EP0468018B1 - Process for constant-gauge laying of at least three tracks laid a short distance apart - Google Patents
Process for constant-gauge laying of at least three tracks laid a short distance apart Download PDFInfo
- Publication number
- EP0468018B1 EP0468018B1 EP91903390A EP91903390A EP0468018B1 EP 0468018 B1 EP0468018 B1 EP 0468018B1 EP 91903390 A EP91903390 A EP 91903390A EP 91903390 A EP91903390 A EP 91903390A EP 0468018 B1 EP0468018 B1 EP 0468018B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- ties
- track
- tracks
- axis
- pct
- 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
- 238000000034 method Methods 0.000 title claims description 8
- 239000004035 construction material Substances 0.000 claims 2
- 239000003351 stiffener Substances 0.000 claims 2
- 241001669679 Eleotris Species 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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
- E01B7/22—Special sleepers for switches or crossings; Fastening means therefor
Definitions
- the invention relates to a method for track-stable laying of at least three tracks that are laid at a short distance from one another, as described in the preamble of claim 1.
- Such tracks which are laid at a slight variable distance from one another, occur primarily in the track sections adjoining switches and crossings in the entrance area of train stations.
- the distances (track distance minus track width) between adjacent rails of the continuous main track and the connecting or branch track inevitably change between a maximum value and the value O.
- the arrangement of separate individual thresholds for each track is no longer necessary possible because with the remaining sleeper length, the edge distance is no longer sufficient for the correct attachment of the rail fastening means.
- the sleepers must then be extended at least into the area between the rails of the adjacent connecting track. Since the thresholds also serve to secure the track gauge, a threshold cannot be separated between the two rails of a track without the need for additional tracking means.
- the object of the invention was to develop a method which allows the sleepers to be divided and laid in such a way that the length of the sleepers can be limited to less than the maximum length which occurs in turnout sleepers and only one when installing a connecting or branch track of the two main tracks needs to be shut down.
- the object is achieved by the method for laying and connecting the sleepers specified in the characterizing part of claim 1.
- the connecting track 3 runs between the main tracks 2 and 4 with very small variable distances 5 and 6 to the main tracks. Outside the area 1, normal track sleepers 7 or sleepers 8 running under two tracks can be used.
- the sleepers 9, 10 are pushed between the rails 3.1 and 3.2 of the middle connecting track 3, successive joints 11 being alternately offset laterally to an axis 12 running between the rails 3.1, 3.2, which expediently overlaps the axis of the connecting track .
- the three tracks 2, 3, 4 are subjected to threshold pairs of thresholds 9, 10 of different lengths, with a short threshold 9.k + 1, 10.k + 2 following a long threshold 9.k, 10.k + 1 and a long threshold 9.k are each associated with a short threshold 10.k and a short threshold 9.k + 1 with a long threshold 10.k + 1.
- the connecting means 13 each firmly connect at least three successive heads 14 of the longer thresholds 9.k, 9.k + 2 and 10.k-1, 10.k + 1 underneath them by suitable known means.
- An example of such known connecting means 13 are bars 16 made of rail sections, which are firmly screwed and connected to the heads 14 of the sleepers using a track material 15 - in the example, ribbed plate, hook screw, tension clamp and sleeper screw.
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Machines For Laying And Maintaining Railways (AREA)
- Train Traffic Observation, Control, And Security (AREA)
- Length Measuring Devices With Unspecified Measuring Means (AREA)
- Optical Radar Systems And Details Thereof (AREA)
- Waveguide Aerials (AREA)
- Control Of Vehicles With Linear Motors And Vehicles That Are Magnetically Levitated (AREA)
- Chemically Coating (AREA)
- Manufacturing Of Magnetic Record Carriers (AREA)
- Lining And Supports For Tunnels (AREA)
Abstract
Description
Die Erfindung betrifft ein Verfahren zur spurstabilen Verlegung von mindestens drei in geringem Abstand voneinander verlegten Gleisen wie es gattungsmäßig im Oberbegriff des Anspruchs 1 beschrieben ist.The invention relates to a method for track-stable laying of at least three tracks that are laid at a short distance from one another, as described in the preamble of
Derartige, mit geringem veränderlichem Abstand voneinander verlegte Gleise kommen vornehmlich bei den an Weichen und Kreuzungen anschließenden Gleisabschnitten im Einfahrbereich von Bahnhöfen vor. Die Abstände (Gleisabstand abzüglich Spurweite) zwischen anliegenden Schienen der durchgehenden Stammgleise und des Verbindungs- bzw. Zweiggleises ändern sich dabei zwangsläufig zwischen einem maximalen Wert und dem Wert O. Von einem bestimmten minimalen Schienenabstand an ist die Anordnung von gesonderten Einzelschwellen für jedes Gleis nicht mehr möglich, da bei der verbleibenden Schwellenlänge der Randabstand für die ordnungsgemäße Anbringung der Schienenbefestigungsmittel nicht mehr ausreicht. Die Schwellen müssen dann mindestens in den Bereich zwischen den Schienen des anliegenden Verbindungsgleises hinein verlängert werden. Da die Schwellen auch der Sicherung der Spurweite dienen, kann eine Schwelle nicht zwischen den beiden Schienen eines Gleises getrennt werden, ohne daß zusätzliche Spurhaltungsmittel angebracht werden.Such tracks, which are laid at a slight variable distance from one another, occur primarily in the track sections adjoining switches and crossings in the entrance area of train stations. The distances (track distance minus track width) between adjacent rails of the continuous main track and the connecting or branch track inevitably change between a maximum value and the value O. From a certain minimum rail distance, the arrangement of separate individual thresholds for each track is no longer necessary possible because with the remaining sleeper length, the edge distance is no longer sufficient for the correct attachment of the rail fastening means. The sleepers must then be extended at least into the area between the rails of the adjacent connecting track. Since the thresholds also serve to secure the track gauge, a threshold cannot be separated between the two rails of a track without the need for additional tracking means.
Diese Spurhaltung wurde bisher erreicht, indem jede oder jede zweite Schwelle unter drei nebeneinanderliegenden Gleisen hindurchläuft. Nachteil dieser Lösung ist, daß sehr lange sehr aufwendig zu handhabende Schwellen erforderlich werden und zudem beim Einbau eines Verbindungs- oder Zweiggleises die beiden anliegenden Stammgleise stillgelegt werden müssen.
Aufgabe der Erfindung war, ein Verfahren zu entwickeln, das es zuläßt, die Schwellen so aufzuteilen und zu verlegen, daß die Länge der Schwellen auf weniger als die bei Weichenschwellen vorkommende maximale Länge begrenzt werden kann und beim Einbau eines Verbindungs- oder Zweiggleises nur jeweils eines der beiden Stammgleise stillgelegt zu werden braucht.
Die Aufgabe wird gelöst durch das im kennzeichnenden Teil des Anspruchs 1 angegebene Verfahren zum Verlegen und Verbinden der Schwellen. In einer zweckmäßigen Ausgestaltung des Verfahrens wird nach Unteranspruch 2 vorgeschlagen, im Bahnbetrieb anfallende übliche Oberbaumaterialien als spurhaltende Verbindungsmittel zu verwenden. Das erfindungsgemäße Verfahren ist unabhängig von dem Material, aus dem die Schwellen hergestellt sind (Beton, Stahl, Holz), anwendbar.This tracking was previously achieved by running every or every second sleeper under three adjacent tracks. The disadvantage of this solution is that sleepers which are very difficult to handle are required for a very long time and, in addition, the two adjacent main tracks must be shut down when installing a connecting or branch track.
The object of the invention was to develop a method which allows the sleepers to be divided and laid in such a way that the length of the sleepers can be limited to less than the maximum length which occurs in turnout sleepers and only one when installing a connecting or branch track of the two main tracks needs to be shut down.
The object is achieved by the method for laying and connecting the sleepers specified in the characterizing part of
Die Erfindung wird durch die Fig. 1 bis 3 erläutert. Es zeigen:
- Fig. 1
- die schematisch dargestellte Aufsicht auf erfindungsgemäß verlegte Schwellen unter zwei Stammgleisen und einem zwischen ihnen verlaufenden Verbindungsgleis.
- Fig. 2 und 3
- den Bereich zwischen den Schienen des Verbindungsgleises mit Schwellenstoß und spurhaltendem Verbindungsmittel, Fig. 2 in Ansicht, Fig. 3 in Aufsicht.
- Fig. 1
- the schematically illustrated supervision of sleepers laid according to the invention under two main tracks and a connecting track running between them.
- 2 and 3
- the area between the rails of the connecting track with threshold joint and track-holding connecting means, Fig. 2 in view, Fig. 3 in supervision.
In einem Streckenabschnitt 1 verläuft zwischen den Stammgleisen 2 und 4 das Verbindungsgleis 3 mit sehr geringen variablen Abständen 5 bzw. 6 zu den Stammgleisen. Außerhalb des Bereiches 1 sind normale Gleisschwellen 7 oder unter zwei Gleisen durchlaufende Schwellen 8 verwendbar.In a
Im Bereich 1 werden die Schwellen 9, 10 zwischen den Schienen 3.1 und 3.2 des mittleren Verbindungsgleises 3 gestoßen, wobei aufeinanderfolgende Stöße 11 jeweils wechselnd seitlich zu einer zwischen den Schienen 3.1, 3.2 verlaufenden, zweckmäßig sich mit der Achse des Verbindungsgleises deckenden Achse 12 versetzt sind. Die drei Gleise 2, 3, 4 sind mit Schwellenpaaren aus ungleich langen Schwellen 9, 10 unterzogen, wobei jeweils eine kurze Schwelle 9.k+1, 10.k+2 auf eine lange Schwelle 9.k, 10.k+1 folgt und eine lange Schwelle 9.k jeweils einer kurzen Schwelle 10.k und eine kurze Schwelle 9.k+1 einer langen Schwelle 10.k+1 paarweise einander zugeordnet sind.
Die Stabilisierung der Spur des Gleises 3, zwischen dessen Schienen 3.1 und 3.2 jede Schwelle einen Stoß 11 aufweist, wird durch in Achse 12 zwischen den Schienen 3.1 und 3.2 des Verbindungsgleises 3 angeordnete Verbindungsmittel 13 erreicht. Die Verbindungsmittel 13 verbinden jeweils mindestens drei aufeinanderfolgende Köpfe 14 der sie unterschießenden längeren Schwellen 9.k, 9.k+2 und 10.k-1, 10.k+1 durch geeignete bekannte Mittel fest miteinander.In
The stabilization of the track of the
Ein Beispiel für derartige bekannte Verbindungsmittel 13 sind Riegel 16 aus Schienenabschnitten, die mit einem bahnüblichen Oberbaumaterial 15 - im Beispiel Rippenplatte, Hakenschraube, Spannklemme und Schwellenschraube - fest mit den Köpfen 14 der Schwellen verschraubt und verbunden sind.An example of such known connecting means 13 are
Claims (2)
- Process for constant gauge laying of at least three tracks (2, 3, 4) laid with short variable distance apart, particularly for track sections (1) adjacent to switches and crossings, where the lateral distances (5, 6) of the tracks (2, 3, 4) become smaller than the length (8) of a normal track tie where overlong ties (9.1, 9.1 to 9.n, 10.1, 10.2 to 10.n) are used, supporting at least three tracks (2.1, 2.2, 2.3)
characterized in that
the butts (11) of coordinated tie pairs (9.1/10.1. 9.2./10.2, ... 9.n/10.n) between the rails (3.1 and 3.2) of the center track and subsequent pairs of ties (9.k/10.k, 9.k+1/10.k+1) are displaced alternately with respect to an axis (12), said axis is running between said rails (3.1 and 3.2), and that any longer of the ties (9.k, 10,k+1, 9.k+2) supporting the axis (12) of at least three consecutive pairs of ties (9.k/10.k, 9/k+1, 10 k+1, 9.k+2/10.k+2) are connected to one another at their tops (14) be a rigid means of connection (3). - Process according to Claim 1,
characterized in that
as rigid means of connection (13) track construction materials known as such in railroad usage such as rail sections as stiffeners (16) as well as usual track construction material (15) (underlay plates, T-headed screws, clamps and clamping plates) are used for the fastening of the stiffener (16) upon the ties (9, 10).
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE4004452A DE4004452A1 (en) | 1990-02-14 | 1990-02-14 | METHOD FOR TRACKING STABLE STABILITY OF AT LEAST THREE TRACKS LAYED AT A SMALL DISTANCE |
DE4004452 | 1990-02-14 | ||
PCT/DE1991/000103 WO1991012374A1 (en) | 1990-02-14 | 1991-02-07 | Process for constant-gauge laying of at least three tracks laid a short distance apart |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0468018A1 EP0468018A1 (en) | 1992-01-29 |
EP0468018B1 true EP0468018B1 (en) | 1994-05-04 |
Family
ID=6400070
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP91903390A Expired - Lifetime EP0468018B1 (en) | 1990-02-14 | 1991-02-07 | Process for constant-gauge laying of at least three tracks laid a short distance apart |
Country Status (10)
Country | Link |
---|---|
US (1) | US5222662A (en) |
EP (1) | EP0468018B1 (en) |
AT (1) | ATE105348T1 (en) |
DE (2) | DE4004452A1 (en) |
DK (1) | DK0468018T3 (en) |
ES (1) | ES2028778T3 (en) |
LT (1) | LTIP1779A (en) |
PL (1) | PL166019B1 (en) |
RU (1) | RU2022071C1 (en) |
WO (1) | WO1991012374A1 (en) |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE4201631A1 (en) * | 1992-01-22 | 1993-07-29 | Butzbacher Weichenbau Gmbh | THRESHOLD FOR RAILS OF A STRUCTURE FOR RAIL VEHICLES |
JP2000144603A (en) * | 1998-11-13 | 2000-05-26 | West Japan Railway Co | Lower part structure of turnout |
JP4538664B2 (en) * | 2001-03-12 | 2010-09-08 | 東日本旅客鉄道株式会社 | Ladder-shaped sleeper |
ES2255785B1 (en) * | 2003-07-29 | 2007-04-16 | Prefabricaciones Y Contratas, S.A.U. | IMPROVEMENTS INTRODUCED IN THE FIXING SYSTEMS TO THE THREE-RAIL RAILWAY CONCRETE CONCRETE TRAILERS OR MIXED WIDTH. |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US248840A (en) * | 1881-11-01 | System of tracks for railways | ||
US1026106A (en) * | 1911-05-15 | 1912-05-14 | William Henry Morgan | Metal ties for railroads. |
FR1273919A (en) * | 1960-09-05 | 1961-10-20 | Concrete and steel rail support for three-rail track and resulting track | |
DE3531855C1 (en) * | 1985-09-06 | 1986-09-18 | Stahlwerke Peine-Salzgitter Ag, 3320 Salzgitter | Railway switch with Y-shaped steel sleepers |
-
1990
- 1990-02-14 DE DE4004452A patent/DE4004452A1/en active Granted
-
1991
- 1991-02-07 PL PL91292556A patent/PL166019B1/en unknown
- 1991-02-07 WO PCT/DE1991/000103 patent/WO1991012374A1/en active IP Right Grant
- 1991-02-07 DE DE59101550T patent/DE59101550D1/en not_active Expired - Fee Related
- 1991-02-07 ES ES91903390T patent/ES2028778T3/en not_active Expired - Lifetime
- 1991-02-07 AT AT9191903390T patent/ATE105348T1/en not_active IP Right Cessation
- 1991-02-07 EP EP91903390A patent/EP0468018B1/en not_active Expired - Lifetime
- 1991-02-07 US US07/735,823 patent/US5222662A/en not_active Expired - Fee Related
- 1991-02-07 DK DK91903390.2T patent/DK0468018T3/en active
- 1991-10-11 RU SU915001976A patent/RU2022071C1/en active
-
1994
- 1994-01-17 LT LTIP1779A patent/LTIP1779A/en not_active Application Discontinuation
Also Published As
Publication number | Publication date |
---|---|
DE59101550D1 (en) | 1994-06-09 |
PL292556A1 (en) | 1992-09-21 |
ES2028778T1 (en) | 1992-07-16 |
DK0468018T3 (en) | 1994-09-12 |
EP0468018A1 (en) | 1992-01-29 |
LTIP1779A (en) | 1995-08-25 |
US5222662A (en) | 1993-06-29 |
ATE105348T1 (en) | 1994-05-15 |
RU2022071C1 (en) | 1994-10-30 |
DE4004452A1 (en) | 1991-09-05 |
ES2028778T3 (en) | 1994-08-16 |
DE4004452C2 (en) | 1992-02-13 |
PL166019B1 (en) | 1995-03-31 |
WO1991012374A1 (en) | 1991-08-22 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
DE2727644C2 (en) | Level crossing at the same level as the rails | |
DE29809580U1 (en) | Track plate for the carriageway of magnetic railway trains | |
EP0962592B1 (en) | Adjustable rail fixation | |
DE1906690C3 (en) | Level crossing at the same level as the rails | |
EP0468018B1 (en) | Process for constant-gauge laying of at least three tracks laid a short distance apart | |
EP0784121B1 (en) | Tamping device for railway track | |
EP0715023B1 (en) | Movable machine for concrete work | |
DE60312357T2 (en) | Elevated diversion section for a railroad track | |
DE3531855C1 (en) | Railway switch with Y-shaped steel sleepers | |
EP0857235A1 (en) | Railway track and sleeper and gap-covering element therefor | |
EP1026321A1 (en) | Steel connector for railway sleepers, more particularly for prestressed concrete sleepers for switches | |
DE3440247A1 (en) | SHUTTERING FOR PRE-FABRIC PRODUCTS IN STEEL CONCRETE, PRESERVED FOR PRELOAD TURNTABLE SLEEPERS | |
DE20114163U1 (en) | Machine for processing a track bed | |
DE3828440C1 (en) | Sleeper made of flanged steel girders | |
DE3004406A1 (en) | Cross guide track points for road travelling vehicle - have two tongues, with varied bending inertia moment, engaged from below | |
DE60200687T2 (en) | Concrete construction method and its application for railway, subway or tram tracks | |
DE7536011U (en) | SYSTEM OF PANELS FOR LAYING A RAILWAY CROSSING ON THE SAME RAIL | |
DE2906165A1 (en) | Combined rail and road vehicle track - has outside concrete running strips laterally attached to steel rails | |
DE4416437C1 (en) | Attachment of rails to sleepers | |
DE29700893U1 (en) | Joint between two longitudinal sleepers made of concrete | |
DE10220096A1 (en) | Concrete-block and steel tie-bar for permanent ways has one individual block lengthened and with second rail support with clamp profiles, two different gauges | |
DE2802145A1 (en) | RAILWAY SILL | |
DE862163C (en) | Roadway reinforcement of the same pathways | |
EP0182076B1 (en) | Track structure for rail vehicles and track-bound omnibuses or the like | |
DE2324152C2 (en) | Fastening for rails on a concrete substructure and device and method for laying brackets for fastening |
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: 19911017 |
|
AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): AT BE CH DE DK ES FR GB GR IT LI LU NL SE |
|
EL | Fr: translation of claims filed | ||
ITCL | It: translation for ep claims filed |
Representative=s name: LENZI & C. |
|
TCNL | Nl: translation of patent claims filed | ||
RAP1 | Party data changed (applicant data changed or rights of an application transferred) |
Owner name: BWG BUTZBACHER WEICHENBAU GMBH |
|
17Q | First examination report despatched |
Effective date: 19930628 |
|
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 IT LI LU NL SE |
|
REF | Corresponds to: |
Ref document number: 105348 Country of ref document: AT Date of ref document: 19940515 Kind code of ref document: T |
|
REF | Corresponds to: |
Ref document number: 59101550 Country of ref document: DE Date of ref document: 19940609 |
|
ITF | It: translation for a ep patent filed |
Owner name: LENZI & C. |
|
REG | Reference to a national code |
Ref country code: ES Ref legal event code: FG2A Ref document number: 2028778 Country of ref document: ES Kind code of ref document: T3 |
|
GBT | Gb: translation of ep patent filed (gb section 77(6)(a)/1977) |
Effective date: 19940714 |
|
ET | Fr: translation filed | ||
REG | Reference to a national code |
Ref country code: DK Ref legal event code: T3 |
|
REG | Reference to a national code |
Ref country code: GR Ref legal event code: FG4A Free format text: 3012740 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: SE Payment date: 19950118 Year of fee payment: 5 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: GB Payment date: 19950119 Year of fee payment: 5 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: GR Payment date: 19950123 Year of fee payment: 5 |
|
EAL | Se: european patent in force in sweden |
Ref document number: 91903390.2 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DK Payment date: 19950131 Year of fee payment: 5 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: LU Payment date: 19950201 Year of fee payment: 5 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: BE Payment date: 19950202 Year of fee payment: 5 |
|
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 | ||
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: 19960207 Ref country code: GB Effective date: 19960207 Ref country code: DK Effective date: 19960207 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: CH Payment date: 19960207 Year of fee payment: 6 |
|
REG | Reference to a national code |
Ref country code: DK Ref legal event code: EBP |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SE Effective date: 19960208 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: ES Payment date: 19960219 Year of fee payment: 6 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: BE Effective date: 19960228 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: NL Payment date: 19960229 Year of fee payment: 6 |
|
BERE | Be: lapsed |
Owner name: BUTZBACHER WEICHENBAU G.M.B.H. BWG Effective date: 19960228 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: GR Free format text: THE PATENT HAS BEEN ANNULLED BY A DECISION OF A NATIONAL AUTHORITY Effective date: 19960831 |
|
GBPC | Gb: european patent ceased through non-payment of renewal fee |
Effective date: 19960207 |
|
REG | Reference to a national code |
Ref country code: GR Ref legal event code: MM2A Free format text: 3012740 |
|
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: 19970208 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LI Effective date: 19970228 Ref country code: CH Effective date: 19970228 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: NL Effective date: 19970901 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |
|
NLV4 | Nl: lapsed or anulled due to non-payment of the annual fee |
Effective date: 19970901 |
|
REG | Reference to a national code |
Ref country code: ES Ref legal event code: FD2A Effective date: 19990405 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 20040203 Year of fee payment: 14 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: AT Payment date: 20040204 Year of fee payment: 14 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: FR Payment date: 20040209 Year of fee payment: 14 |
|
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: 20050207 Ref country code: AT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20050207 |
|
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: 20050901 |
|
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: 20051031 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: ST Effective date: 20051031 |