(19)
(11) EP 1 400 628 B1

(12) EUROPEAN PATENT SPECIFICATION

(45) Mention of the grant of the patent:
29.08.2007 Bulletin 2007/35

(21) Application number: 03255647.4

(22) Date of filing: 10.09.2003
(51) International Patent Classification (IPC): 
E01B 9/62(2006.01)
E01B 21/00(2006.01)

(54)

Embedded rail

Eingebettete Schiene

Rail à gorge


(84) Designated Contracting States:
AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IT LI LU MC NL PT RO SE SI SK TR

(30) Priority: 10.09.2002 GB 0220918

(43) Date of publication of application:
24.03.2004 Bulletin 2004/13

(73) Proprietor: Wolfendale, Robin
Darwen, Lancashire BB3 1QZ (GB)

(72) Inventor:
  • Wolfendale, Robin
    Darwen, Lancashire BB3 1QZ (GB)

(74) Representative: Wilson Gunn 
5th Floor Blackfriars House The Parsonage
Manchester M3 2JA
Manchester M3 2JA (GB)


(56) References cited: : 
US-A- 5 464 152
US-B1- 6 270 017
   
  • PATENT ABSTRACTS OF JAPAN vol. 017, no. 656 (M-1521), 6 December 1993 (1993-12-06) -& JP 05 214701 A (DAI ICHI HIGH FREQUENCY CO LTD), 24 August 1993 (1993-08-24)
  • PATENT ABSTRACTS OF JAPAN vol. 1997, no. 11, 28 November 1997 (1997-11-28) & JP 09 173923 A (MITSUBISHI HEAVY IND LTD;SOKO SEIREN KK), 8 July 1997 (1997-07-08)
  • PATENT ABSTRACTS OF JAPAN vol. 1999, no. 09, 30 July 1999 (1999-07-30) & JP 11 100801 A (NIPPON STEEL CORP;KYUSHU RAILWAY CO), 13 April 1999 (1999-04-13)
  • PATENT ABSTRACTS OF JAPAN vol. 1998, no. 02, 30 January 1998 (1998-01-30) & JP 09 268503 A (NIPPON STEEL CORP), 14 October 1997 (1997-10-14)
   
Note: Within nine months from the publication of the mention of the grant of the European patent, any person may give notice to the European Patent Office of opposition to the European patent granted. Notice of opposition shall be filed in a written reasoned statement. It shall not be deemed to have been filed until the opposition fee has been paid. (Art. 99(1) European Patent Convention).


Description


[0001] This invention relates to improvements in embedded rail constructions for use in the construction of railway and tram tracks.

[0002] Embedded rail systems generally comprise cast support slabs having pairs of parallel troughs formed therein, in which the rails are seated in a manner which leaves the running surface of the rail exposed but which allows the rails to be assembled by location in the troughs without need for adjustment of alignment or the use of separate clips to retain the rails on supports such as sleepers. Such embedded rail systems are particularly suitable for use in street installations of tramlines, and level crossings in other railways, as the rail can be completely recessed to leave only the running surfaces exposed.

[0003] In the prior art, there have been two mutually exclusive approaches to the protection of rails in such systems, in the first approach to combat noise and vibration and provide for some resilience of support to the rail, there have been many proposals to partially or completely sheath the rails with sheaths or "boots" of resilient material. For example, US 5,464,152 discloses a precast grade crossing where the rails are embedded in a concrete raft and encased in a rubber boot or sheath which conforms to the cross-section of the rail and encases the base, central web, the underside of the head of the rail, and the outer side face of the head of the rail, leaving only the top running surface and the inner side face of the rail exposed, for contact with the tyres and flanges of the wheels of rail vehicles respectively. The boot or sheath is of elastomeric material, and is fitted about the rail. The boot provides vibration and noise damping, and electrical insulation of rails which serve as a return electric conductor for power systems, or as part of track signalling circuits.

[0004] Alternatively, a shell may be cast into a continuous reinforced concrete slab to allow an elastomeric layer of controlled dimensions to be placed between the rail and the shell to provide resilient support to a rail, for example from WO 03/018912 (Hyperlast Limited), and also from WO 99/63160 (Penny) which is also disclosed in connection with standard rail sections.

[0005] The rail is capable of being removed for replacement for example in the event of cracking of the rail or excessive wear.

[0006] The factory pre-coated embedded rail system described above has the disadvantage that to ensure the integrity of the coating, the rails must be coated under factory conditions away from the track construction site using bespoke moulds with which it is difficult to ensure close tolerances in the thickness of the coating material.

[0007] The alternative approach is exemplified by for example JP-A-5214701 wherein a rail is coated over most of the rail including its base with a resin coating, leaving the head and running surface of the rail uncoated. The edges of the coating are sprayed with a metal containing sealant. Also in JP-A-9173923 a rail is prepared for coating by blast cleaning and then spray coated. An object of the invention is to provide a method and construction of sheathing for embedded rail which will enable a resilient sheath to be affixed to the rail at or near the track location so that the rail can be assembled with the minimum handling during preparation and installation.

[0008] According to the invention a method of preparing a rail for assembly as an embedded rail system is characterised in that the rail is both coated on at least part of the metal surface of the rail with a coating layer of an electrically insulating and corrosion resistant material, and at least the coated surface part of the rail is covered with a pad sheath or boot of elastomeric material.

[0009] The rail is advantageously prepared before coating by abrading the surface of the rail to ensure evenness and remove any rust which may have begun to form, and primed if necessary.

[0010] The coating layer may be allowed to cure over a suitable period, and after sufficient cure time has been allowed, a factory moulded elastomer pad, sheath or boot is fitted around the rail and may be fixed in place with a low-tack adhesive or other material with similar effect.

[0011] The invention also provides a rail assembly comprising one or more rails characterised in that said rail or rails is both coated on at least part of the metal surface thereof with a coating layer of an electrically insulating and corrosion resistant material, and at least the said coated surface of the rail is also covered with pad sheath or boot of elastomeric material. This may be fixed in place with elastomer pad which may be fixed in place with a low-tack adhesive or other material with a similar effect.

[0012] The electrically insulating and corrosion resistant material may comprise a polyurethane or epoxide film which is brush coated or spray coated onto the abraded surfaces of the rail. The elastomer pad may comprise a body of a suitable elastomeric material which may be expanded or unexpanded, and may comprise a suitable polyurethane material.

[0013] All surfaces of the rail except the running surfaces (the upper side and the upper part of one side face of the rail) are preferably coated with the electrically insulating and corrosion resistant material and covered by the elastomer pad, which may be provided in the form of a sheath or boot which can be put onto the rail due to its elasticity and flexibility.

[0014] The method may be applied to all rail sections, including flat bottomed main line and tram rails, double-headed reversible rails, older style "bull-headed" rails and more recently developed generally rectangular cross-sectional rails.

[0015] Embodiments of rail systems according to the invention will now be described by way of example with reference to the accompanying drawings, wherein:-

Fig. 1 is a cross-sectional view of an embedded rail system of the invention as applied to a flat bottomed tram line or street rail system;

Fig. 2 is a similar view of an embedded rail system of the invention as applied to a flat-bottomed main line rail;

Fig. 3 is a similar view of an embedded rail system of the invention as applied to a first form of generally rectangular rail; and

Fig. 4 is a similar view of an embedded rail system of the invention as applied to a second form of generally rectangular rail.



[0016] Fig. 1 shows in cross-section a part of an embedded rail system which includes a concrete base slab, or beam 10 having a channel 11 therein to receive a rail. If the concrete base is a slab, a second channel 11 is provided parallel to that shown at a spacing equal to the gauge of the tramway.

[0017] The channel 11 contains a steel tram rail 1 having a flat bottomed base 12, a shank 13, and a head 14 divided by a groove 15 into a running surface 16 and a guard lip 17. The rail 1 is set in the concrete base in such a way that only the running surface 16, groove 15 and lip 17 are exposed.

[0018] The remaining parts of the rail are embedded within the concrete base and are covered firstly with a coating 3 of a layer of electrically insulating and corrosion resistant material. This is achieved by abrading the surfaces of the rail to remove any rust or other corrosion which may have begun to affect the surface, and then applying a coating to form a film which is sufficiently thick to be continuous and coherent, without pores or pinholes which could allow the formation of corrosion to begin, but still relatively thin, preferably less than 1 mm. Application may be by brush or spray gun, or less preferably by dip-coating. The coating material preferably is an epoxy or polyurethane resin but other materials with the required properties may be used.

[0019] The coating step may be carried out at a factory or depot before transporting to the site of use, or may be carried out at or close to the site of use.

[0020] After coating, the rail is, at or close to the site of use, inserted into a sheath or boot 2 of elastomeric material such as a polyurethane material, with the flexibility of the elastomer sheath enabling the awkwardly sectioned rail to be inserted. After insertion into the sheath, the sheathed rail is located in channel 11, and concrete poured about the sheathed rail to embed the rail 1 in the concrete slab or beam.

[0021] Figure 2 shows a variation where a main line rail 1 is used in place of a tram line or street rail. In this case the running surface and one side face of the head of the rail is left exposed by the sheath 2, and is not contained within the concrete slab or beam 10. the rail 1 is coated and sheathed in the same way as the tram rail of Fig. 1 however.

[0022] Figs. 3 and 4 differ by showing two versions of a rectangular sectional rail 4, seated in a concrete base or beam 20. Each rail is coated as before with a polyurethane or epoxy resin or other suitable material layer coating 6 applied to all but the exposed head of the rail 4, and the coated rail 4 is received in an e.g. polyurethane sheath or boot 5 which is contoured with ribs 7 to key with the concrete to resist dislodgement. The rail 4 of Fig. 3 differs from that of Fig. 4 in that a recess 8 is provided towards the bottom on each side of the rail, whilst in Fig. 4 this recess 9 extends over all of the flanks of the rail except for the head and foot regions, giving the rail a very shallowly "waisted" configuration.

[0023] As with Figs. 1 and 2 the rails are coated with a coating 6 before employment, and are inserted into the sheaths 5 at or near the site of use, then cast in situ into the concrete base or beam 20.

[0024] The initial polyurethane or epoxy or other suitable film coating provides reliable corrosion protection and electrical insulation to the rail. Thin coatings can provide good protection to steel so long as their integrity as a barrier is maintained. Where coatings are subject to local damage the use of such coatings can lead to accelerated degradation particularly where there are impressed electrical currents flowing through the steel as is often the case with rail tracks.

[0025] The outer elastomer pad or sheath mitigates this effect once assembled and provides protection for the inner coating during handling and installation of the rail, as well as serving as a resilient foundation for the rail.

[0026] In the case of Fig. 1 and 2 rails, the rail 1 cannot be removed from the sheath 2, but the rails shown in Figs. 3 and 4 can be removed if required. The sheath 5 here needs to be held sufficiently firmly to the rail during handling and installation to avoid damage, and an adhesive may be used for this purpose.


Claims

1. A method of preparing a rail for assembly in an embedded rail system characterised in that the rail (1) is both coated on at least part of the metal surface of the rail with a coating layer (3) of an electrically insulating and corrosion resistant material and at least the coated surface part of the rail is covered with a pad, sheath or boot (2) of elastomeric material.
 
2. A method according to Claim 1, wherein the surface to be coated is first prepared by abrading the surface of the rail.
 
3. A method according to Claim 1 or 2, wherein the pad, sheath or boot (2) is fixed in place with a low-tack adhesive.
 
4. A method of assembling an embedded rail system wherein one or more rails (1) which have been prepared by a method in accordance with any one of Claims 1 to 3, are embedded in a concrete base or beam (10), cast about the prepared rail.
 
5. A method according to Claim 4, wherein the prepared rail (1) is inserted into a channel (11) in the base or beam, and concrete poured about the sheathed rail to embed the rail in the base or beam.
 
6. A rail assembly comprising one or more rails (1) characterised in that said rail or rails (1) is both coated on at least part of the metal surface thereof with a coating layer (3) of an electrically insulating and corrosion resistant material, and at least the coated surface of the rail is also covered with a pad, sheath or boot (2) of elastomeric material.
 
7. A rail assembly according to Claim 6, characterised in that it further comprises a concrete base, or a beam (10) for each rail (1), having a channel (11) for each rail into which the prepared rail has been inserted and then embedded by concrete which has been poured about the rail in the channel.
 
8. A rail assembly according to Claim 6 or 7, wherein the coating layer (3) comprises a polyurethane or epoxide material.
 
9. A rail assembly according to Claim 7 or 8, wherein the elastomeric material or the pad sheath or boot (2) is a polyurethane.
 


Ansprüche

1. Verfahren zum Präparieren einer Schiene zur Anbringung in einem eingebetteten Schienensystem,
dadurch gekennzeichnet, dass die Schiene (1) auf zumindest einem Teil der Metalloberfläche der Schiene mit einer Überzugsschicht (3) aus einem elektrisch isolierenden und korrosionsbeständigen Material versehen ist, und dass zumindest der beschichtete Teil der Schienenoberfläche mit einer Auflage, einer Ummantelung oder einer Schutzhülle (2) aus einem elastomeren Material bedeckt ist.
 
2. Verfahren nach Anspruch 1,
bei dem die zu beschichtende Oberfläche zunächst durch Abschleifen der Oberfläche der Schiene präpariert wird.
 
3. Verfahren nach Anspruch 1 oder 2,
bei dem die Auflage, die Ummantelung oder die Schutzhülle (2) mit einem schwach klebenden Klebemittel in ihrer position festgelegt wird.
 
4. Verfahren zur Anbringung eines eingebetteten Schienensystems,
bei dem eine oder mehrere Schienen (1), die durch ein Verfahren nach einem der Ansprüche 1 bis 3 präpariert wurden, in eine um die präparierte Schiene gegossene Basis oder einen Träger (10) aus Beton eingebettet werden.
 
5. Verfahren nach Anspruch 4,
bei dem die präparierte Schiene (1) in einen Kanal (11) in der Basis oder dem Träger eingesetzt wird und Beton um die ummantelte Schiene herum eingefüllt wird, um die Schiene in die Basis oder den Träger einzubetten.
 
6. Schienenanordnung mit einer oder mehreren Schienen (1),
dadurch gekennzeichnet, dass die Schiene oder Schienen (1) auf zumindest einem Teil ihrer Metalloberfläche mit einer Überzugsschicht (3) aus einem elektrisch isolierenden und korrosionsbeständigen Material versehen ist, und dass zumindest die beschichtete Oberfläche der Schiene auch mit einer Auflage, einer Ummantelung oder einer Schutzhülle (2) aus einem elastomeren Material bedeckt ist.
 
7. Schienenanordnung nach Anspruch 6,
dadurch gekennzeichnet, dass diese ferner für jede Schiene (1) eine Basis oder einen Träger (10) aus Beton mit einem Kanal (11) für jede Schiene umfasst, in den die präparierte Schiene eingesetzt und sodann durch Beton eingebettet wurde, der um die Schiene in dem Kanal herum eingefüllt wurde.
 
8. Schienenanordnung nach Anspruch 6 oder 7,
bei der die Überzugsschicht (3) ein Polyurethan- oder Epoxid-Material umfasst.
 
9. Schienenanordnung nach Anspruch 7 oder 8,
bei der das elastomere Material oder die Auflage, die Ummantelung oder die Schutzhülle (2) ein Polyurethan ist.
 


Revendications

1. Procédé de préparation d'un rail pour montage dans un système de rail encastré, caractérisé en ce que le rail (1) est revêtu, sur au moins une partie de la surface métallique du rail, d'une couche (3) de revêtement d'un matériau électriquement isolant et résistant à la corrosion, et au moins la partie enduite de la surface du rail est recouverte d'un coussin, d'une gaine ou d'une botte (2) en matériau élastomère.
 
2. Procédé selon la revendication 1, dans lequel la surface à enduire est, tout d'abord, préparée par abrsion de la surface du rail.
 
3. Procédé selon la revendication 1 ou 2, dans lequel le coussin, la gaine ou la botte (2) est fixé(e) en position au moyen d'un adhésif de faible adhésivité.
 
4. Procédé d'assemblage d'un système de rail encastré, dans lequel un ou plusieurs rails (1), qui ont été préparés par un procédé selon l'une quelconque des revendications 1 à 3, sont encastrés dans une dalle ou une poutre en béton (10) coulée autour du rail préparé.
 
5. Procédé selon la revendication 4, dans lequel le rail préparé (1) est inséré dans une gorge (11) ménagée dans la dalle ou la poutre, et le béton est coulé autour du rail recouvert d'une gaine pour encastrer le rail dans la dalle ou la poutre.
 
6. Un ensemble de rail comprenant un ou plusieurs rails (1), caractérisé en ce que ledit rail ou lesdits rails (1) est (sont) enduit(s), sur au moins une partie de la surface métallique de celui-ci (ceux-ci), d'une couche (3) d'un matériau électriquement isolant et résistant à la corrosion, et au moins la partie enduite de la surface du (des) rail(s) est également recouverte d'un coussin, d'une gaine ou botte (2) en matériau élastomère.
 
7. Un ensemble de rail selon la revendication 6, caractérisé en ce qu'il comprend, en outre, une dalle en béton, ou une poutre (10) pour chaque rail (1), comportant une gorge (11) pour chaque rail, dans laquelle le rail préparé a été inséré, puis noyé dans du béton coulé autour du rail dans la gorge.
 
8. Un ensemble de rail selon la revendication 6 ou 7, dans lequel la couche d'enduction (3) comprend un matériau en polyuréthane ou époxyde.
 
9. Un ensemble de rail selon la revendication 7 ou 8, dans lequel le matériau élastomère ou le coussin, la gaine ou la botte (2) est un polyuréthane.
 




Drawing











Cited references

REFERENCES CITED IN THE DESCRIPTION



This list of references cited by the applicant is for the reader's convenience only. It does not form part of the European patent document. Even though great care has been taken in compiling the references, errors or omissions cannot be excluded and the EPO disclaims all liability in this regard.

Patent documents cited in the description