EP0731215A2 - Procédé et dispositif pour la construction d'une superstructure sans ballast - Google Patents
Procédé et dispositif pour la construction d'une superstructure sans ballast Download PDFInfo
- Publication number
- EP0731215A2 EP0731215A2 EP96102963A EP96102963A EP0731215A2 EP 0731215 A2 EP0731215 A2 EP 0731215A2 EP 96102963 A EP96102963 A EP 96102963A EP 96102963 A EP96102963 A EP 96102963A EP 0731215 A2 EP0731215 A2 EP 0731215A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- concrete
- sleepers
- track
- trough
- installation method
- 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
- 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
- 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
- E01B2204/00—Characteristics of the track and its foundations
- E01B2204/06—Height or lateral adjustment means or positioning means for slabs, sleepers or rails
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B2204/00—Characteristics of the track and its foundations
- E01B2204/09—Ballastless systems
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B2204/00—Characteristics of the track and its foundations
- E01B2204/11—Embedded tracks, using prefab elements or injecting or pouring a curable material
Definitions
- the invention relates to an installation method for a fixed railroad track, in which the concrete sleepers supporting the tracks are adjusted in position in a concrete trough and embedded in a casting compound, in particular concrete, with inclusion in longitudinal reinforcements.
- the sleepers are first individually adjusted and the longitudinal reinforcements are subsequently inserted through transverse holes in the concrete sleepers.
- this method also has disadvantages in the laborious introduction of the longitudinal reinforcements into transverse holes in the concrete sleepers that have to be provided.
- the invention is therefore based on the object of developing the installation method of the type mentioned at the outset in such a way that it enables simpler and more precise laying of the sleepers and rails.
- the tracks with the sleepers are first preassembled to form a track grating which is adjusted and cast onto the top edge of the rail by means of a large number of spaced-apart track regulation portals attached to the concrete trough.
- the decisive advantage lies in the use of the track regulation portals. At intervals of two to four, preferably three sleepers, a whole track grate in lengths of up to 80 or possibly even 160 m can be relatively easily pre-adjusted, after which the fine adjustment is carried out by optical leveling on the top edge of the rail by actuating the adjusting elements of the track regulation portals.
- the installation method according to the invention is particularly favorable through the use of two-block concrete sleepers with two reinforced individual blocks, the reinforcement essentially parallel to the axis of the sleepers extending structural steel rods connected by axially spaced brackets to a reinforcement cage, which, as connecting rods, extend continuously through both individual blocks, at least some of which protrude beyond the outer end faces of the individual blocks, and wherein the longitudinal reinforcements previously inserted loosely in the concrete trough are raised and connected to the connecting rods and be connected to the projecting steel rod ends on the outside.
- These special two-block concrete sleepers eliminate the need to make transverse holes in threshold concrete and in particular the laborious threading of the longitudinal reinforcements, which obviously could no longer be sensibly accomplished when laying entire track gratings according to the invention.
- the method according to the invention only requires that the longitudinal reinforcements are raised from below, whereby they are preferably connected to the connecting rods in the middle between the individual blocks from below, while they can be lifted outside over the protruding ends of the structural steel rods and placed and fastened on top. This can obviously be done in sections very simply by successively lifting the longitudinal reinforcements and thus enables a much simpler connection of the concrete sleepers to the longitudinal reinforcements before pouring out the concrete trough, which in turn is preferably done by concrete.
- the concrete trough can either be assembled from in-situ concrete or from prefabricated parts on a base, for example a concrete slab, or it can also be produced using a slipform paver.
- a concrete trough is on a concrete slab 1 with the interposition of a seal 2 and a protective concrete layer 3 4 arranged in which the sleepers are to be held by casting.
- the concrete trough 4 is placed at intervals of preferably three sleepers, rail regulating portals 5, which each comprise the rails 7 between cross members 8 under two sleepers, which in turn are mounted on bearing blocks 9 and 10 so as to be vertically and transversely displaceable, some of which on the Attack the upper sides 11 and partly laterally on the outer surfaces 12 of the walls 13 of the concrete trough.
- the track regulating portals additionally have an intermediate bearing block 14 which additionally supports the cross member 8 in the middle, this intermediate bearing block 14 being supported on an assembly block 15 which is inserted between two sleepers in the concrete trough and which is later used after the adjustment of the Track is poured in.
- the installation takes place according to the invention in that first the sleepers are preassembled with the rails 7 to form a relatively long track grate and then an entire track grate is then adjusted and cast in the concrete trough on the upper edge of the rail.
- the special concrete sleepers 16 shown in the drawing which are designed as two-block concrete sleepers with two individual blocks 17 and 17 ', which are connected to one another by continuous parts of the reinforcement cages, structural steel rods 18 and 19.
- Three spaced structural steel rods 18 are preferably provided in the lower level and two spaced structural steel rods 19 are provided in the upper level, which are connected to the reinforcement cages within the individual blocks 17, 17 'by brackets (not shown).
- the lower structural steel rods 18 are preferably extended so far that they protrude outwards beyond the outer end faces 20 of the individual blocks.
- This special design of the two-block concrete sleepers enables a very simple connection of the sleepers with longitudinal reinforcements 21 and 22, which are also intended to hold the sleepers in the casting compound 4, not shown, in the concrete trough 4.
- These longitudinal reinforcements 21 and 22, which are designed as structural steel rods in the exemplary embodiment shown, can simply be inserted into the concrete trough 4 and, after the track grating has been adjusted, raised in sections precisely to the top edge of the rail with the aid of the track regulating portals 5 and with the reinforcement rods exposed as connecting rods between the individual blocks 17, 17 ' 18 are connected while the outer longitudinal reinforcements 22 are lifted from the bottom of the concrete trough and placed on the projecting ends 23 of the structural steel rods 18 and in turn connected to these ends.
- the tedious threading of the longitudinal reinforcements 21, 22 through transverse holes in the concrete sleepers which is no longer feasible in the case of longer installation sections, is thus eliminated.
- the invention is not restricted to the exemplary embodiment shown.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Machines For Laying And Maintaining Railways (AREA)
- Reinforcement Elements For Buildings (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
- Percussive Tools And Related Accessories (AREA)
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19508107 | 1995-03-08 | ||
DE19508107A DE19508107C1 (de) | 1995-03-08 | 1995-03-08 | Verfahren und Vorrichtung zum Aufbau einer festen Schienenfahrbahn |
Publications (3)
Publication Number | Publication Date |
---|---|
EP0731215A2 true EP0731215A2 (fr) | 1996-09-11 |
EP0731215A3 EP0731215A3 (fr) | 1996-10-02 |
EP0731215B1 EP0731215B1 (fr) | 2000-04-05 |
Family
ID=7755957
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP96102963A Expired - Lifetime EP0731215B1 (fr) | 1995-03-08 | 1996-02-28 | Procédé et dispositif pour la construction d'une superstructure sans ballast |
Country Status (8)
Country | Link |
---|---|
US (1) | US5653388A (fr) |
EP (1) | EP0731215B1 (fr) |
KR (1) | KR0179441B1 (fr) |
AT (1) | ATE191526T1 (fr) |
DE (1) | DE19508107C1 (fr) |
DK (1) | DK0731215T3 (fr) |
ES (1) | ES2144165T3 (fr) |
TW (1) | TW316937B (fr) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE19952803A1 (de) * | 1999-11-02 | 2001-06-07 | Heitkamp Deilmann Haniel Gmbh | Oberbau für schienengebundene Fahrzeuge des öffentlichen Nahverkehrs sowie Verfahren und Vorrichtung zu seiner Herstellung |
DE10107116A1 (de) * | 2001-02-14 | 2002-10-24 | Schreck Mieves Gmbh | Ausrichteinrichtung und Verfahren zum Ausrichten und Einstellen der Soll-Einbaulage eines vormontierten Gleisrostes in ein schotterloses Oberbausystem in Trogbauweise |
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 |
Families Citing this family (27)
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 |
DE19653858C2 (de) * | 1996-12-21 | 2001-11-08 | Pfleiderer Infrastrukturt Gmbh | Einbauverfahren für eine feste Schienenfahrbahn |
DE19733500A1 (de) * | 1997-08-01 | 1999-02-18 | Bahnbau Wels Gmbh | Verfahren zum Herstellen einer festen Fahrbahn für Schienenfahrzeuge und Stützkörper zum Ausüben des Verfahrens |
ATE216447T1 (de) | 1997-08-01 | 2002-05-15 | Bahnbau Wels Gmbh | Verfahren zum herstellen einer festen fahrbahn für schienenfahrzeuge und vorrichtung zum höhenverstellen und temporären abstützen der schienen |
DE19837950C5 (de) * | 1997-09-18 | 2012-03-15 | Rail.One Gmbh | Verfahren zur Herstellung einer Festen Fahrbahn für schienengebundenen Verkehr und Vorrichtung zur Durchführung des Verfahrens |
DE19741059C1 (de) * | 1997-09-18 | 1999-05-06 | Wayss & Freytag Ag | Verfahren zur Herstellung einer Festen Fahrbahn für schienengebundenen Verkehr, sowie eine Feste Fahrbahn zur Durchführung des Verfahrens |
DE19837360C2 (de) * | 1998-08-18 | 2002-02-21 | Pfleiderer Infrastrukturt Gmbh | Einbauverfahren für eine feste Schienenfahrbahn |
DE19853829B4 (de) * | 1998-11-21 | 2008-10-09 | Ed. Züblin Ag | Temperaturunabhängige Herstellung von exakten Festen Fahrbahnen des Typs Rheda oder verwandter Typen |
DE19903702A1 (de) | 1999-01-30 | 2000-08-03 | Bahnbau Wels Gmbh Wels | Vorrichtung zur Höhen- und Seitenausrichtung und/oder -abstützung der Schienen eines Gleises |
DE10000227A1 (de) * | 1999-03-19 | 2000-10-19 | Gsg Knape Gleissanierung Gmbh | Verfahren zur Herstellung einer festen Fahrbahn für Schienenfahrzeuge und Richtsystem zur Verwendung bei einem solchen Verfahren |
FR2791712B1 (fr) * | 1999-03-29 | 2001-06-22 | Vagneux Traverses Beton | Procede de pose d'un troncon de voie ferree sur un support rigide avec reglage de position notamment dans le sens de la hauteur; palonnier et traverse de chemin de fer destines a la mise en oeuvre de ce procede |
DE19923329C1 (de) * | 1999-05-21 | 2001-01-04 | Pfleiderer Infrastrukturt Gmbh | Einbauvorrichtung für eine feste Schienenfahrbahn |
DE10033272A1 (de) * | 2000-07-10 | 2002-02-14 | Moelders Baugmbh | Gleisoberbau und Verfahren zu seiner Herstellung |
DE50001340D1 (de) | 2000-09-22 | 2003-04-03 | Rhomberg Bau Gmbh Bregenz | Verfahren und Einrichtung zum Verbinden eines aus Schienen und Einzelstützpunkten bestehenden Gleises mit dem Tragkörper einer festen Fahrbahn |
DE10131655C1 (de) * | 2001-06-29 | 2002-11-14 | Pfleiderer Infrastrukturt Gmbh | Gleisregulierungsportal |
FR2833023B1 (fr) * | 2001-12-05 | 2004-05-21 | Alstom | Procede de construction d'une voie ferree dans lequel on realise une dalle de voie en beton et on insere dans la dalle de voie des elements d'ancrage de la voie ferree |
KR20030065897A (ko) * | 2002-02-01 | 2003-08-09 | 주식회사 에이브이티 | 콘크리트도상 궤도의 구조 및 그 시공방법 |
WO2004065692A1 (fr) * | 2003-01-21 | 2004-08-05 | Pfleiderer Infrastrukturtechnik Gmbh & Co. Kg | Dispositif a vis pour le reglage en hauteur de chassis de voie |
DE10325166B4 (de) * | 2003-06-04 | 2006-11-23 | Graf von der Schulenburg-Wolfsburg, Günzel, Dr. | Gleisaufbau für schienengebundene Fahrzeuge, insbesondere Eisenbahnen |
DE10343628B4 (de) * | 2003-09-20 | 2007-08-09 | Heitkamp Rail Gmbh | Vorrichtung zum Anheben und Ausrichten von Gleisrosten |
DE102005026819B4 (de) * | 2005-06-09 | 2010-09-09 | Rail.One Gmbh | Feste Fahrbahn für Schienenfahrzeuge |
ES2363849B1 (es) * | 2009-06-16 | 2012-06-19 | Fcc Contrucción, S.A. | Procedimiento de instalación de vía en placa en túneles bitubo. |
US8720157B1 (en) * | 2011-05-31 | 2014-05-13 | Astro Engineering & Manufacturing, Inc. | Rail gauge leveling tie |
US8480008B1 (en) * | 2011-11-15 | 2013-07-09 | Jim Arnold | Rail controller mounting apparatus |
DK2740842T3 (en) * | 2012-12-07 | 2018-01-08 | Sonneville Ag | Method of converting a ballast track to a fixed track |
CN109778596B (zh) * | 2018-08-16 | 2019-12-10 | 广州地铁设计研究院股份有限公司 | 带有辅助块的梯形预制板及其施工方法 |
CN109457549A (zh) * | 2018-12-17 | 2019-03-12 | 中铁第四勘察设计院集团有限公司 | 无砟轨道的钢管混凝土与轨枕块之间的框型连接加强结构 |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3736943C1 (de) * | 1987-10-31 | 1988-12-08 | Dyckerhoff & Widmann Ag | Eisenbahnoberbau,insbesondere fuer sehr hohe Fahrgeschwindigkeiten |
EP0379148A2 (fr) * | 1989-01-18 | 1990-07-25 | Heilit & Woerner Bau-AG | Procédé et dispositif pour la construction d'une superstructure de la voie sans ballast |
DE4309392A1 (de) * | 1993-03-23 | 1994-09-29 | Heilit & Woerner Bau Ag | Einrichtung zum Herstellen einer kontinuierlichen Bewehrung für eine Betonschicht |
Family Cites Families (9)
Publication number | Priority date | Publication date | Assignee | Title |
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US1350760A (en) * | 1919-08-08 | 1920-08-24 | Lydell L Wilson | Method for building reinforced railway-beds |
US2672295A (en) * | 1948-11-18 | 1954-03-16 | Standard Oil Dev Co | Structure and method of preparing same for railroad crossings |
DE2659161A1 (de) * | 1976-12-28 | 1978-07-06 | Zueblin Ag | Schotterloser eisenbahnoberbau |
AT377805B (de) * | 1983-04-01 | 1985-05-10 | Getzner Chemie Gmbh & Co | Daemmzwischenlage fuer die elastische lagerung der bettung von gleiskoerpern |
US4616395A (en) * | 1983-06-30 | 1986-10-14 | Perini Corporation | Railroad track fixation method and apparatus |
DE3710188A1 (de) * | 1987-03-27 | 1988-10-13 | Achim Wirth | Spannoberbau |
FR2691484B1 (fr) * | 1992-05-22 | 1994-07-29 | Vanotti Gerard | Procede de construction d'une voie ferree dans du beton. |
US5464152A (en) * | 1994-01-07 | 1995-11-07 | Pacific International Pipe Enterprises, Inc. | Method and apparatus for electrically isolating a rail in a precast concrete grade crossing |
US5503082A (en) * | 1994-08-29 | 1996-04-02 | Bosma Machine & Tool Corporation | Load-bearing rail and floor system having slotted rails embedded in concrete for the reception of machine mounts or railcar wheels |
-
1995
- 1995-03-08 DE DE19508107A patent/DE19508107C1/de not_active Expired - Fee Related
-
1996
- 1996-02-28 AT AT96102963T patent/ATE191526T1/de not_active IP Right Cessation
- 1996-02-28 DK DK96102963T patent/DK0731215T3/da active
- 1996-02-28 EP EP96102963A patent/EP0731215B1/fr not_active Expired - Lifetime
- 1996-02-28 ES ES96102963T patent/ES2144165T3/es not_active Expired - Lifetime
- 1996-03-04 US US08/610,684 patent/US5653388A/en not_active Expired - Fee Related
- 1996-03-07 TW TW085102792A patent/TW316937B/zh active
- 1996-03-08 KR KR1019960006103A patent/KR0179441B1/ko not_active IP Right Cessation
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3736943C1 (de) * | 1987-10-31 | 1988-12-08 | Dyckerhoff & Widmann Ag | Eisenbahnoberbau,insbesondere fuer sehr hohe Fahrgeschwindigkeiten |
EP0379148A2 (fr) * | 1989-01-18 | 1990-07-25 | Heilit & Woerner Bau-AG | Procédé et dispositif pour la construction d'une superstructure de la voie sans ballast |
DE4309392A1 (de) * | 1993-03-23 | 1994-09-29 | Heilit & Woerner Bau Ag | Einrichtung zum Herstellen einer kontinuierlichen Bewehrung für eine Betonschicht |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE19952803A1 (de) * | 1999-11-02 | 2001-06-07 | Heitkamp Deilmann Haniel Gmbh | Oberbau für schienengebundene Fahrzeuge des öffentlichen Nahverkehrs sowie Verfahren und Vorrichtung zu seiner Herstellung |
DE19952803C2 (de) * | 1999-11-02 | 2002-01-24 | Heitkamp Deilmann Haniel Gmbh | Oberbau für schienengebundene Fahrzeuge des öffentlichen Nahverkehrs sowie Verfahren und Vorrichtung zu seiner Herstellung |
DE10107116A1 (de) * | 2001-02-14 | 2002-10-24 | Schreck Mieves Gmbh | Ausrichteinrichtung und Verfahren zum Ausrichten und Einstellen der Soll-Einbaulage eines vormontierten Gleisrostes in ein schotterloses Oberbausystem in Trogbauweise |
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 |
Also Published As
Publication number | Publication date |
---|---|
DK0731215T3 (da) | 2000-09-11 |
ES2144165T3 (es) | 2000-06-01 |
DE19508107C1 (de) | 1996-11-14 |
ATE191526T1 (de) | 2000-04-15 |
TW316937B (fr) | 1997-10-01 |
KR0179441B1 (ko) | 1999-04-01 |
KR960034584A (ko) | 1996-10-24 |
EP0731215A3 (fr) | 1996-10-02 |
EP0731215B1 (fr) | 2000-04-05 |
US5653388A (en) | 1997-08-05 |
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