeur de croisement en rails à gorge comprenant une zone d'intersection du coeur de croisement telle qu'une zone de passage de roue formée par des gorges se croisant, sachant que le coeur de croisement comprend deux profilés structuraux qui s'étendent dans son sens longitudinal et sont soudés dans la zone d'intersection du coeur de croisement dans le sens longitudinal du coeur de croisement,
caractérisé par les étapes :utilisation de deux profilés structuraux à champignon plein,usinage à plat des profilés structuraux avec leurs surfaces de jonction à souder ensemble, et formation de joints de soudure,alignement des profilés structuraux l'un par rapport à l'autre de telle manière que vu le long de l'axe longitudinal du coeur de croisement, le tracé de chaque profilé structurel correspond à une moitié du coeur de croisement à fabriquer,soudage des profilés structuraux etformation des gorges dans les champignons des profilés structuraux. - Procédé selon la revendication 9,
caractérisé en ce que les profilés structuraux sont placés avant le soudage sur un support commun tel qu'une plaque et sont reliés à elle, par soudage par exemple, sachant en particulier que les profilés structuraux sont reliés par adhérence au moyen d'au moins un raccord vissé. - Procédé selon la revendication 9 ou 10,
caractérisé en ce que les profilés structuraux sont reliés par soudage d'assemblage, les profilés structuraux étant en particuliers soudés en plusieurs passes ayant le cas échéant des propriétés matérielles différentes. - Procédé selon au moins la revendication 11,
caractérisé en c e
que le cordon de soudure est formé de telle manière qu'au moins sur certaines sections s'étendent entre les profilés structuraux une racine de soudure et une passe terminale ayant des propriétés réduisant l'usure. - Procédé selon au moins la revendication 9,
caractérisé en ce que le cordon de soudure est formé par rechargement par apport de métal au moins sur certaines sections. - Procédé selon au moins l'une des revendications 9 à 13,
caractérisé en c e
que les profilés structuraux sont assemblés par soudage manuel avec électrodes, ou par soudage à l'arc sous protection gazeuse avec métal d'apport, ou par soudage au laser, ou par soudage sous laitier, ou par soudage à l'arc avec électrode métallique.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE10015522A DE10015522B4 (de) | 2000-03-30 | 2000-03-30 | Rillenschienenherzstück sowie Verfahren zur Herstellung eines solchen |
DE10015522 | 2000-03-30 |
Publications (3)
Publication Number | Publication Date |
---|---|
EP1138829A2 EP1138829A2 (fr) | 2001-10-04 |
EP1138829A3 EP1138829A3 (fr) | 2003-04-23 |
EP1138829B1 true EP1138829B1 (fr) | 2005-08-31 |
Family
ID=7636786
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP01107135A Expired - Lifetime EP1138829B1 (fr) | 2000-03-30 | 2001-03-22 | Coeur pour rails à ornière et méthode de fabrication dudit coeur |
Country Status (5)
Country | Link |
---|---|
EP (1) | EP1138829B1 (fr) |
AT (1) | ATE303471T1 (fr) |
DE (2) | DE10015522B4 (fr) |
ES (1) | ES2246951T3 (fr) |
HK (1) | HK1042734B (fr) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107435282B (zh) * | 2017-09-19 | 2023-04-18 | 华东交通大学 | 一种减小轮轨冲击影响的列车车轮与轨道道岔装置 |
Family Cites Families (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US554320A (en) * | 1896-02-11 | Railroad frog | ||
DE452341C (de) | 1926-11-07 | 1927-11-09 | Voegele Ag J | Herzstueck fuer Rillenschienen-Gleisanlagen |
US1794287A (en) * | 1929-09-02 | 1931-02-24 | Vereinigte Stahlwerke Ag | Double-slip point for rails |
US1878984A (en) * | 1932-01-27 | 1932-09-20 | William Wharton Jr & Company I | Track structure |
DE712843C (de) * | 1937-07-24 | 1941-10-27 | Johann Friedrich Schneider | Aus Einzelschienen zusammengeetztes Kreuz- und Herzstueck, insbesondere fuer Rillenschienen |
DE2051983B2 (de) * | 1970-10-22 | 1976-02-12 | Heim, Armin, Dipl.-Ing., Kreuzungen (Schweiz) | Herzstueck fuer weichen und kreuzungen |
FR2396833A1 (fr) * | 1977-07-08 | 1979-02-02 | Dietrich & Cie De | Coeur de croisement semi-monobloc pour voie ferree en rail a gorge ou a orniere et pour tout profil de rail mis en chaussee |
FR2681618B1 (fr) * | 1991-09-20 | 1993-11-26 | Cogifer Cie Gle Installat Ferrov | Cóoeur de croisement perfectionne et procede pour sa fabrication. |
US5704570A (en) * | 1992-12-16 | 1998-01-06 | Yamato Kogyo Co., Ltd. | Welded nose rail used for crossing |
DE19621019C1 (de) * | 1996-05-24 | 1997-10-09 | Butzbacher Weichenbau Gmbh | Gleisabschnitt sowie Verfahren zur Verbindung von Gleisteilen |
PT920554E (pt) * | 1996-08-21 | 2001-06-29 | Innovatiestichting High Rail T | Peca de cruzamento para agulhas e cruzamentos |
DE19750156A1 (de) * | 1997-11-12 | 1999-05-20 | K H Arnold Maschinenfabrik Gmb | Verfahren zur numerischen Steuerung einer Werkzeugmaschine mit variabler Strahlleistung zur Strahlbearbeitung und zugehörige Werkzeugmaschine |
-
2000
- 2000-03-30 DE DE10015522A patent/DE10015522B4/de not_active Expired - Lifetime
-
2001
- 2001-03-22 DE DE50107245T patent/DE50107245D1/de not_active Expired - Lifetime
- 2001-03-22 ES ES01107135T patent/ES2246951T3/es not_active Expired - Lifetime
- 2001-03-22 EP EP01107135A patent/EP1138829B1/fr not_active Expired - Lifetime
- 2001-03-22 AT AT01107135T patent/ATE303471T1/de active
-
2002
- 2002-04-04 HK HK02102532.9A patent/HK1042734B/zh not_active IP Right Cessation
Also Published As
Publication number | Publication date |
---|---|
EP1138829A2 (fr) | 2001-10-04 |
EP1138829A3 (fr) | 2003-04-23 |
ES2246951T3 (es) | 2006-03-01 |
HK1042734A1 (en) | 2002-08-23 |
DE50107245D1 (de) | 2005-10-06 |
DE10015522A1 (de) | 2001-10-04 |
HK1042734B (zh) | 2006-04-07 |
ATE303471T1 (de) | 2005-09-15 |
DE10015522B4 (de) | 2012-03-29 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP1331309B1 (fr) | Procédé de soudure de rails pour véhicules ferroviaires | |
DE4011523C2 (de) | Verfahren zum Herstellen von Profilkörpern für Weichen für Rillenschienen durch maschinelle Bearbeitung zur Herstellung von Weichen | |
EP0651833B1 (fr) | Section de voie ferree | |
DE2722631C3 (de) | Verfahren zur Herstellung eines Weichen- oder Kreuzungsteiles sowie nach dem Verfahren hergestellter Weichen- oder Kreuzungsteil | |
DE10034096B4 (de) | Verfahren zum Verschweißen von Stahlschienen | |
EP0866741B1 (fr) | Procede pour souder un metal d'apport sur des rails | |
EP2520712A2 (fr) | Procédé de fabrication pour un dispositif de lame ainsi que le dispositif de lame pour un aiguillage | |
EP0920554B1 (fr) | Coeur de croisement pour aiguillages et croisements | |
EP1138829B1 (fr) | Coeur pour rails à ornière et méthode de fabrication dudit coeur | |
EP1138830B1 (fr) | Coeur pour rails à ornière et procédé de fabrication dudit coeur | |
DE3108339C2 (de) | Verfahren zur Ausbildung eines Isolierstoßes sowie Isolierstoß | |
DE8105454U1 (de) | "herzstueck" | |
EP1013826B1 (fr) | Section de rail avec zone de transition géométrique | |
DE2951570C2 (de) | Isolierstoß für Eisenbahngleise | |
DE10159516B4 (de) | Verfahren zur Herstellung einer starren Herzstückspitze | |
DE1953959A1 (de) | Herzstueck mit vorzugsweise im Gesenk geschlagener Herzstueckspitze | |
DE645853C (de) | Verfahren zur Herstellung von geschweissten, sehr spitzwinkligen Schienenkreuzungen | |
DE2752708B2 (de) | Schienenherzstiick aus Manganhart -Stahlguß | |
DE2415418C3 (de) | Auflaufkreuzung von Geleisen und Verfahren zur Herstellung | |
EP1138827B1 (fr) | Procédé de fabrication d'une section de rail à ornière | |
EP0270763A1 (fr) | Berceau pour coeur d'aiguillage à aiguilles flexibles mobiles | |
DE7904172U1 (de) | Herzstueck fuer weichen und kreuzungen | |
DE1172702B (de) | Geschweisstes Herzstueck sowie Verfahren zu seiner Herstellung | |
DE29803519U1 (de) | Schweißstoß | |
DE10015508A1 (de) | Rillenschienenherzstück sowie Verfahren zum Herstellen eines solchen |
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): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR |
|
AX | Request for extension of the european patent |
Free format text: AL;LT;LV;MK;RO;SI |
|
RAP1 | Party data changed (applicant data changed or rights of an application transferred) |
Owner name: BWG GMBH & CO. KG |
|
RAP1 | Party data changed (applicant data changed or rights of an application transferred) |
Owner name: BWG GMBH & CO. KG Owner name: VAE AKTIENGESELLSCHAFT |
|
PUAL | Search report despatched |
Free format text: ORIGINAL CODE: 0009013 |
|
AK | Designated contracting states |
Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR |
|
AX | Request for extension of the european patent |
Extension state: AL LT LV MK RO SI |
|
RAP1 | Party data changed (applicant data changed or rights of an application transferred) |
Owner name: BWG GMBH & CO. KG Owner name: VAE GMBH |
|
17P | Request for examination filed |
Effective date: 20030925 |
|
17Q | First examination report despatched |
Effective date: 20031106 |
|
AKX | Designation fees paid |
Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR |
|
AXX | Extension fees paid |
Extension state: LT Payment date: 20030925 Extension state: LV Payment date: 20030925 Extension state: RO Payment date: 20030925 |
|
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 CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR |
|
AX | Request for extension of the european patent |
Extension state: LT LV RO |
|
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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20050831 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: 20050831 Ref country code: GB 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: 20050831 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: 20050831 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: EP Ref country code: GB Ref legal event code: FG4D Free format text: NOT ENGLISH |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: FG4D Free format text: LANGUAGE OF EP DOCUMENT: GERMAN |
|
REF | Corresponds to: |
Ref document number: 50107245 Country of ref document: DE Date of ref document: 20051006 Kind code of ref document: P |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: NV Representative=s name: LUCHS & PARTNER PATENTANWAELTE |
|
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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20051130 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: 20051130 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: 20051130 |
|
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: 20060222 |
|
LTIE | Lt: invalidation of european patent or patent extension |
Effective date: 20050831 |
|
NLV1 | Nl: lapsed or annulled due to failure to fulfill the requirements of art. 29p and 29m of the patents act | ||
REG | Reference to a national code |
Ref country code: ES Ref legal event code: FG2A Ref document number: 2246951 Country of ref document: ES Kind code of ref document: T3 |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: FD4D |
|
GBV | Gb: ep patent (uk) treated as always having been void in accordance with gb section 77(7)/1977 [no translation filed] |
Effective date: 20050831 |
|
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: 20060331 Ref country code: MC Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20060331 Ref country code: LU Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20060331 |
|
REG | Reference to a national code |
Ref country code: HK Ref legal event code: GR Ref document number: 1042734 Country of ref document: HK |
|
PLBE | No opposition filed within time limit |
Free format text: ORIGINAL CODE: 0009261 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT |
|
26N | No opposition filed |
Effective date: 20060601 |
|
EN | Fr: translation not filed | ||
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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20061027 |
|
BERE | Be: lapsed |
Owner name: VAE GMBH Effective date: 20060331 Owner name: BWG G.M.B.H. & CO. KG Effective date: 20060331 |
|
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: 20050831 |
|
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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20050831 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: 20050831 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: AT Payment date: 20200320 Year of fee payment: 20 Ref country code: DE Payment date: 20200320 Year of fee payment: 20 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: CH Payment date: 20200319 Year of fee payment: 20 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: ES Payment date: 20200522 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: 20200318 Year of fee payment: 20 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R071 Ref document number: 50107245 Country of ref document: DE |
|
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: MK07 Ref document number: 303471 Country of ref document: AT Kind code of ref document: T Effective date: 20210322 |
|
REG | Reference to a national code |
Ref country code: ES Ref legal event code: FD2A Effective date: 20220127 |
|
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: 20210323 |