[go: up one dir, main page]

EP0676504A1 - Superstructure de voie sans ballast pour au moins une voie ferrée et procédé de mise en oeuvre - Google Patents

Superstructure de voie sans ballast pour au moins une voie ferrée et procédé de mise en oeuvre Download PDF

Info

Publication number
EP0676504A1
EP0676504A1 EP95104104A EP95104104A EP0676504A1 EP 0676504 A1 EP0676504 A1 EP 0676504A1 EP 95104104 A EP95104104 A EP 95104104A EP 95104104 A EP95104104 A EP 95104104A EP 0676504 A1 EP0676504 A1 EP 0676504A1
Authority
EP
European Patent Office
Prior art keywords
concrete
rail
support base
support plates
slab
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
Application number
EP95104104A
Other languages
German (de)
English (en)
Other versions
EP0676504B1 (fr
Inventor
Johannes Dipl.-Ing. Dahl
Gerhard Ing.Grad. Engelke
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.)
Hochtief AG
Original Assignee
Hochtief AG
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Hochtief AG filed Critical Hochtief AG
Priority to EP96108134A priority Critical patent/EP0735189B1/fr
Publication of EP0676504A1 publication Critical patent/EP0676504A1/fr
Application granted granted Critical
Publication of EP0676504B1 publication Critical patent/EP0676504B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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
    • E01B37/00—Making, maintaining, renewing, or taking-up the ballastway or the track, not provided for in a single one of groups E01B27/00 - E01B35/00
    • 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
    • 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
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B9/00—Fastening rails on sleepers, or the like
    • E01B9/02—Fastening rails, tie-plates, or chairs directly on sleepers or foundations; Means therefor

Definitions

  • the invention relates to a ballastless superstructure system for at least one railroad track consisting of two railroad rails, in particular for high-speed lines, on a concrete carriageway slab that is concreted on a specified substructure.
  • the invention further relates to methods for producing a superstructure system according to the invention.
  • the term system denotes a defined principle of organization for the components belonging to the system. It goes without saying that the substructure for the concrete carriageway slab has a predetermined degree of compaction which meets the requirements of a likewise predetermined quality assurance program. The requirement criteria are mostly the same for all ballastless track systems. It is understood that the concrete slab is a reinforcement, e.g. B. may have a fiber reinforcement.
  • a track yoke is prefabricated, which consists of the rails and the sleepers of the railroad track and this is supported on the concrete carriageway slab. If necessary, the track yoke is adjusted.
  • the Gjisjoch is cast in concrete above the concrete slab between laterally raised boundaries, with the grouting concrete filling the gap between the sleepers.
  • the concrete carriageway slab should be provided with raised concrete edge beams on the side. This is expensive because the rails of the railroad track must first be assembled to form the track yoke and this bulky unit must be manipulated, set down and adjusted before the casting with which concrete can be carried out.
  • the invention is based on the technical problem of creating a superstructure system which no longer requires a special track yoke or sleepers in the form of precast reinforced concrete during manufacture and can therefore be manufactured much more easily, but nevertheless meets all requirements and in particular the considerable stresses involved in high-speed lines occur, is sufficient.
  • the invention is based on the knowledge that, in the case of a ballastless superstructure system, prefabrication of a track yoke or prefabricated sleepers made of reinforced concrete can be dispensed with if support bases made from in-situ concrete are made in situ on the concrete carriageway slab, and also with rail support slabs is made of steel, which are included as integrating components in the support base and functional anchoring of the support base, the rail support plates and thus the rails with their rail fastening devices and the concrete roadway plate, via known anchoring dowels concreted into casting chambers of the concrete roadway slab, so that this unit all requirements and demands are met. It is understood that the elements of the superstructure system according to the invention are designed according to the stresses.
  • the grouting concrete, from which the support base consist is generally composed in such a way that it meets all requirements in terms of strength.
  • the term grouting concrete also includes mortars of appropriate strength.
  • the support base can be surrounded by a formwork frame that functions as a component of the support base, for example it also performs a reinforcement function.
  • the formwork frame is regularly removed again after the support base has been manufactured.
  • the rail support plate can be used as a lost formwork component for the support base and consequently can be embedded in the support base in the superstructure system according to the invention.
  • the superstructure system according to the invention can be manufactured in a very simple manner, using automatic or semi-automatic machine units.
  • a method for producing a ballastless superstructure system according to the teaching of the invention is the subject of claims 6 and 7.
  • Another manufacturing method for a ballastless superstructure system according to the invention is the subject of claims 8 and 9.
  • FIG. 1 shows a section of a ballastless superstructure system 1 according to the invention for at least one railroad track 2 consisting of two railroad tracks 3.
  • the superstructure system 1 may be intended in particular for high-speed lines. In the exemplary embodiment, only one railroad track 3 is drawn.
  • FIGS. 1 and 2 it can be seen that a concrete slab 5 is arranged on a given substructure 4. It can have been produced with the usual production facilities for concrete slabs.
  • Anchoring dowel holes in the form of casting chambers 6, which are intended for receiving anchoring dowels 7, are sunk into the concrete carriageway slab 5.
  • 1 shows a support base 8 and a rail mounting plate 9 arranged on the support base 8 with recesses 10 on the edge for the anchoring screws 11. These may be bores.
  • the rail rail 3 is arranged on the rail support plate 9 and is fastened to the rail support plate 9 with the aid of rail fastening devices 12 connected to the rail support plate 9.
  • the rail fastening devices 12 are rail fastening screws 13 with corresponding spring elements 14, which are only indicated.
  • the support base 8 has been concreted on the concrete slab 5. It can also be seen that the support base 8 is anchored to the concrete carriageway slab 5 by inserting support base concrete introduced into the casting chambers 6, the anchoring dowels 7 having been concreted in at the same time. The anchoring screws 11 are clamped against the rail support plate 9 via the anchoring screw heads 15. The rail support plate 9 is precisely fitted to the support base 8. 1 also shows the support collar 16 for the anchoring screws 11 the anchoring screw heads 15.
  • the support base 8 shown in FIG. 1 is surrounded by a formwork frame 17.
  • the rail support plate 9 also forms a lost formwork component for the support base 8 and is embedded in this.
  • FIG. 2 explains the manufacturing method for the ballastless superstructure system according to the invention, which is shown in detail in FIG. 1 and has been explained for FIG. 1.
  • FIG. 2 It can be seen in FIG. 2 that a concrete slab 5 was first concreted, with the help of a paver 18, which is similar to a paver in road construction. This is followed by concreting the support base 8 on the previously concrete slab 5, fresh in fresh. To this extent, a concreting car 19 is used. When the support base 8 has hardened, the support base is ground to a precise height and position. For this purpose, an automatic grinding machine 20 is used.
  • the potting chambers 6 are introduced into the support base and into the concrete carriageway slab 5 with a corresponding automatic drill 21. This can also be used to clean and dry the bores at the same time.
  • a formwork frame 17 is placed with a panel setting machine 22 to the support bases 8 to be produced and then the grouting concrete is poured in.
  • the rail support plates are put on and adjusted 9.
  • the automatic plate setting machine 22 does all this with a concrete pouring device.
  • the pulling and screwing of the railroad tracks 3 with the rail fastening devices 12 is followed, for which purpose a special rail setting machine 23 is provided.
  • This method for producing a ballastless superstructure system works as follows: First, the grouting chambers 6 are introduced into the concrete carriageway slab 5 by drilling. Then the formwork frames 17 for the support base 8, viewed in the plan view surrounding the casting chambers 6, are placed on the concrete slab 5. Following this, the rail support plates 9 are arranged as lost upper formwork elements within the formwork frame 17 and the anchoring dowels 7 are inserted into the rail support plates 9. They also encompass the casting chambers 6 in the concrete slab 5.
  • the grouting concrete is poured in in the mold space formed from the formwork frame 17 and the rail support plates 9 with concreting the support base 8, concreting the anchoring dowels 7 in the grouting chambers and anchoring the support base 8 with the rail support plates 9 and the concrete carriageway panel 5.
  • the railroad rails 3 are then drawn in and with the rail fastening device 12 screwed.
  • the grouting chambers 6 are also introduced, the formwork frames 17 are placed, the rail support plates 9 are arranged and adjusted, and the grouting concrete is filled in with automatically or semi-automatically operating, mobile machine units 21, 22. This also applies to the pulling in and screwing of the railroad rails 3 with the rail fastening devices 12.
  • the automatic plate setting machine 22 includes convertible frames 24 which can be temporarily fixed on the concrete carriageway 5 in such a way that they can be aligned precisely with the finished track level.
  • the frame 24 there are fixing and adjusting pliers 25 with rail-like holding pieces 26 or similar devices.
  • the railroad tracks 3 are fed endlessly in the direction of installation and adjusted in the machine unit 23 and screwed to the rail support plate 9. -
  • the hardening process The built-in mortar is usually dependent on the strength-building components and the temperature of the mortar and the surrounding area of the concrete road.
  • the automatic plate setting device therefore includes devices for influencing the temperature. These can also be upstream or downstream.
  • the plate setting machine 22 has several of the frames 24 described, which can also be arranged one behind the other and which can work in different working cycles. 3 two of these frames 24 are shown.
  • the measures according to the invention are also important if repairs are to be carried out on railway tracks 3 which are mounted ballast-free on a concrete carriageway slab 5, in which only the rail supports with the components 8, 9 and 12 are to be replaced. In such a case, new ones can be placed between the rail supports in need of repair.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Railway Tracks (AREA)
  • Road Paving Structures (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Train Traffic Observation, Control, And Security (AREA)
  • Road Paving Machines (AREA)
  • Revetment (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Superconductors And Manufacturing Methods Therefor (AREA)
  • Metal Rolling (AREA)
  • Pressure Welding/Diffusion-Bonding (AREA)
EP95104104A 1994-04-07 1995-03-21 Méthode de fabrication d'une superstructure de voie sans ballast pour au moins une voie ferrée Expired - Lifetime EP0676504B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP96108134A EP0735189B1 (fr) 1994-04-07 1995-03-21 Méthode de production d'une superstructure de voie sans ballast pour au moins une voie ferrée

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE4411889 1994-04-07
DE4411889A DE4411889A1 (de) 1994-04-07 1994-04-07 Schotterloses Oberbausystem für zumindest ein Eisenbahngleis und Verfahren zur Herstellung

Related Child Applications (1)

Application Number Title Priority Date Filing Date
EP96108134A Division EP0735189B1 (fr) 1994-04-07 1995-03-21 Méthode de production d'une superstructure de voie sans ballast pour au moins une voie ferrée

Publications (2)

Publication Number Publication Date
EP0676504A1 true EP0676504A1 (fr) 1995-10-11
EP0676504B1 EP0676504B1 (fr) 1998-04-08

Family

ID=6514763

Family Applications (2)

Application Number Title Priority Date Filing Date
EP95104104A Expired - Lifetime EP0676504B1 (fr) 1994-04-07 1995-03-21 Méthode de fabrication d'une superstructure de voie sans ballast pour au moins une voie ferrée
EP96108134A Expired - Lifetime EP0735189B1 (fr) 1994-04-07 1995-03-21 Méthode de production d'une superstructure de voie sans ballast pour au moins une voie ferrée

Family Applications After (1)

Application Number Title Priority Date Filing Date
EP96108134A Expired - Lifetime EP0735189B1 (fr) 1994-04-07 1995-03-21 Méthode de production d'une superstructure de voie sans ballast pour au moins une voie ferrée

Country Status (8)

Country Link
EP (2) EP0676504B1 (fr)
CN (1) CN1131351C (fr)
AT (2) ATE164897T1 (fr)
CZ (2) CZ285120B6 (fr)
DE (3) DE4411889A1 (fr)
ES (2) ES2114752T3 (fr)
PL (1) PL177215B1 (fr)
RU (1) RU2148685C1 (fr)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1997027366A1 (fr) * 1996-01-26 1997-07-31 Leonhard Weiss Gmbh & Co. Procede et dispositif pour produire une voie de chemin de fer sans ballast et sans traverses
GR1004786B (el) * 2003-11-24 2005-01-25 Γεωργιος Ντινοπουλος Σταθερη επιδομη χωρις στρωτηρες με σκυροδετηση μετα τη ρυθμιση
WO2013150482A1 (fr) * 2012-04-05 2013-10-10 Rte Technologie Gmbh Voie ferrée sans ballast fixe pour véhicules ferroviaires et élément de fixation de rail s'y rapportant
CN109944618A (zh) * 2019-03-20 2019-06-28 中铁十六局集团第二工程有限公司 一种无砟轨道胀锚螺栓孔道定位装置
CN115627665A (zh) * 2022-12-06 2023-01-20 中国铁路设计集团有限公司 一种快速支撑的整体装配式预制轨道结构施工方法

Families Citing this family (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4436260C2 (de) * 1994-10-11 2003-04-30 Zueblin Ag Verfahren zur Befestigung von Gleisen im schotterlosen Eisenbahnoberbau und Vorrichtung zur Durchführung dieses Verfahrens
AT409392B (de) * 1996-01-26 2002-07-25 Zueblin Ag Verfahren zur herstellung eines schotterlosen oberbaus
DE19616648C1 (de) * 1996-04-26 1997-05-22 Hochtief Ag Hoch Tiefbauten Vorrichtung zur höhenpositionsgenauen Herstellung eines Betonkörpers auf der Oberfläche einer Betonplatte, insbesondere für feste Fahrbahnen aus Beton für den Schienenverkehr
DE19616649C1 (de) * 1996-04-26 1997-05-22 Hochtief Ag Hoch Tiefbauten Vorrichtung zur höhenpositionsgenauen Herstellung eines Betonkörpers auf der Oberfläche einer Betonplatte, insbesondere für feste Fahrbahnen aus Beton für den Schienenverkehr
DE19627672C2 (de) * 1996-07-10 1999-02-18 Hochtief Ag Hoch Tiefbauten Verfahren zur Herstellung einer mit Schienenauflagerelementen aus Beton versehenen Betonfahrbahnplatte einer Schnellfahrbahnstrecke und Verbundankersetzmaschine zur Durchführung des Verfahrens
DE19808812C2 (de) * 1996-09-24 2000-06-08 Zueblin Ag Verfahren zur Herstellung einer festen Fahrbahn
DE19705267C1 (de) * 1997-02-12 1998-09-10 Zueblin Ag Verfahren zum Steuern eines fahrbaren Geräteträgers für den Bau einer festen Fahrbahn
DE19824397C1 (de) * 1998-05-30 1999-07-29 Hochtief Ag Hoch Tiefbauten Verfahren und Vorrichtung zum Herstellen eines schotterlosen Oberbausystems für zumindest ein Eisenbahngleis aus zwei Eisenbahnschienen, insbesondere für Hochgeschwindigkeitsstrecken
DE19824396C1 (de) * 1998-05-30 1999-09-30 Hochtief Ag Hoch Tiefbauten Verfahren zum Herstellen eines schotterlosen Oberbausystems für zumindest ein Eisenbahngleis aus zwei Eisenbahnschienen, insbesondere für Hochgeschwindigkeitsstrecken und dabei verwendbare Vorrichtung
DE19824395C1 (de) * 1998-05-30 1999-07-22 Hochtief Ag Hoch Tiefbauten Verfahren zum Herstellen eines schotterlosen Oberbausystems für zumindest ein Eisenbahngleis aus zwei Eisenbahnschienen, insbesondere für Hochgeschwindigkeitsstrecken und dabei verwendbare Vorrichtung
DE19915763B4 (de) * 1999-02-20 2008-11-20 Ed. Züblin Ag Verfahren zum Einbringen von Schwellen in feste Fahrbahnen mit Hilfe taschenförmiger Vertiefungen
DE10054041A1 (de) * 2000-10-31 2002-05-08 Joerg Schwarzbich Verfahren zur Herstellung eines Schienenunterbaus
DE10226407A1 (de) 2002-06-13 2003-12-24 Boegl Max Bauunternehmung Gmbh Verfahren und Vorrichtung zur Herstellung eines präzisen Betonfertigteiles
DE10310754B4 (de) * 2003-01-28 2006-01-26 Naumburger Bauunion Gmbh & Co. Bauunternehmung Kg Verfahren zur Herstellung einer festen Schienenfahrbahn; Feste Schienenfahrbahn
DE10328895A1 (de) * 2003-06-26 2005-01-20 Rte Technologie Gmbh Verfahren zum Herstellen einer Gleisfahrbahn für Schienenfahrzeuge
EP2468954A1 (fr) * 2010-12-27 2012-06-27 Sonneville AG Procédé de fabrication d'un chemin de fer sans ballast pour véhicules sur rails dotée d'une voie de sauvetage pour véhicules routiers
RU2497996C1 (ru) * 2012-05-11 2013-11-10 Федеральное государственное бюджетное образовательное учреждение высшего профессионального образования "Петербургский государственный университет путей сообщения" Способ изготовления системы верхнего строения пути
CN107905046A (zh) * 2017-11-10 2018-04-13 成都天府轨谷科技有限公司 轨道变形调整装置及应用所述装置的磁浮铁路轨道

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1082552A (en) * 1964-06-09 1967-09-06 Franz Clouth Rheinische Gummie Railway rail mountings
FR2122863A5 (fr) * 1971-01-19 1972-09-01 Lechler Chemie Gmbh
DE2422942A1 (de) * 1974-05-11 1975-11-20 Zueblin Ag Verfahren zur herstellung von eisenbahnoberbauten sowie fertigteile und vorrichtung zur durchfuehrung des verfahrens
DE3341681A1 (de) * 1983-11-18 1985-05-30 Phoenix Ag, 2100 Hamburg Elastisches schienenlager
DE3413417A1 (de) * 1984-04-10 1985-10-17 Klöckner & Co KGaA, 4100 Duisburg Schwellenlose schienenbefestigung

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1250315A (fr) * 1968-08-29 1971-10-20
FR2204198A5 (fr) * 1972-10-24 1974-05-17 Bernard Raoul
GB2024289B (en) * 1978-06-30 1983-03-30 Clouth Gummiwerke Ag Resilient rail support
DE2830138A1 (de) * 1978-07-08 1980-01-17 Zueblin Ag Schotterloser gleisoberbau und verfahren zur herstellung des gleisoberbaus

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1082552A (en) * 1964-06-09 1967-09-06 Franz Clouth Rheinische Gummie Railway rail mountings
FR2122863A5 (fr) * 1971-01-19 1972-09-01 Lechler Chemie Gmbh
DE2422942A1 (de) * 1974-05-11 1975-11-20 Zueblin Ag Verfahren zur herstellung von eisenbahnoberbauten sowie fertigteile und vorrichtung zur durchfuehrung des verfahrens
DE3341681A1 (de) * 1983-11-18 1985-05-30 Phoenix Ag, 2100 Hamburg Elastisches schienenlager
DE3413417A1 (de) * 1984-04-10 1985-10-17 Klöckner & Co KGaA, 4100 Duisburg Schwellenlose schienenbefestigung

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1997027366A1 (fr) * 1996-01-26 1997-07-31 Leonhard Weiss Gmbh & Co. Procede et dispositif pour produire une voie de chemin de fer sans ballast et sans traverses
GR1004786B (el) * 2003-11-24 2005-01-25 Γεωργιος Ντινοπουλος Σταθερη επιδομη χωρις στρωτηρες με σκυροδετηση μετα τη ρυθμιση
WO2013150482A1 (fr) * 2012-04-05 2013-10-10 Rte Technologie Gmbh Voie ferrée sans ballast fixe pour véhicules ferroviaires et élément de fixation de rail s'y rapportant
CN109944618A (zh) * 2019-03-20 2019-06-28 中铁十六局集团第二工程有限公司 一种无砟轨道胀锚螺栓孔道定位装置
CN115627665A (zh) * 2022-12-06 2023-01-20 中国铁路设计集团有限公司 一种快速支撑的整体装配式预制轨道结构施工方法

Also Published As

Publication number Publication date
EP0735189B1 (fr) 1998-04-08
ATE164898T1 (de) 1998-04-15
CN1131351C (zh) 2003-12-17
EP0676504B1 (fr) 1998-04-08
CZ87795A3 (en) 1995-12-13
CN1112624A (zh) 1995-11-29
RU2148685C1 (ru) 2000-05-10
ES2114752T3 (es) 1998-06-01
PL308045A1 (en) 1995-10-16
ES2114705T3 (es) 1998-06-01
EP0735189A1 (fr) 1996-10-02
DE4411889A1 (de) 1995-10-12
CZ285120B6 (cs) 1999-05-12
CZ42798A3 (cs) 1999-05-12
ATE164897T1 (de) 1998-04-15
DE59501846D1 (de) 1998-05-14
DE59501812D1 (de) 1998-05-14
PL177215B1 (pl) 1999-10-29
CZ285140B6 (cs) 1999-05-12
RU95105171A (ru) 1997-02-20

Similar Documents

Publication Publication Date Title
EP0676504A1 (fr) Superstructure de voie sans ballast pour au moins une voie ferrée et procédé de mise en oeuvre
EP1564331B1 (fr) Dispositif de levage
DD232729A5 (de) Verfahren zur lagegenauen befestigung von ausruestungsteilen an der tragkonstruktion von fahrwegen und entsprechend ausgebildete tragkonstruktionen
DE10138803A1 (de) Verfahren zum kontinuierlichen Lagern einer Schiene auf einer festen Fahrbahn sowie Justiereinrichtung und feste Fahrbahn
DE19837360C2 (de) Einbauverfahren für eine feste Schienenfahrbahn
DE4442497A1 (de) Schotterloses Oberbausystem für zumindest ein Eisenbahngleis
EP1882777B1 (fr) Procédé pour fabriquer une voie ferrée sans ballast
DE3042725A1 (de) Verfahren zur herstellung einer elastisch gelagerten, schotterlosen oberbaukonstruktion fuer schienenbahnen
DE102005026819A1 (de) Feste Fahrbahn für Schienenfahrzeuge
DE2830138A1 (de) Schotterloser gleisoberbau und verfahren zur herstellung des gleisoberbaus
DE4442498A1 (de) Fahrbare Betoniermaschine
EP1169516B1 (fr) Procede de renouvellement de voies ferrees
DE10236535B4 (de) Verfahren zur Herstellung einer Festen Fahrbahn mit der Traversenmethode auf Brücken und anderen Kunstbauwerken
EP0715022B1 (fr) Procédé pour la réalisation ou l'installation de points d'appui de rails en position exacte et système de machines pour l'exécution du procédé
DE19707296A1 (de) Verfahren zur Herstellung einer festen Fahrbahn und dazu geeigneter Betonfertigteile
EP2010713B1 (fr) Voie de circulation et procede pour la fabrication de plaques prefabriquees en beton
DE10216573B4 (de) Verfahren zur Lagerung eines Betonbauteiles und Feste Fahrbahn
DE19627672C2 (de) Verfahren zur Herstellung einer mit Schienenauflagerelementen aus Beton versehenen Betonfahrbahnplatte einer Schnellfahrbahnstrecke und Verbundankersetzmaschine zur Durchführung des Verfahrens
EP1891271B1 (fr) Traverse de levage et d'orientation
EP0724667A1 (fr) Superstructure sans ballast a traverses en beton
AT500876A1 (de) Verfahren zum herstellen einer festen fahrbahn für schienenfahrzeuge
DE4428163C1 (de) Verfahren zur Herstellung einer festen Fahrbahn für schienengebundenen Verkehr im Weichenbereich
DE19753747A1 (de) Verfahren zur Herstellung einer festen Fahrbahn für schienengebundenen Verkehr
AT409392B (de) Verfahren zur herstellung eines schotterlosen oberbaus
DE2612617A1 (de) Schotterloser eisenbahnoberbau

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: 19950321

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE CH DE DK ES FR GB IT LI NL

17Q First examination report despatched

Effective date: 19951207

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

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

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 IT LI NL

REF Corresponds to:

Ref document number: 164897

Country of ref document: AT

Date of ref document: 19980415

Kind code of ref document: T

XX Miscellaneous (additional remarks)

Free format text: TEILANMELDUNG 96108134.6 EINGEREICHT AM 22/05/96.

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: KELLER & PARTNER PATENTANWAELTE AG

Ref country code: CH

Ref legal event code: EP

ITF It: translation for a ep patent filed
ET Fr: translation filed
REF Corresponds to:

Ref document number: 59501812

Country of ref document: DE

Date of ref document: 19980514

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2114705

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: 19980513

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
REG Reference to a national code

Ref country code: GB

Ref legal event code: IF02

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

Ref country code: FR

Payment date: 20020327

Year of fee payment: 8

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

Ref country code: BE

Payment date: 20020328

Year of fee payment: 8

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

Ref country code: AT

Payment date: 20030319

Year of fee payment: 9

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

Ref country code: NL

Payment date: 20030325

Year of fee payment: 9

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: 20030331

BERE Be: lapsed

Owner name: *HOCHTIEF A.G. VORM. GEBR. HELFMANN

Effective date: 20030331

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: 20031127

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

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

Ref country code: DK

Payment date: 20040123

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: 20040321

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

Ref country code: GB

Payment date: 20040324

Year of fee payment: 10

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

Ref country code: CH

Payment date: 20040326

Year of fee payment: 10

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

Ref country code: ES

Payment date: 20040330

Year of fee payment: 10

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

Ref country code: DE

Payment date: 20040401

Year of fee payment: 10

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: 20041001

NLV4 Nl: lapsed or anulled due to non-payment of the annual fee

Effective date: 20041001

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: 20050321

Ref country code: GB

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

Effective date: 20050321

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: 20050322

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

Ref country code: LI

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

Effective date: 20050331

Ref country code: DK

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

Effective date: 20050331

Ref country code: CH

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

Effective date: 20050331

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: 20051001

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: 20050321

REG Reference to a national code

Ref country code: DK

Ref legal event code: EBP

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20050322