EP0905319A2 - Voie ferrée et sa méthode de réalisation - Google Patents

Voie ferrée et sa méthode de réalisation Download PDF

Info

Publication number: EP0905319A2
Authority: EP; European Patent Office
Prior art keywords: track; sleepers; base layer; hgt; grate
Prior art date: 1997-09-18
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

EP98117704A

Other languages

German (de)

English (en)

Other versions

EP0905319B1 (fr

EP0905319A3 (fr

Inventor

Erfindernennung liegt noch nicht vor Die

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.)

Rail One GmbH

Original Assignee

Wayss and Freytag AG

Pfleiderer Infrastrukturtechnick GmbH and Co KG

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.)

1997-09-18

Filing date

1998-09-18

Publication date

1999-03-31

1997-09-18 Priority claimed from DE1997141059 external-priority patent/DE19741059C1/de

1997-12-04 Priority claimed from DE1997153747 external-priority patent/DE19753747C2/de

1998-08-21 Priority claimed from DE1998137950 external-priority patent/DE19837950C5/de

1998-09-18 Application filed by Wayss and Freytag AG, Pfleiderer Infrastrukturtechnick GmbH and Co KG filed Critical Wayss and Freytag AG

1999-03-31 Publication of EP0905319A2 publication Critical patent/EP0905319A2/fr

2001-09-26 Publication of EP0905319A3 publication Critical patent/EP0905319A3/fr

2006-04-26 Application granted granted Critical

2006-04-26 Publication of EP0905319B1 publication Critical patent/EP0905319B1/fr

2018-09-18 Anticipated expiration legal-status Critical

Status 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
- 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
- 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
- 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
- E01B1/007—Ballastless track, e.g. concrete slab trackway, or with asphalt layers with interlocking means to withstand horizontal forces
- 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
- E01B2204/13—Dowels for slabs, sleepers or rail-fixings

Definitions

the invention relates to a method for producing slab tracks for rail traffic, as in claims 1, 2 and 5, and slab tracks Implementation of these methods as described in claims 11 and 12.
the system is among the numerous solid track structures Rheda "from 1972 with the support structure made exclusively in concrete is the best-known and most tried-and-tested.
a reinforced concrete trough is concreted in a modern version on a hydraulically bound base layer (HGT), within which a track grate is laid and brought into its desired position using adjusting screws
HCT hydraulically bound base layer
a variant of the Rheda system is known, in which longitudinal ribs are produced to the exact height in the trough under the sleepers, on which the track grating is placed without vertical spindle.
the track aligned in the target position is poured in with in-situ concrete to such an extent that the lower threshold part and through reinforcement bars laid in openings in the longitudinal direction of the track are incorporated in concrete.
the trough serves as formwork for the in-situ concrete, which determines the height of the trough walls.
the Rheda design is very complex.
the trough is a high cost factor.
the alignment of the track with adjusting screws is inherently cost-intensive and costly and prevented at the same time the use of continuously working track laying equipment. Threading the Longitudinal iron through the sleepers is not only difficult, but the full shedding of the holes across the thresholds under construction site conditions is also not guaranteed.
DE 44 30 769 describes a slab track construction related to the RHEDA system is known in the case of a base layer 8 - for example a hydraulically bound layer of gravel (HGT) - a trough plate 7 made of reinforced concrete is concreted on as a substructure. On the trough plate 7 the track grate 1 with concrete support body 5 made of concrete at a precise height Rail support base 10 laid. The base 10 are then under and with flow concrete cast around.
HCT hydraulically bound layer of gravel
This construction - like the first construction mentioned - is very complex because it at least two concreting processes to be carried out independently of one another and one after the other requires: concreting the trough plate 7 and the production of the two Composite panel strips 6. In addition, it seems doubtful whether the in this construction provided narrow flow concrete strips are sufficient, the forces from traffic loads safely to be transferred from the grate into the trough plate 7.
the HGT base layer is a lean concrete layer of low strength, which - as well from DE 44 30 769 results - anyway in track construction as a substructure for a slab track is needed. It forms the worktop for the construction of the actual reinforced concrete structure the slab track. It only has to be so firm that the supply traffic of the construction site is on it can be handled by conventional construction site vehicles. Heavy laying vehicles can usually already run on the rails they have laid in front of their heads and load the HGT layer only indirectly, distributed over the multitude of column feet of the Track rust.
the HGT layer corresponds analogously to that also used as the substructure Base layers made of asphalt, gravel, gravel, mineral concrete or solidified soil.
the production of the elaborate trough before the track construction can be omitted.
the in-situ concrete on the HGT serves as the supporting plate for the slab track integrates.
the required side formwork can save costs on the threaded heads of the Tension wires in the sleeper or special anchor sleeves on the end faces of the sleeper being held.
the support feet can be installed in the sleepers so precisely calibrated that at least halve the manufacturing tolerances of the sleepers.
HGT leveling layers installed to avoid voltage peaks.
the brackets, anchor bars and already provided on the sleepers during the production of sleepers Support feet save assembly work on the construction site.
the longitudinal reinforcement in the In-situ concrete support plate can be used for yoke assemblies before the inclusion of a track grate section Track laying equipment can already be pre-assembled to save time when installing the track.
the invention provides various options for the height adjustment of the tracks. After Claim 11 are very accurate with ⁇ 2 mm adjustable strips on the base layer used on which the support feet of the sleepers of the track grate, with a height tolerance of ⁇ 1 mm can be produced.
the height adjustment is effected by lifters, which are under the rails are placed between the sleepers on the base layer.
a base layer 1 For example, a hydraulically bound base layer HGT can be a track grate 2 Thresholds 3 and rails 5 mounted thereon with rail fastenings 4.
the Thresholds are already provided with brackets 6 in the manufacture, in which the Anchor iron 7 are already pre-assembled before moving the grate.
Track grille 2 opens Support feet 8 are placed horizontally on the base layer 1 in the planned position and then on brought according to plan.
the height adjustment is carried out by adjusting strips 9, which are accurate to ⁇ 2 mm the support layer 1 are applied and on which the support feet 8, with ⁇ 1 mm accuracy are already glued to the sole surface of the sleepers 3 during the manufacture of the sleepers, sit on.
the longitudinal reinforcement 13 can be installed after alignment of the grate or pre-assembled in the grate.
the formwork 11 for the in-situ concrete 14 over the HGT 1 is - expediently in large elements, which can largely be implemented mechanically -, built on the surface of the HGT and in corresponding devices installed in the end faces of the sleepers 3, anchored.
the thresholds manufactured using the late shuttering process Threaded body 12 of the tendons 10 serve.
sleepers manufactured with immediate demoulding threaded sleeves are expediently installed in the end faces of the sleepers.
lifters 16 are displaced under the rails and the rails with the Track grid spindled to the planned height and thus temporarily fixed in its target position. That too Moving the jacks and spindling at height could be done mechanically.
the joints 14 between the top of the Base layer 1 and the lower edge of the preassembled support feet 8 switch and with pour quick-setting mortar.
the track is finally in its position is fixed and the jacks can be rewound, removed and reused become.
the installation of the reinforcement 13 is completed and the side formwork 11 is finally the load-bearing concrete 14 in the formwork 13 in situ Concrete slab, which then forms the slab track with the track grate.
the sleepers 3 are pre-assembled in or next to the support feet 8 Spindles 18 on.
the support feet 8 are optimally suitable for the stress on the threshold arranged in the rail axes.
the thresholds can then be the most economical be dimensioned.
the support feet 8 can have a load-distributing intermediate layer 15 on their underside have compliant material to the high vertical forces that when driving over the Track grate laying device - immediately after the grate with the support feet directly on the Surface of the base layer 1 is attached - arise, harmless to the support feet in the Distribute and initiate base layer.
this section is raised to the desired height with the aid of the spindles 18 and the thereby joint 17 formed between the lower edge of the support foot and the upper edge of the base course fast-curing high-strength mortar closed.
the track grate 2 is vertical and fixed horizontally in this position.
the spindle 18 is pre-assembled in the threshold 3. Is the support foot 8 next to the rail axis arranged, the spindle screw 19 can be guided through it in a recess 21.
the Screw 19 of the spindle 18 is appropriately tapered at its lower end 32 to greater resistance to lateral displacement on the surface of the support layer 1 to create.
the horizontal displacement of the not yet cast on the Base layer 1 aligned track grid 2 with glued on blocks 22 can be prevented.
the Blocks 22 are suitably prefabricated from concrete. 12 in front of a in the threshold axis Surface of the support leg 8 arranged, they form abutments against lateral movements of the Track grate 2, analogous to the track axis arranged according to FIG. 13, against movements in Track axis. Lateral movements of the track grate 2 should also be the device 23 according to claim 20 and Fig. 14 prevent.
the device 23 is with an oar 24 in one Hole 25 firmly anchored in the base layer 1. At a suitable height above the The surface of the base layer has a horizontal bore 26.
Threaded can this hole already serve as a guide for a screw 27, which, against a Outer surface 29 of the track grate 2 - e.g. on the front of the threshold 3 - pressed, one Can prevent lateral movement of the track grate.
the screw 27 can also in one Be threaded element 28 which is held with the bore 30 in the oarlock 31.
the oarlock 31 should then expediently have a correspondingly larger cross section. He can also be a square profile.

Landscapes

Engineering & Computer Science (AREA)
Architecture (AREA)
Civil Engineering (AREA)
Structural Engineering (AREA)
Machines For Laying And Maintaining Railways (AREA)
Railway Tracks (AREA)
Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Traffic Control Systems (AREA)
Basic Packing Technique (AREA)
Intermediate Stations On Conveyors (AREA)

EP98117704A 1997-09-18 1998-09-18 Voie ferrée et sa méthode de réalisation Expired - Lifetime EP0905319B1 (fr)

Applications Claiming Priority (6)

Application Number	Priority Date	Filing Date	Title
DE19741059		1997-09-18
DE1997141059 DE19741059C1 (de)	1997-09-18	1997-09-18	Verfahren zur Herstellung einer Festen Fahrbahn für schienengebundenen Verkehr, sowie eine Feste Fahrbahn zur Durchführung des Verfahrens
DE1997153747 DE19753747C2 (de)	1997-09-18	1997-12-04	Verfahren zur Herstellung einer festen Fahrbahn für schienengebundenen Verkehr
DE19753747		1997-12-04
DE19837950		1998-08-20
DE1998137950 DE19837950C5 (de)	1997-09-18	1998-08-21	Verfahren zur Herstellung einer Festen Fahrbahn für schienengebundenen Verkehr und Vorrichtung zur Durchführung des Verfahrens

Publications (3)

Publication Number	Publication Date
EP0905319A2 true EP0905319A2 (fr)	1999-03-31
EP0905319A3 EP0905319A3 (fr)	2001-09-26
EP0905319B1 EP0905319B1 (fr)	2006-04-26

Family

ID=27217750

Family Applications (1)

Application Number	Title	Priority Date	Filing Date
EP98117704A Expired - Lifetime EP0905319B1 (fr)	1997-09-18	1998-09-18	Voie ferrée et sa méthode de réalisation

Country Status (6)

Country	Link
EP (1)	EP0905319B1 (fr)
AT (1)	ATE324491T1 (fr)
DE (1)	DE59813508D1 (fr)
DK (1)	DK0905319T3 (fr)
ES (1)	ES2258804T3 (fr)
PT (1)	PT905319E (fr)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number	Priority date	Publication date	Assignee	Title
EP1048783A1 (fr) *	1999-04-29	2000-11-02	Bahnbau Wels GmbH	Voie ferrée et sa méthode de réalisation
EP1182294A3 (fr) *	2000-08-21	2003-06-04	GSG Knape Gleissanierung GmbH	Traverse de voie ferrée, voie ferrée, et méthode d'obtention d'une telle voie
DE102007025034A1 (de)	2007-05-29	2008-12-04	Bwg Gmbh & Co. Kg	Betonschwelle
CN102296498A (zh) *	2011-03-28	2011-12-28	成都普罗米新科技有限责任公司	轨排固定框
WO2012066163A1 (fr) *	2010-11-16	2012-05-24	Alejandro Oscar Alvarez-Stein Maso	Traverse provisoire récupérable
CN104499389A (zh) *	2014-12-29	2015-04-08	北京星河模板脚手架工程有限公司	可调式无碴轨道自密实混凝土灌注组合模板
EP4424912A1 (fr) *	2023-03-01	2024-09-04	Plasser & Theurer, Export von Bahnbaumaschinen, Gesellschaft m.b.H.	Dispositif et procédé de déplacement d'un composant d'infrastructure

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number	Priority date	Publication date	Assignee	Title
ES2803701B2 (es) *	2019-07-23	2022-02-02	Talleres Alegria S A	Aparato de via premontado

Citations (1)

* Cited by examiner, † Cited by third party
Publication number	Priority date	Publication date	Assignee	Title
DE4430769A1 (de)	1994-08-30	1996-03-14	Dyckerhoff & Widmann Ag	Eisenbahnoberbau mit einem auf einer durchgehenden Tragplatte aus Stahlbeton aufgelagerten Gleisrost

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number	Priority date	Publication date	Assignee	Title
AT397973B (de) *	1991-12-11	1994-08-25	Getzner Chemie Gmbh & Co	Gleiskörper
DE4442497C2 (de) *	1994-11-30	1997-04-17	Hochtief Ag Hoch Tiefbauten	Schotterloses Oberbausystem für zumindest ein Eisenbahngleis
DE19538712A1 (de) *	1995-10-18	1997-04-24	Dyckerhoff & Widmann Ag	Eisenbahnschwelle aus Spannbeton sowie unter Verwendung dieser Schwelle hergestellter Eisenbahnoberbau
DE29703508U1 (de) *	1997-02-27	1997-04-17	Wayss & Freytag AG, 60486 Frankfurt	Feste Fahrbahn, vornehmlich für den Weichenbereich
DE29706920U1 (de) *	1997-04-17	1997-06-19	Wayss & Freytag AG, 60486 Frankfurt	Begrünbare Feste Fahrbahn

1998
- 1998-09-18 ES ES98117704T patent/ES2258804T3/es not_active Expired - Lifetime
- 1998-09-18 EP EP98117704A patent/EP0905319B1/fr not_active Expired - Lifetime
- 1998-09-18 DK DK98117704T patent/DK0905319T3/da active
- 1998-09-18 PT PT98117704T patent/PT905319E/pt unknown
- 1998-09-18 DE DE59813508T patent/DE59813508D1/de not_active Expired - Lifetime
- 1998-09-18 AT AT98117704T patent/ATE324491T1/de active

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number	Priority date	Publication date	Assignee	Title
DE4430769A1 (de)	1994-08-30	1996-03-14	Dyckerhoff & Widmann Ag	Eisenbahnoberbau mit einem auf einer durchgehenden Tragplatte aus Stahlbeton aufgelagerten Gleisrost

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number	Priority date	Publication date	Assignee	Title
EP1048783A1 (fr) *	1999-04-29	2000-11-02	Bahnbau Wels GmbH	Voie ferrée et sa méthode de réalisation
EP1182294A3 (fr) *	2000-08-21	2003-06-04	GSG Knape Gleissanierung GmbH	Traverse de voie ferrée, voie ferrée, et méthode d'obtention d'une telle voie
DE102007025034A1 (de)	2007-05-29	2008-12-04	Bwg Gmbh & Co. Kg	Betonschwelle
CN101784726B (zh) *	2007-05-29	2013-06-19	沃斯特阿尔派因Bwg有限责任两合公司	混凝土轨枕
WO2012066163A1 (fr) *	2010-11-16	2012-05-24	Alejandro Oscar Alvarez-Stein Maso	Traverse provisoire récupérable
ES2387965A1 (es) *	2010-11-16	2012-10-04	Alejandro Óscar Álvarez-Stein Maso	Traviesa provisional recuperable.
CN102296498A (zh) *	2011-03-28	2011-12-28	成都普罗米新科技有限责任公司	轨排固定框
CN104499389A (zh) *	2014-12-29	2015-04-08	北京星河模板脚手架工程有限公司	可调式无碴轨道自密实混凝土灌注组合模板
CN104499389B (zh) *	2014-12-29	2016-01-27	北京星河模板脚手架工程有限公司	可调式无碴轨道自密实混凝土灌注组合模板
EP4424912A1 (fr) *	2023-03-01	2024-09-04	Plasser & Theurer, Export von Bahnbaumaschinen, Gesellschaft m.b.H.	Dispositif et procédé de déplacement d'un composant d'infrastructure

Also Published As

Publication number	Publication date
DK0905319T3 (da)	2006-08-28
EP0905319B1 (fr)	2006-04-26
ATE324491T1 (de)	2006-05-15
DE59813508D1 (de)	2006-06-01
PT905319E (pt)	2006-06-30
ES2258804T3 (es)	2006-09-01
EP0905319A3 (fr)	2001-09-26

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