EP2666907A1 - Eisenbahnstrecke mit Schwellen auf einer durchgehenden Betonplatte und entsprechendes Herstellungsverfahren - Google Patents
Eisenbahnstrecke mit Schwellen auf einer durchgehenden Betonplatte und entsprechendes Herstellungsverfahren Download PDFInfo
- Publication number
- EP2666907A1 EP2666907A1 EP13305669.7A EP13305669A EP2666907A1 EP 2666907 A1 EP2666907 A1 EP 2666907A1 EP 13305669 A EP13305669 A EP 13305669A EP 2666907 A1 EP2666907 A1 EP 2666907A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- slab
- sleepers
- railway track
- resin
- 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
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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
-
- 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
- E01B1/008—Drainage of track
Definitions
- the present invention relates to a railroad track with sleepers on reinforced concrete slab or unreinforced continuous damping for movement of trains, high speed or other, and a method of manufacture. It has applications in the field of Railway Civil Engineering for the construction of railways, in particular for the circulation of high-speed trains.
- railway track laying on double track There are two main types of railway track laying on double track: the laying on supports, discontinuous, where the rail rests and is fixed by fasteners on supports at suitable intervals and the continuous laying where the rail rests and is fixed by fasteners on a support with support over its entire length.
- railway tracks are conventionally made by laying rails on sleepers on a rock ballast. If this type of implementation has a cost / benefit balance interesting, in some cases its limits can be a source of difficulties, especially for routes subject to significant constraints in terms of speed of movement of trains. In addition, in some areas, such as a tunnel or a particular piece of land, a zone with local constraints (or even local advantages), other ways of constructing the railways have been proposed and, in particular, the second one. type of pose.
- railways have been proposed on a continuous concrete support and in which, in the absence of sleepers, either the rail is fixed on the support or the rail is fixed on blocks which are themselves fixed on the support. by "flooding" in a grout of cement or concrete.
- the present invention provides a particular embodiment of a railroad track on concrete slab which implements conventional track laying elements that are the sleepers.
- the railway track obtained allows high traffic speeds of the trains while allowing to choose within certain limits the behavior of the track to these circulations, particularly in terms of stress on its various constituent elements and vibrations transmitted and / or generated, in particular by virtue of the possibility of damping vibrations and stresses. It is thus possible to control within certain limits the deflection of the track.
- the invention thus relates to a railroad track with sleepers on slab reinforced concrete or unreinforced continuous damping for movement of trains, including high-speed trains.
- high speed is to be understood as train traffic at speeds above 250 km / h and, for example, at 300 km / h or 350 km / h or more.
- damping means that means decreasing the emission and / or transmission of vibrations are implemented, mechanical and / or sound vibrations, in particular to reduce the noise passing high speed trains.
- the damping reduces the loads and stresses on the components of the railway track during these passages of trains.
- the bonding of the sleepers causes their sealing on the slab.
- the track is also usable for the circulation of trains at reduced speeds.
- the invention also relates to a method of manufacturing a railway track with sleepers on reinforced concrete slab or unreinforced continuous damped for high speed train traffic, such as to obtain the present railway, the cross-members are bonded to the bottom of the U-shaped slab made of reinforced or unreinforced concrete, called the auger slab, with two lateral wings forming the two rising branches of the U and, between the two wings, bottom on which the ties are glued, the slab having been placed on a prepared platform.
- the method also comprises all the technically possible steps of implementing the material means of the invention.
- the reinforced concrete slab or unreinforced continuous 5 On the sub-layer-bitumen, there is then the reinforced concrete slab or unreinforced continuous 5, said slab bucket, which has a U-shaped with two side wings 13 which extend along the slab and, between the two wings, a bottom 14 of slab 5.
- the concrete slab or unreinforced continuous concrete is made by sliding formwork and there are provided connectors to subsequently achieve expansion joints. For example, these expansion joints are made every 4.8 m, between two sleepers.
- a single flow channel 7 has been made on the bottom 14 of the slab 5 and is median. Means (not shown) for discharging water from the channel out of the slab are made at appropriate intervals, in particular through the wings of the slab for lateral evacuation / discharge.
- the bonding layer here in the form of a resin which has polymerized after its injection in sub -traverses, is represented under the reference 9.
- the polymerized resin is flexible / resilient and forms a lower damping stage.
- Filler 6 has been poured into the free spaces around the sleepers and essentially laterally between each lateral end of the cross member and the corresponding wing of the slab.
- a filling material has been poured into the chambers, between the sleepers, on the bottom of the slab, for example ballast.
- the two rails 2 are fixed to the cross members 4 by fasteners 3 of any suitable type, for example fasteners from the NABLA, PANDROL, VOSSLOH ... or other companies, and an elastomer sole or other material is placed under the runner of the rail to form an upper damping stage.
- fasteners 3 of any suitable type, for example fasteners from the NABLA, PANDROL, VOSSLOH ... or other companies, and an elastomer sole or other material is placed under the runner of the rail to form an upper damping stage.
- the bonding of the sleepers on the bottom of the slab is performed with a resin which remains substantially resilient after polymerization and thus benefits from a damping stage, said lower floor, between the sleepers and the slab so we can say that the track consists of rails fixed by ties on sleepers, is a floating way.
- the choice and modalities of use of the resin make it possible to modify the deflection of the pathway (displacement under load), by modifying the stiffness of the polymerized resin, and to obtain, depending on the location, the type of circulation or all other decisive criteria, the necessary deflection.
- the deflection can also be modified at the level of the upper stage which provides an additional advantage because of the possibility of changing the stiffness of the sole after the construction of the track and thus adapt to the type of convoy circulating.
- the filling of the empty spaces around the sleepers will be achieved by means of a filling product whose behavior will be of the grout type.
- the invention is applicable to any type of cross, monoblock or bi-blocks and any type of rail attachment to the cross is also usable.
- a clean damping stage may or may not be implemented between the rail and the cross member.
- such an upper damping stage is implemented in the form of a rubber sole under the runner of the rail.
- the rubber elements that are used may be based on recycled rubber.
- the channel comprises two damping stages.
- acoustic absorption elements are used between the sleepers in the longitudinal direction of the track in order to further improve the attenuation of the generation and transmission of noise. These elements are particular filling materials and / or devices reported between the crosspieces in the upper part.
- the U-shape of the slab 5 with its two lateral wings 13 which rise on each lateral side there are two parallel strips on each side of the track and which can be used as treads for construction site machines or maintenance of the railway track.
- these construction machines have low-pressure tires.
- At least one of the wings has an upwardly open chute which can be closed upwards by cover plates in order to benefit from a cable raceway for example while retaining a path. of rolling thanks to the cover plates covering the chute.
- slab 5 in reinforced concrete or unreinforced continuous was made on the platform and has a U-shaped with a flat bottom 14 flanked by two wings 13 side.
- a channel 7 of flow is made on the bottom 14 of the slab 5. It is understood that the channel is essentially useful if water infiltration can occur on the bottom of the slab, in particular because a typical filling material Ballast was spilled in the chambers between the sleepers. If a concrete is used in the chambers, the passage of water on the bottom of the slab is no longer possible and a channel on the bottom of the slab is not essential but in case we want to presence, we will implement a cache system to prevent the concrete does not pass in the channel as in the case of the resin injected sub-transom.
- the sleepers 4 were placed on the bottom of the slab and since it is planned to inject a resin under the crossmember to stick it on the bottom of the slab, a cover 8 was placed on the channel 7 so to prevent the injected fluid resin from flowing in said channel.
- the cover can remain permanently in place or, alternatively, be part of removable forms and be removed once the resin taken. In the case where several channels are present on the bottom of the slab, it will implement as many caches as necessary.
- the rails were fixed on the sleepers with the fasteners 3 and a resilient sole could be installed under the runner of the rail to form a possible upper damping stage. Note that in a variant, the sleepers and rails are laid in a single step, the rails having already been partially fixed on the sleepers by the fasteners before laying on the slab.
- a grout-type filler 6 was cast to fill the voids on the side of the ties.
- injections are made through the cross-member into orifices passing therethrough.
- at least one of these through holes serves as a vent so that the air under the crosspiece can escape.
- the crosspiece has no through hole they are made by drilling the cross.
- the formwork intended to contain under the struts the primer and the resin comprise channels for injecting these compounds and for venting.
- the underside of the sleepers may be specially structured to receive the resin and have recessed patterns to increase the contact area with the resin and / or to create snap-in recesses by dovetail-type patterns preventing tearing of the polymerized resin.
- frame can also be used as lost formwork for the injection of the resin.
- This frame is typically about 60 mm high and preferably has external reinforcements for casting a concrete slab in the chambers between the sleepers, in case the filling material chosen is a concrete.
- the lost formwork can be implemented even without pouring concrete into the chambers.
- the filling materials may be lean concretes, wood concretes, bituminous concretes, self-placing concretes, concretes laden with recycled rubber granules, ballast, resin ballast, gravels, natural bass, light polystyrene concrete or any other suitable material.
- no filling is performed in the chambers, between the sleepers.
- an additional damping stage can be implemented between the slab and the floor and it then benefits from two (combined with the lower damping stage) or three (combined with the upper and lower floors of the floor). 'damping' damping stages.
- optical fiber (s) and / or sensors are incorporated in the slab so as to be able to measure the stresses and vibrations experienced by the track.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Railway Tracks (AREA)
- Machines For Laying And Maintaining Railways (AREA)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PL13305669T PL2666907T3 (pl) | 2012-05-23 | 2013-05-23 | Tor kolejowy z podkładami na płycie z betonu ciągłego i sposób wykonania |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR1254731A FR2990964B1 (fr) | 2012-05-23 | 2012-05-23 | Voie de chemin de fer avec traverses sur dalle en beton arme ou non arme continu a amortissement pour circulation de trains et procede de fabrication |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2666907A1 true EP2666907A1 (de) | 2013-11-27 |
EP2666907B1 EP2666907B1 (de) | 2017-11-29 |
Family
ID=48570035
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP13305669.7A Active EP2666907B1 (de) | 2012-05-23 | 2013-05-23 | Eisenbahnstrecke mit Schwellen auf einer durchgehenden Betonplatte und entsprechendes Herstellungsverfahren |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP2666907B1 (de) |
FR (1) | FR2990964B1 (de) |
PL (1) | PL2666907T3 (de) |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103790078A (zh) * | 2014-01-27 | 2014-05-14 | 中南大学 | 一种变厚框架式无砟轨道板 |
CN104195890A (zh) * | 2014-08-13 | 2014-12-10 | 刘义安 | 一种铁路固化封闭道床及固化封闭的方法 |
CN105839476A (zh) * | 2016-05-24 | 2016-08-10 | 固远晨通科技发展有限公司 | 一种防止铁路路基翻浆冒泥的结构及其铺设方法 |
EP3067464A1 (de) * | 2015-03-13 | 2016-09-14 | Colas Rail | Schienenbahn auf längsträgern, und entsprechendes erstellungsverfahren |
CN108842521A (zh) * | 2018-05-21 | 2018-11-20 | 西南交通大学 | 无砟轨道与基床表层的接触层结构及其铺设方法 |
CN108894062A (zh) * | 2018-05-11 | 2018-11-27 | 中国铁道科学研究院集团有限公司铁道建筑研究所 | 一种沥青混凝土无砟轨道结构 |
CN108923344A (zh) * | 2018-06-22 | 2018-11-30 | 中铁第四勘察设计院集团有限公司 | 一种基于储能式有轨电车工程的综合管线布置结构 |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3809466A1 (de) | 1988-02-29 | 1989-09-07 | Kunz Alfred & Co | Oberbau fuer schienenbahnen |
EP0555616A2 (de) * | 1991-10-23 | 1993-08-18 | Consorzio Sistemi Di Armamento | Stützender Rahmen für Eisenbahn mit bewehrten vorgefertigten Betonelementen und eine vorgefertigte bewehrte Betonplatform |
EP0663470A1 (de) | 1994-01-18 | 1995-07-19 | Bauunternehmung E. Heitkamp GmbH | Oberbau für Eisenbahngleise |
DE19913173A1 (de) | 1999-03-24 | 2000-09-28 | Zueblin Ag | Verfahren zum Einbringen von Schwellen in Feste Fahrbahnen |
-
2012
- 2012-05-23 FR FR1254731A patent/FR2990964B1/fr active Active
-
2013
- 2013-05-23 PL PL13305669T patent/PL2666907T3/pl unknown
- 2013-05-23 EP EP13305669.7A patent/EP2666907B1/de active Active
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3809466A1 (de) | 1988-02-29 | 1989-09-07 | Kunz Alfred & Co | Oberbau fuer schienenbahnen |
EP0555616A2 (de) * | 1991-10-23 | 1993-08-18 | Consorzio Sistemi Di Armamento | Stützender Rahmen für Eisenbahn mit bewehrten vorgefertigten Betonelementen und eine vorgefertigte bewehrte Betonplatform |
EP0663470A1 (de) | 1994-01-18 | 1995-07-19 | Bauunternehmung E. Heitkamp GmbH | Oberbau für Eisenbahngleise |
DE19913173A1 (de) | 1999-03-24 | 2000-09-28 | Zueblin Ag | Verfahren zum Einbringen von Schwellen in Feste Fahrbahnen |
Cited By (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103790078A (zh) * | 2014-01-27 | 2014-05-14 | 中南大学 | 一种变厚框架式无砟轨道板 |
CN103790078B (zh) * | 2014-01-27 | 2016-01-06 | 中南大学 | 一种变厚框架式无砟轨道板 |
CN104195890A (zh) * | 2014-08-13 | 2014-12-10 | 刘义安 | 一种铁路固化封闭道床及固化封闭的方法 |
CN104195890B (zh) * | 2014-08-13 | 2015-12-09 | 刘义安 | 一种铁路固化封闭道床及固化封闭的方法 |
EP3067464A1 (de) * | 2015-03-13 | 2016-09-14 | Colas Rail | Schienenbahn auf längsträgern, und entsprechendes erstellungsverfahren |
FR3033578A1 (fr) * | 2015-03-13 | 2016-09-16 | Colas Rail | Voie ferree sur longrines longitudinales, procede de realisation |
CN105839476A (zh) * | 2016-05-24 | 2016-08-10 | 固远晨通科技发展有限公司 | 一种防止铁路路基翻浆冒泥的结构及其铺设方法 |
CN108894062A (zh) * | 2018-05-11 | 2018-11-27 | 中国铁道科学研究院集团有限公司铁道建筑研究所 | 一种沥青混凝土无砟轨道结构 |
CN108842521A (zh) * | 2018-05-21 | 2018-11-20 | 西南交通大学 | 无砟轨道与基床表层的接触层结构及其铺设方法 |
CN108923344A (zh) * | 2018-06-22 | 2018-11-30 | 中铁第四勘察设计院集团有限公司 | 一种基于储能式有轨电车工程的综合管线布置结构 |
CN108923344B (zh) * | 2018-06-22 | 2023-06-20 | 中铁第四勘察设计院集团有限公司 | 一种基于储能式有轨电车工程的综合管线布置结构 |
Also Published As
Publication number | Publication date |
---|---|
FR2990964A1 (fr) | 2013-11-29 |
EP2666907B1 (de) | 2017-11-29 |
FR2990964B1 (fr) | 2015-02-06 |
PL2666907T3 (pl) | 2018-04-30 |
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