EP1191145A1 - Procédé et dispositif pour relier une voie ferrée comprenant des rails et des plots d'appui unitaires à une structure fixe de soubassement de voie - Google Patents
Procédé et dispositif pour relier une voie ferrée comprenant des rails et des plots d'appui unitaires à une structure fixe de soubassement de voie Download PDFInfo
- Publication number
- EP1191145A1 EP1191145A1 EP00120724A EP00120724A EP1191145A1 EP 1191145 A1 EP1191145 A1 EP 1191145A1 EP 00120724 A EP00120724 A EP 00120724A EP 00120724 A EP00120724 A EP 00120724A EP 1191145 A1 EP1191145 A1 EP 1191145A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- concrete
- track
- boxes
- support points
- filling concrete
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
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
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B2/00—General structure of permanent way
- E01B2/003—Arrangement of tracks on bridges or in tunnels
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B29/00—Laying, rebuilding, or taking-up tracks; Tools or machines therefor
- E01B29/005—Making of concrete parts of the track in situ
Definitions
- the invention relates to a method and a device for Connect one consisting of rails and individual bases Track with the support plate or the hydraulically bound base layer (HGT) of a fixed carriageway, in which the track to the Rails on the support plate or on the hydraulically bound one Supporting layer supported and aligned and then by pouring the gaps between the bases with filling concrete the pavement is fixed.
- HAT hydraulically bound base layer
- the professional placing of the filling concrete between the bases the track of a solid track is very complex and that batch feeding of the filling concrete carries the risk of irregularities in the composition and in the compression in the longitudinal direction of the rail track.
- the object of the invention is therefore, to create a method and a facility with which the track is not only continuously laid and aligned, but also continuously in a constant high over the length Quality can be firmly connected to the support plate by concrete can and with lateral elevations of the track in Curve sections can be taken into account.
- anchors can be used as individual bases Steel plates, but also prefabricated two-block sleepers Concrete or steel are used, each with two sleeper blocks connected by reinforcement elements in the concrete be embedded.
- the track is directly on the hydraulically bound base layer is laid or on a support plate that has no edge beams has, the filling concrete when pouring and compacting on the outer edges of the outer areas by sliding formwork limited, which are attached to the concrete feeder and on guide means arranged in the hydraulically bound base layer be guided along.
- These management tools can for example upstands in the hydraulically bound base layer his.
- a device for pouring and compacting the filling concrete in particular for practicing the method described above, is characterized by a chassis Paver holding a concrete storage container, one above the central area between support points of the left rail and support points center pull box arranged on the right rail, two External pull boxes arranged above the outer areas in front of the base of the support points and a concrete pump with volume distribution device, as well as vibrators in the center pull box and in the outer pull boxes having.
- Such a device allows continuous Distribute one per running meter to the corresponding average Cross-section adjusted constant amount of filling concrete on the middle area between the rails and on the Outside areas in front of each serving as individual bases
- Two-block sleepers, the vibrators for the longitudinal distribution and the transverse distribution of the filling concrete in changing Ensure cross-section between the bases.
- the drawing boxes are permanently installed in the working direction extending first internal vibrator and additionally transverse to the working direction between the bases of the left and right
- the rail can be moved backwards and forwards by a second internal vibrator.
- the first internal vibrators take over the distribution from these of the filling concrete in the longitudinal direction of the track, while the additional, second transverse internal vibrator for a full Filling in the compartments between successive individual bases and the good distribution and compaction of the filling concrete in the transverse direction and in these areas.
- the side formwork corresponds to lateral trough cheek of the trough-shaped support plate.
- the paver's concrete pump is dependent on the driving speed controlled by the paver in such a way that they are always running Meter installation distance a predetermined, constant Conveying quantity of filling concrete into the drawing boxes.
- This amount of filler concrete depends on the structure of the road section Cross slope of the road, where different road cross sections more filler concrete is required for bends in curves is considered in straight lines with a level route.
- the quantity distribution device of the concrete pump expediently has Valve with three delivery paths (three-way valve) on, manually or controlled by level sensors arranged in the drawing boxes and that is continuously conveyed by the concrete pump Filling concrete quantity on the center drawing box and the outer drawing boxes distributed. It may be sufficient here, only in the outer drawers Level sensors and excess quantities to be provided feed into the center pull box from which they easily can be pushed into the side threshold compartments.
- the undercarriage can be set with wheels or crawlers on the verge of the support plates or on the edge strips of the hydraulic bound base course run. With adequate support of the laid track on the hydraulically bound base layer or the support plate, in particular in sections without or with slight cant, it is also possible to use wheels with wheels run along on the rails of the laid track to let.
- 10 is the hydraulically bound base layer HGT designated a fixed track for rail vehicles, on a suitable substructure, for example one carefully compacted earth is applied.
- the hydraulic bound base layer 10 can also be a bridge plate or be the sole of a tunnel on which a track 11 is laid and should be attached.
- the track 11 is directly on the hydraulically bound Base layer laid, while in the embodiment after Fig. 3 on the hydraulically bound base layer 10 first a trough-shaped support plate 12 with edge beams 13 is arranged becomes. The track is then in this trough-shaped support plate 12 11 laid and concreted with filling concrete 14. This construction one slab track is known as the "classic Rheda system".
- the hydraulically bound Base layer 10 is slightly wider than the track 11 with the Filling concrete 14 in which the track is embedded.
- the side protruding edge strips 19 and 20 of the hydraulically bound Base layer 10 serve as a route for the wheels 21 and 22 of the Running gear 23 of a concrete feed device 24 for the filled concrete 14, which will be described in more detail below.
- the hydraulically bound base layer 10 In your the middle area is the hydraulically bound base layer 10 a little thicker and the marginal edges 25 and 26 serve as guide means for sliding formwork 27, the filling concrete 14 laterally limit and attached to the concrete feeder 24 are.
- the fixed The concrete feed device 24 drives onto the edge beam 13 along the previously produced support plate 12. lateral Sliding formwork is not necessary here because of the edge beams 13 limit the filler concrete 14 to be introduced laterally.
- the concrete feeder 24 can also be on a fixed surface, namely anchored to the hydraulically bound base layer Drive formwork with wheels or caterpillars that keep the work progress is implemented daily. This embodiment is not shown, however.
- the track 11 is on the middle area the hydraulically bound base layer 10 or in the trough the support plate 12 relocated and aligned, such as this described in more detail in EP 0 894 898 A1 or WO 00/44987 and is described. That relocated and in height and sideways Aligned track 11 is then using the device 24th by filling concrete 14 according to the inventive method with the hydraulically bound base layer 10 or the base plate 12 connected.
- the rails 17 and 18 of the Track 11 supported by individual bases 15 and 16 that can be simple steel plates provided with concrete anchors to which the rail fasteners are attached.
- individual bases 15 and 16 that can be simple steel plates provided with concrete anchors to which the rail fasteners are attached.
- the embodiments shown in the drawings are Individual bases, however, prefabricated concrete blocks, each of which two by transverse reinforcement bars 28 to a two-block sleeper are connected.
- These cross reinforcement bars 28 can be simple Round concrete bars, but they can also be designed as lattice girders his.
- the paver 29 has a concrete reservoir 31, which of Transport vehicles is continuously filled with filling concrete 14.
- the filler concrete produced outside the driveway is more suitable Composition can be against the working direction 30 on the laid and aligned track or on the side next to the on existing roads.
- Draw boxes 37, 38 and 39 are the most important Parts of the paver 29.
- the center pull box 37 is located over the central area 40 of the driveway, which is from the inside 41 and 42 of the individual support points 15 and 16 of the rails 17 and 18 is limited.
- the outer pull boxes 38 and 39 are over the outside areas 43 and 44 of the route arranged in front Head of the bases or 16 and are from the outside 45 or 46 of the support points 15 or 16 up to the sliding formwork 27 (Fig. 1 and 2) or up to the inside of the edge beams 13 (Fig. 3) extend.
- the center pull box 37 and the outer pull boxes 38 and 39 are on the underside open, essentially rectangular tin boxes, the lower edge of which is at the level of the finished filler concrete surface located.
- At the front edge 47 in the working direction of the center pull box 37 and at the front edges 48 and 49 of the outer pull boxes 38 and 39 are concrete retaining aprons 50 or 51 or 52 attached downward against the surface the hydraulically bound base layer or against the ground 53 the support plate 12 are directed and almost to this floor or reach down to the reinforcement arranged in the filled concrete.
- the Aprons 50, 51 and 52 prevent that from the drawing boxes 37, 38 and 39 emerging filling concrete excessive in the working direction 30 flows ahead.
- the aprons are suitably made of rubber or a suitable, limited flexible plastic.
- first internal vibrator 63 permanently installed, which is essentially extend in the working direction 30.
- second internal vibrator 64 provided the from the center pull box 37 transversely to the working direction 30 between the individual support points 15 of the left rail 17 or between the Individual bases 16 of the right rail 18 moved back and forth can be when the center pull box 37 in the area of Spaces between these individual bases 15 and 16 is located.
- the joints thus formed are sealed lips 65 made of rubber or the like sealed to prevent the filling concrete from swelling out between the drawing boxes and the sleeper blocks or To avoid edge beams 13 of the support plate 12.
- the center pull box 37 approximately in its longitudinal central axis with a Middle pulling box dividing and partly over its bottom protruding boundary plate 66. This boundary plate prevents an overflow or outflow of the multi-concrete from the inflated Side to the lower side of the road.
- Level sensors 67 are provided in the outer pulling boxes if the quantity distribution is not controlled manually.
- the reservoir 31 becomes the Filling concrete transported directly to the paver 29 in such a way that depending from the speed of the paver continuously a previously set one, based on the cross sectional quantity requirements adjusted, constant amount of concrete per running meter of track is fed.
- the invention is not based on the illustrated and described Embodiments limited, but there are several changes and additions possible without the scope of the invention leave.
- it can be advantageous to also Drawing boxes and external vibrators on the sliding formwork, to the liquefaction and compaction of the filling concrete when pouring to improve.
- the concrete pump can be provided and it is possible to fill the concrete flow depending on the road profile in the transverse direction to distribute on the drawing boxes.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Machines (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Machines For Laying And Maintaining Railways (AREA)
- Railway Tracks (AREA)
Priority Applications (4)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| AT00120724T ATE233346T1 (de) | 2000-09-22 | 2000-09-22 | Verfahren und einrichtung zum verbinden eines aus schienen und einzelstützpunkten bestehenden gleises mit dem tragkörper einer festen fahrbahn |
| DE50001340T DE50001340D1 (de) | 2000-09-22 | 2000-09-22 | Verfahren und Einrichtung zum Verbinden eines aus Schienen und Einzelstützpunkten bestehenden Gleises mit dem Tragkörper einer festen Fahrbahn |
| EP00120724A EP1191145B1 (fr) | 2000-09-22 | 2000-09-22 | Procédé et dispositif pour relier une voie ferrée comprenant des rails et des plots d'appui unitaires à une structure fixe de soubassement de voie |
| DE20100694U DE20100694U1 (de) | 2000-09-22 | 2001-01-16 | Einrichtung zum Einbringen und Verdichten von Füllbeton |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| EP00120724A EP1191145B1 (fr) | 2000-09-22 | 2000-09-22 | Procédé et dispositif pour relier une voie ferrée comprenant des rails et des plots d'appui unitaires à une structure fixe de soubassement de voie |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| EP1191145A1 true EP1191145A1 (fr) | 2002-03-27 |
| EP1191145B1 EP1191145B1 (fr) | 2003-02-26 |
Family
ID=8169917
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP00120724A Expired - Lifetime EP1191145B1 (fr) | 2000-09-22 | 2000-09-22 | Procédé et dispositif pour relier une voie ferrée comprenant des rails et des plots d'appui unitaires à une structure fixe de soubassement de voie |
Country Status (3)
| Country | Link |
|---|---|
| EP (1) | EP1191145B1 (fr) |
| AT (1) | ATE233346T1 (fr) |
| DE (2) | DE50001340D1 (fr) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| NL1024494C2 (nl) | 2003-10-09 | 2005-04-15 | Konink Bam Groep Nv | Werkwijze en inrichting voor het aanleggen van een spoortraject. |
| WO2005073466A1 (fr) * | 2004-01-29 | 2005-08-11 | Wirthwein Ag | Point d'appui très élastique et électriquement isolant |
| EP1460174A3 (fr) * | 2003-03-20 | 2006-01-25 | LEONHARD WEISS GmbH & Co.KG | Dispositif et procédé pour fabriquer une voie ferrée sans ballast |
| US20210172124A1 (en) * | 2019-12-10 | 2021-06-10 | Allen Engineering Corporation | Versatile Light Rail Bed Paver |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3901347A1 (de) | 1989-01-18 | 1990-07-26 | Heilit & Woerner Bau Ag | Verfahren und vorrichtung zur herstellung eines schotterlosen gleisoberbaus |
| DE19508107C1 (de) | 1995-03-08 | 1996-11-14 | Pfleiderer Verkehrstechnik | Verfahren und Vorrichtung zum Aufbau einer festen Schienenfahrbahn |
| US5937763A (en) * | 1996-04-23 | 1999-08-17 | Franz Plasser Bahnbaumaschinen-Industriegesellschaft M.B.H. | Machine and method of distributing ballast |
| FR2776683A1 (fr) * | 1998-03-27 | 1999-10-01 | Spie Batignolles Tp | Procede de construction de voie ferree, panneau unitaire de voie, machine de depose de tels panneaux, machine de betonnage, et voie ferree |
-
2000
- 2000-09-22 EP EP00120724A patent/EP1191145B1/fr not_active Expired - Lifetime
- 2000-09-22 AT AT00120724T patent/ATE233346T1/de not_active IP Right Cessation
- 2000-09-22 DE DE50001340T patent/DE50001340D1/de not_active Expired - Lifetime
-
2001
- 2001-01-16 DE DE20100694U patent/DE20100694U1/de not_active Expired - Lifetime
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3901347A1 (de) | 1989-01-18 | 1990-07-26 | Heilit & Woerner Bau Ag | Verfahren und vorrichtung zur herstellung eines schotterlosen gleisoberbaus |
| DE19508107C1 (de) | 1995-03-08 | 1996-11-14 | Pfleiderer Verkehrstechnik | Verfahren und Vorrichtung zum Aufbau einer festen Schienenfahrbahn |
| US5937763A (en) * | 1996-04-23 | 1999-08-17 | Franz Plasser Bahnbaumaschinen-Industriegesellschaft M.B.H. | Machine and method of distributing ballast |
| FR2776683A1 (fr) * | 1998-03-27 | 1999-10-01 | Spie Batignolles Tp | Procede de construction de voie ferree, panneau unitaire de voie, machine de depose de tels panneaux, machine de betonnage, et voie ferree |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1460174A3 (fr) * | 2003-03-20 | 2006-01-25 | LEONHARD WEISS GmbH & Co.KG | Dispositif et procédé pour fabriquer une voie ferrée sans ballast |
| NL1024494C2 (nl) | 2003-10-09 | 2005-04-15 | Konink Bam Groep Nv | Werkwijze en inrichting voor het aanleggen van een spoortraject. |
| WO2005073466A1 (fr) * | 2004-01-29 | 2005-08-11 | Wirthwein Ag | Point d'appui très élastique et électriquement isolant |
| US20210172124A1 (en) * | 2019-12-10 | 2021-06-10 | Allen Engineering Corporation | Versatile Light Rail Bed Paver |
| US11767643B2 (en) * | 2019-12-10 | 2023-09-26 | Allen Engineering Corp. | Versatile light rail bed paver |
Also Published As
| Publication number | Publication date |
|---|---|
| EP1191145B1 (fr) | 2003-02-26 |
| ATE233346T1 (de) | 2003-03-15 |
| DE20100694U1 (de) | 2001-03-15 |
| DE50001340D1 (de) | 2003-04-03 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| EP0379148B1 (fr) | Procédé et dispositif pour la construction d'une superstructure de la voie sans ballast | |
| EP0255564B1 (fr) | Machine pour remplacer ou rénover respectivement les rails et les traverses d'une voie existante | |
| DE3634399C2 (de) | Fahrbare Gleis-Stopf-, Nivellier- und Richtmaschine | |
| DE2306428A1 (de) | Schienenfahrzeuggleis | |
| DE2754811A1 (de) | Fahrbare einrichtung zum verlegen von schwellen | |
| EP0894898B1 (fr) | Méthode de réalisation d'une voie ferrée et dispositif pour le réglage en hauteur et le support temporaire des rails | |
| DE4324301A1 (de) | Anordnung und Verfahren zur Herstellung eines schotterlosen Gleisoberbaus | |
| CH628380A5 (de) | Fahrbare einrichtung zum kontinuierlichen auswechseln eines aus schienen und schwellen bestehenden gleises. | |
| EP0771909B1 (fr) | Machine pour le démontage d'une ancienne voie ferrée et l'installation d'une nouvelle voie | |
| EP3460125B1 (fr) | Structure de voie de chemin de fer | |
| DE3106063A1 (de) | Gleisbaumaschine mit einer schotterbett-raeum- und planiervorrichtung | |
| DE3032495A1 (de) | Verfahren zur herstellung einer betonfahrbahndecke mit hilfe eines gleitschalungsfertigers und gleitschalungsfertiger zu durchfuehrung dieses verfahrens | |
| EP1022386A2 (fr) | Procédé de fixation d'une voie de chemin de fer sur des dalles porteuses ainsi qu'un appareil et coffrage pour la mise en oeuvre de ce procédé | |
| EP1191145B1 (fr) | Procédé et dispositif pour relier une voie ferrée comprenant des rails et des plots d'appui unitaires à une structure fixe de soubassement de voie | |
| DD253267A5 (de) | Fahrbare anlage zur kontinuierlichen erneuerung der schienen und schwellen eines gleises | |
| DE8817049U1 (de) | Vorrichtung zur Herstellung eines Gleisschotterplanums | |
| EP1048783A1 (fr) | Voie ferrée et sa méthode de réalisation | |
| DE2557372A1 (de) | Fahrbare gleisbaumaschine, insbesondere weichenreinigungsmaschine | |
| DE19848655B4 (de) | Sanierung von Festen Fahrbahnen | |
| AT500982B1 (de) | Verfahren zum verlegen eines gleisstranges einer festen fahrbahn | |
| AT500876B1 (de) | Verfahren zum herstellen einer festen fahrbahn für schienenfahrzeuge | |
| DE3607245A1 (de) | Arbeitsverfahren sowie fertiger zum herstellen eines schotterbettes fuer eisenbahngleise auf einem planum | |
| EP1298251A1 (fr) | Superstructure sans ballast pour voies ferrées et procédé pour sa fabrication | |
| DE19522478C2 (de) | Verfahren zur positionsgenauen und toleranzarmen Herstellung von Schienenstützpunkten mit hoher Oberflächengenauigkeit und Schalungselemente für die Durchführung des Verfahrens | |
| DE2732305A1 (de) | Verfahren und einrichtung zur herstellung eines schotterbettes waehrend der verlegung von gleisen |
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: 20010526 |
|
| AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE |
|
| AX | Request for extension of the european patent |
Free format text: AL;LT;LV;MK;RO;SI |
|
| 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 |
|
| GRAH | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOS IGRA |
|
| AKX | Designation fees paid |
Free format text: AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE |
|
| AXX | Extension fees paid |
Free format text: SI PAYMENT 20020831 |
|
| GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
| 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 |
|
| AX | Request for extension of the european patent |
Extension state: SI |
|
| 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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRE;WARNING: LAPSES OF ITALIAN PATENTS WITH EFFECTIVE DATE BEFORE 2007 MAY HAVE OCCURRED AT ANY TIME BEFORE 2007. THE CORRECT EFFECTIVE DATE MAY BE DIFFERENT FROM THE ONE RECORDED.SCRIBED TIME-LIMIT Effective date: 20030226 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: 20030226 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: 20030226 Ref country code: FR Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20030226 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: 20030226 |
|
| 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 |
|
| REG | Reference to a national code |
Ref country code: IE Ref legal event code: FG4D Free format text: GERMAN |
|
| REF | Corresponds to: |
Ref document number: 50001340 Country of ref document: DE Date of ref document: 20030403 Kind code of ref document: P |
|
| 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: 20030526 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: 20030526 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: 20030526 |
|
| GBT | Gb: translation of ep patent filed (gb section 77(6)(a)/1977) |
Effective date: 20030513 |
|
| 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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20030828 |
|
| RAP2 | Party data changed (patent owner data changed or rights of a patent transferred) |
Owner name: RTE TECHNOLOGIE GMBH |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: CY Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20030922 Ref country code: LU Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20030922 |
|
| 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: 20030930 Ref country code: BE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20030930 |
|
| REG | Reference to a national code |
Ref country code: IE Ref legal event code: FD4D Ref document number: 1191145E Country of ref document: IE |
|
| REG | Reference to a national code |
Ref country code: CH Ref legal event code: NV Representative=s name: ZIMMERLI, WAGNER & PARTNER AG Ref country code: CH Ref legal event code: PUE Owner name: RTE TECHNOLOGIE GMBH Free format text: RHOMBERG BAU GMBH#BELRUPTSTRASSE 59#6901 BREGENZ (AT) -TRANSFER TO- RTE TECHNOLOGIE GMBH#BELRUPTSTRASSE 59#6900 BREGENZ (AT) |
|
| NLT2 | Nl: modifications (of names), taken from the european patent patent bulletin |
Owner name: RTE TECHNOLOGIE GMBH |
|
| REG | Reference to a national code |
Ref country code: GB Ref legal event code: 732E |
|
| NLS | Nl: assignments of ep-patents |
Owner name: RTE TECHNOLOGIE GMBH |
|
| 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 |
|
| EN | Fr: translation not filed | ||
| 26N | No opposition filed |
Effective date: 20031127 |
|
| BERE | Be: lapsed |
Owner name: *RHOMBERG BAU G.M.B.H. Effective date: 20030930 |
|
| PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: NL Payment date: 20060918 Year of fee payment: 7 |
|
| 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 NON-PAYMENT OF DUE FEES Effective date: 20080401 |
|
| NLV4 | Nl: lapsed or anulled due to non-payment of the annual fee |
Effective date: 20080401 |
|
| REG | Reference to a national code |
Ref country code: CH Ref legal event code: PFA Owner name: RTE TECHNOLOGIE GMBH Free format text: RTE TECHNOLOGIE GMBH#BELRUPTSTRASSE 59#6900 BREGENZ (AT) -TRANSFER TO- RTE TECHNOLOGIE GMBH#BELRUPTSTRASSE 59#6900 BREGENZ (AT) |
|
| PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: AT Payment date: 20090928 Year of fee payment: 10 |
|
| 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: 20100922 |
|
| PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 20130726 Year of fee payment: 14 Ref country code: CH Payment date: 20130923 Year of fee payment: 14 |
|
| PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: GB Payment date: 20130920 Year of fee payment: 14 |
|
| REG | Reference to a national code |
Ref country code: CH Ref legal event code: NV Representative=s name: WAGNER PATENT AG, CH |
|
| REG | Reference to a national code |
Ref country code: DE Ref legal event code: R119 Ref document number: 50001340 Country of ref document: DE |
|
| REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |
|
| GBPC | Gb: european patent ceased through non-payment of renewal fee |
Effective date: 20140922 |
|
| REG | Reference to a national code |
Ref country code: DE Ref legal event code: R119 Ref document number: 50001340 Country of ref document: DE Effective date: 20150401 |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: GB Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20140922 Ref country code: CH Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20140930 Ref country code: DE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20150401 Ref country code: LI Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20140930 |