EP0833008A1 - Pad underneath a sleeper for protection to ballast - Google Patents

Pad underneath a sleeper for protection to ballast Download PDF

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Publication number
EP0833008A1
EP0833008A1 EP97402274A EP97402274A EP0833008A1 EP 0833008 A1 EP0833008 A1 EP 0833008A1 EP 97402274 A EP97402274 A EP 97402274A EP 97402274 A EP97402274 A EP 97402274A EP 0833008 A1 EP0833008 A1 EP 0833008A1
Authority
EP
European Patent Office
Prior art keywords
plate
sole according
concrete
sole
conduits
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
EP97402274A
Other languages
German (de)
French (fr)
Other versions
EP0833008B1 (en
Inventor
Daniel Ollier
Joel Cailliau
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.)
POUR L'ETANCHEITE LES REVETEMENTS ET LES PROTECTIONS Ste
Allevard SA
Original Assignee
POUR L'ETANCHEITE LES REVETEMENTS ET LES PROTECTIONS Ste
Allevard SA
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 POUR L'ETANCHEITE LES REVETEMENTS ET LES PROTECTIONS Ste, Allevard SA filed Critical POUR L'ETANCHEITE LES REVETEMENTS ET LES PROTECTIONS Ste
Publication of EP0833008A1 publication Critical patent/EP0833008A1/en
Application granted granted Critical
Publication of EP0833008B1 publication Critical patent/EP0833008B1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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
    • E01B3/00—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails
    • E01B3/28—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from concrete or from natural or artificial stone
    • E01B3/42—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from concrete or from natural or artificial stone combined with inserts of wood or other material
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B3/00—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails
    • E01B3/46—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from different materials
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B3/00—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails
    • E01B3/28—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from concrete or from natural or artificial stone
    • 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
    • E01B2204/01—Elastic layers other than rail-pads, e.g. sleeper-shoes, bituconcrete
    • 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
    • E01B2204/10—Making longitudinal or transverse sleepers or slabs in situ or embedding them

Definitions

  • the present invention relates to a sole for cross member of railway and its use.
  • this coating can only be applied to concrete when the latter is perfectly dry, which implies a period waiting after demolding and therefore a first follow-up storage, after coating, a second storage.
  • this coating is very sensitive to peeling, in particular on the edges of the crosspiece.
  • the object of the present invention is to solve the problems previous techniques satisfactorily.
  • a sole for a concrete railway sleeper characterized in that it comprises, on the one hand, a support plate, the upper face of which is embedded in said concrete, is provided with means for hooking in the cross-member and means for exhausting the air included in said cross-member during concrete pouring and, on the other hand, an elastomeric coating integral with at least the underside of said plate.
  • said means attachment consist of protrusions made on the face upper of said plate.
  • said means included air exhaust consist of through ducts said plate.
  • the ends of said conduits are flared.
  • said conduits are produced inside the protuberances.
  • said protuberances consist of a central body substantially cylindrical topped by an enlarged profile head tapered.
  • the periphery of said coating elastomer is folded over and attached to the periphery of the upper side of the support plate.
  • the peripheral edge of the support plate is shaped like a spatula.
  • the sole of the invention is incorporated into the cross member during the manufacturing.
  • Another object of the invention lies in the use of the previous sole to make a railway track.
  • Concrete sleepers are generally made in position inverted in molds, i.e. with their underside oriented upwards, it is particularly easy to anchor the sole in the crosses as soon as the concrete pouring is completed.
  • the mechanical connection between the cross member and the sole is very resistant and is all the stronger as the air from the inclusions which is likely to be trapped between the sole and the crosspiece, is evacuated.
  • the combination between the hanging means and the means exhaust of the invention therefore provides contact uniform of the upper surface of the sole with the concrete of the crosspiece on all facing surfaces.
  • Figure 1 shows a railway cross T equipped of the sole S of the invention.
  • the cross member T is made of concrete B and is filled, on all or part of its length in the lower part, of the sole S which is flush with the face lower.
  • the sole S consists, on the one hand of a support plate 1, the upper face of which is embedded in the concrete of the cross member T, and, on the other hand, an elastomeric coating 2 secured to at least the face bottom 1b of plate 1.
  • the support plate 1 is provided with hooking means in the concrete of sleeper T and air exhaust means included in sleeper T when pouring concrete B.
  • the attachment means are here produced in the form of protrusions 11 produced on the upper face of the plate 1.
  • the protrusions 11 consist of a central body 11a substantially cylindrical surmounted by an enlarged profile head 11b substantially frustoconical so as to strengthen the anchoring.
  • the means air exhaust are made in the form of conduits or orifices 10 crossing plate 1.
  • the periphery of the covering 2 is folded and fixed to the periphery of the upper face 1a of the support plate 1, this which reduces the risk of peeling.
  • conduits 10 are arranged inside and preferably in the center of the protrusions 11.
  • the coating 2 can also line the walls conduits 10. To optimize the evacuation of air through conduits 10 their internal ends 10a and external 10b are flared.
  • peripheral edge 1c of the support plate 1 is in the shape of a spatula, which, while improving the anchoring of the sole, eliminates any risk of peeling of the coating 2.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Railway Tracks (AREA)
  • Road Paving Structures (AREA)
  • Moulds, Cores, Or Mandrels (AREA)
  • Golf Clubs (AREA)

Abstract

A concrete railway sleeper sole plate (1) has tubular projections (11) on its upper surface to engage with the concrete during casting and release any air container in it, and an elastomer covering layer on its underside. The projections are made with divergent upper edges for an improved grip with the concrete, while the elastomer covering layer is taken over the edges of the plate and fastened to its upper surface. It also forms a lining to the tubular projections.

Description

La présente invention concerne une semelle pour traverse de chemin de fer et son utilisation.The present invention relates to a sole for cross member of railway and its use.

Ces semelles forment des filtres vibratoires, destinés à atténuer l'intensité des efforts transmis au ballast par le rail et la traverse et qui sont susceptibles de l'endommager.These soles form vibratory filters, intended to attenuate the intensity of the forces transmitted to the ballast by the rail and the crosspiece and which are likely to damage it.

Il existe déjà des semelles constituées d'un revêtement de la face inférieure de la traverse en béton.There are already soles made of a coating of the face bottom of the concrete sleeper.

Cependant, ce revêtement ne peut être appliqué sur le béton que lorsque ce dernier est parfaitement sec, ce qui suppose une période d'attente après le démoulage et donc un premier stockage suivi, après revêtement, d'un second stockage.However, this coating can only be applied to concrete when the latter is perfectly dry, which implies a period waiting after demolding and therefore a first follow-up storage, after coating, a second storage.

Or, toutes ces phases de stockage et de déstockage sont laborieuses et onéreuses.However, all these storage and destocking phases are laborious and expensive.

En outre, ce revêtement est très sensible au pelage, en particulier sur les bords de la traverse.In addition, this coating is very sensitive to peeling, in particular on the edges of the crosspiece.

La présente invention a pour but de résoudre les problèmes techniques précédents de manière satisfaisante.The object of the present invention is to solve the problems previous techniques satisfactorily.

Ce but est atteint, selon l'invention, au moyen d'une semelle pour traverse de chemin de fer en béton,
   caractérisée en ce qu'elle comprend, d'une part, une plaque de support dont la face supérieure noyée dans ledit béton est pourvue de moyens d'accrochage dans la traverse et de moyens d'échappement de l'air inclus dans ladite traverse lors de la coulée du béton et, d'autre part, un revêtement élastomère solidaire d'au moins la face inférieure de ladite plaque.This object is achieved, according to the invention, by means of a sole for a concrete railway sleeper,
characterized in that it comprises, on the one hand, a support plate, the upper face of which is embedded in said concrete, is provided with means for hooking in the cross-member and means for exhausting the air included in said cross-member during concrete pouring and, on the other hand, an elastomeric coating integral with at least the underside of said plate.

Selon un premier mode de réalisation, lesdits moyens d'accrochage sont constitués de protubérances réalisées sur la face supérieure de ladite plaque.According to a first embodiment, said means attachment consist of protrusions made on the face upper of said plate.

Selon un autre mode de réalisation, lesdits moyens d'échappement de l'air inclus sont constitués de conduits traversant ladite plaque.According to another embodiment, said means included air exhaust consist of through ducts said plate.

De préférence, les extrémités desdits conduits sont évasées.Preferably, the ends of said conduits are flared.

Selon une variante, lesdits conduits sont réalisés à l'intérieur des protubérances.According to a variant, said conduits are produced inside the protuberances.

Selon une caractéristique avantageuse du mode de réalisation ci-dessus, lesdites protubérances sont constituées d'un corps central sensiblement cylindrique surmonté d'une tête élargie à profil tronconique.According to an advantageous characteristic of the embodiment above, said protuberances consist of a central body substantially cylindrical topped by an enlarged profile head tapered.

Selon une autre caractéristique, le pourtour dudit revêtement élastomère est replié et fixé à la périphérie de la face supérieure de la plaque de support.According to another characteristic, the periphery of said coating elastomer is folded over and attached to the periphery of the upper side of the support plate.

Selon encore une autre caractéristique, le bord périphérique de la plaque de support est en forme de spatule.According to yet another characteristic, the peripheral edge of the support plate is shaped like a spatula.

La semelle de l'invention est incorporée à la traverse lors de la fabrication.The sole of the invention is incorporated into the cross member during the manufacturing.

Un autre objet de l'invention réside dans l'utilisation de la semelle précédente pour réaliser une voie de chemin de fer.Another object of the invention lies in the use of the previous sole to make a railway track.

Les traverses en béton étant généralement réalisées en position inversée dans des moules, c'est-à-dire avec leur face inférieure orientée vers le haut, il est particulièrement aisé d'ancrer la semelle dans la traverse dès que la coulée du béton est achevée.Concrete sleepers are generally made in position inverted in molds, i.e. with their underside oriented upwards, it is particularly easy to anchor the sole in the crosses as soon as the concrete pouring is completed.

De plus, la liaison mécanique entre la traverse et la semelle est très résistante et est d'autant plus forte que l'air provenant des inclusions qui est susceptible d'être emprisonné entre la semelle et la traverse, est évacué.In addition, the mechanical connection between the cross member and the sole is very resistant and is all the stronger as the air from the inclusions which is likely to be trapped between the sole and the crosspiece, is evacuated.

La combinaison entre les moyens d'accrochage et les moyens d'échappement de l'invention permet donc d'obtenir un contact uniforme de la face supérieure de la semelle avec le béton de la traverse sur toutes les surfaces en regard.The combination between the hanging means and the means exhaust of the invention therefore provides contact uniform of the upper surface of the sole with the concrete of the crosspiece on all facing surfaces.

L'invention sera mieux comprise à la lecture de la description qui va suivre, accompagnée des dessins sur lesquels :

  • la figure 1 représente une vue latérale en coupe d'un mode de réalisation de la semelle de l'invention assemblée sur une traverse,
  • la figure 2 représente une vue de dessus de la semelle de l'invention selon le mode de réalisation de la figure 1,
  • la figure 3 représente une vue latérale de détail de la semelle selon le mode de réalisation des figures 1 et 2,
  • la figure 4 représente une vue latérale de détail en coupe de la semelle de l'invention selon une variante de réalisation,
  • la figure 5 représente une vue latérale de détail d'un autre mode de réalisation de la semelle de l'invention.
The invention will be better understood on reading the description which follows, accompanied by the drawings in which:
  • FIG. 1 represents a side view in section of an embodiment of the sole of the invention assembled on a cross member,
  • FIG. 2 represents a top view of the sole of the invention according to the embodiment of FIG. 1,
  • FIG. 3 represents a detailed side view of the sole according to the embodiment of FIGS. 1 and 2,
  • FIG. 4 represents a detailed side view in section of the sole of the invention according to an alternative embodiment,
  • FIG. 5 shows a detailed side view of another embodiment of the sole of the invention.

La figure 1 représente une traverse T de chemin de fer équipée de la semelle S de l'invention.Figure 1 shows a railway cross T equipped of the sole S of the invention.

La traverse T est réalisée en béton B et est garnie, sur toute ou partie de sa longueur en partie basse, de la semelle S qui affleure la face inférieure.The cross member T is made of concrete B and is filled, on all or part of its length in the lower part, of the sole S which is flush with the face lower.

La semelle S est constituée, d'une part d'une plaque de support 1, dont la face supérieure la est noyée dans le béton de la traverse T, et, d'autre part, d'un revêtement élastomère 2 solidaire d'au moins la face inférieure 1b de la plaque 1.The sole S consists, on the one hand of a support plate 1, the upper face of which is embedded in the concrete of the cross member T, and, on the other hand, an elastomeric coating 2 secured to at least the face bottom 1b of plate 1.

La plaque de support 1 est pourvue de moyens d'accrochage dans le béton de la traverse T et de moyens d'échappement de l'air inclus dans la traverse T lors de la coulée du béton B.The support plate 1 is provided with hooking means in the concrete of sleeper T and air exhaust means included in sleeper T when pouring concrete B.

Les moyens d'accrochage sont ici réalisés sous forme de protubérances 11 réalisées sur la face supérieure de la plaque 1.The attachment means are here produced in the form of protrusions 11 produced on the upper face of the plate 1.

Les protubérances 11 sont constituées d'un corps central 11a sensiblement cylindrique surmonté d'une tête 11b élargie à profil sensiblement tronconique de façon à renforcer l'ancrage.The protrusions 11 consist of a central body 11a substantially cylindrical surmounted by an enlarged profile head 11b substantially frustoconical so as to strengthen the anchoring.

Dans le mode de réalisation des figures 2 et 3, les moyens d'échappement de l'air sont réalisés sous forme de conduits ou d'orifices 10 traversant la plaque 1.In the embodiment of Figures 2 and 3, the means air exhaust are made in the form of conduits or orifices 10 crossing plate 1.

Sur ces mêmes figures, le pourtour du revêtement 2 est replié et fixé à la périphérie de la face supérieure la de la plaque de support 1, ce qui réduit les risques de pelage.In these same figures, the periphery of the covering 2 is folded and fixed to the periphery of the upper face 1a of the support plate 1, this which reduces the risk of peeling.

Dans le mode de réalisation de la figure 4, les conduits 10 sont ménagés à l'intérieur et de préférence au centre des protubérances 11.In the embodiment of FIG. 4, the conduits 10 are arranged inside and preferably in the center of the protrusions 11.

Dans ce cas, le revêtement 2 peut garnir également les parois des conduits 10. Pour optimiser l'évacuation de l'air par les conduits 10 leurs extrémités interne 10a et externe 10b sont évasées.In this case, the coating 2 can also line the walls conduits 10. To optimize the evacuation of air through conduits 10 their internal ends 10a and external 10b are flared.

Dans le mode de réalisation de la figure 5, le bord périphérique 1c de la plaque de support 1 est en forme de spatule, ce qui, tout en améliorant l'ancrage de la semelle, supprime tout risque de pelage du revêtement 2.In the embodiment of Figure 5, the peripheral edge 1c of the support plate 1 is in the shape of a spatula, which, while improving the anchoring of the sole, eliminates any risk of peeling of the coating 2.

Claims (9)

Semelle pour traverse (T) de chemin de fer en béton (B) caractérisée en ce qu'elle comprend, d'une part, une plaque de support (1) dont la face supérieure (la) noyée dans ledit béton (B) est pourvue de moyens d'accrochage (11) dans la traverse (T) et de moyens d'échappement (10) de l'air inclus dans ladite traverse (T) lors de la coulée du béton (B) et, d'autre part, un revêtement élastomère (2) solidaire d'au moins la face inférieure (1b) de ladite plaque (1).Base for concrete railroad sleeper (T) (B) characterized in that it comprises, on the one hand, a plate of support (1) whose upper face (la) embedded in said concrete (B) is provided with hooking means (11) in the crossmember (T) and means exhaust (10) of the air included in said crosspiece (T) during the pouring concrete (B) and, on the other hand, an elastomeric coating (2) integral with at least the lower face (1b) of said plate (1). Semelle selon la revendication 1, caractérisée en ce que lesdits moyens d'accrochage sont constitués de protubérances (11) réalisées sur la face supérieure (la) de ladite plaque (1).Sole according to claim 1, characterized in that said attachment means consist of protrusions (11) made on the upper face (la) of said plate (1). Semelle selon la revendication 1 ou 2, caractérisée en ce que lesdits moyens d'échappement de l'air inclus sont constitués de conduits (10) traversant ladite plaque (1).Sole according to claim 1 or 2, characterized in that said included air exhaust means consist of conduits (10) passing through said plate (1). Semelle selon la revendication 3, caractérisée en ce que les extrémités (10a, 10b) desdits conduits (10) sont évasées.Sole according to claim 3, characterized in that the ends (10a, 10b) of said conduits (10) are flared. Semelle selon les revendications 2 et 3, caractérisée en ce que lesdits conduits (10) sont réalisés à l'intérieur des protubérances (11).Sole according to claims 2 and 3, characterized in that that said conduits (10) are produced inside the protuberances (11). Semelle selon l'une des revendications 2 ou 5, caractérisée en ce que lesdites protubérances (11) sont constituées d'un corps central (11a) sensiblement cylindrique surmonté d'une tête (11b) élargie à profil tronconique.Sole according to one of claims 2 or 5, characterized in that said protrusions (11) consist of a central body (11a) substantially cylindrical surmounted by a head (11b) enlarged to tapered profile. Semelle selon l'une des revendications précédentes, caractérisée en ce que le pourtour dudit revêtement élastomère (2) est replié et fixé à la périphérie de la face supérieure (la) de la plaque de support (1).Sole according to one of the preceding claims, characterized in that the periphery of said elastomeric coating (2) is folded and fixed to the periphery of the upper face (la) of the plate support (1). Semelle selon l'une des revendications précédentes, caractérisée en ce que le bord périphérique (1c) de la plaque de support (1) est en forme de spatule.Sole according to one of the preceding claims, characterized in that the peripheral edge (1c) of the support plate (1) is shaped like a spatula. Utilisation de la semelle selon l'une des revendications précédentes pour réaliser une voie de chemin de fer.Use of the sole according to one of the claims previous to realize a railway track.
EP97402274A 1996-09-30 1997-09-30 Pad underneath a sleeper for protection to ballast Expired - Lifetime EP0833008B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR9611872 1996-09-30
FR9611872A FR2753998B1 (en) 1996-09-30 1996-09-30 UNDER-CROSS SOLE FOR BALLAST PROTECTION

Publications (2)

Publication Number Publication Date
EP0833008A1 true EP0833008A1 (en) 1998-04-01
EP0833008B1 EP0833008B1 (en) 2002-08-28

Family

ID=9496177

Family Applications (1)

Application Number Title Priority Date Filing Date
EP97402274A Expired - Lifetime EP0833008B1 (en) 1996-09-30 1997-09-30 Pad underneath a sleeper for protection to ballast

Country Status (7)

Country Link
EP (1) EP0833008B1 (en)
JP (1) JPH10183503A (en)
KR (1) KR19980025137A (en)
DE (1) DE69714932T2 (en)
ES (1) ES2185887T3 (en)
FR (1) FR2753998B1 (en)
TW (1) TW494163B (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1186709A2 (en) * 2000-09-12 2002-03-13 Plasticos Mondragon, S.A. Concrete sleeper sole for high speed rail track
WO2008122065A1 (en) * 2007-04-06 2008-10-16 Semperit Aktiengesellschaft Holding Coating material for direct connection to a concrete structure
WO2008122066A1 (en) * 2007-04-06 2008-10-16 Semperit Aktiengesellschaft Holding Sleeper sole
FR2983876A1 (en) * 2011-12-12 2013-06-14 Fimor SOLE UNDER TRAVERSE AND TRAVERSE TO WHICH IS SOLIDARIZED SUCH SOLE.
GB2582778A (en) * 2019-04-02 2020-10-07 Oxford Plastic Sys Ltd Railway sleeper

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DE10149308A1 (en) * 2001-10-01 2003-04-17 Rst Rail Systems And Technolog Railway track foundation has supplementary layer of random fibre web
DE102004063636A1 (en) * 2004-12-31 2006-07-13 Pfleiderer Infrastrukturtechnik Gmbh & Co. Kg Concrete sleepers for high dynamic loads
KR100699548B1 (en) 2005-08-31 2007-03-23 한국철도기술연구원 Under sleeper pads for railway ballast track
JP5461296B2 (en) * 2010-05-14 2014-04-02 日本エラスター株式会社 Slab mat and concrete slab structure including the same
AT12923U1 (en) 2011-04-15 2013-02-15 Getzner Werkstoffe Holding Gmbh sleeper
AT510835B1 (en) 2011-04-15 2012-07-15 Getzner Werkstoffe Holding Gmbh TRACK THRESHOLD
AT513946B1 (en) 2013-01-17 2014-12-15 Getzner Werkstoffe Holding Gmbh sleeper
RU2756929C1 (en) * 2021-01-28 2021-10-07 Камарян Хачатур Оганесович Sleeper pad and method for its manufacture, construction of railway sleeper with sleeper pad fixed in it and method for connecting sleeper pad with railway sleeper
RU209004U1 (en) * 2021-08-31 2022-01-26 Открытое акционерное общество «Российские железные дороги» SLEEPER PAD

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EP0465390A1 (en) * 1990-07-06 1992-01-08 Societe Pour L'etancheite, Les Revetements Et Les Protections Railway track
EP0733738A1 (en) * 1995-03-20 1996-09-25 Societe Anonyme De Traverses En Beton Arme Systeme Vagneux Method of manufacture of a rail support and support obtained according to this method

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JPH0688302A (en) * 1991-07-05 1994-03-29 Nippon Steel Corp Noise insulation rail
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JP3432006B2 (en) * 1994-06-30 2003-07-28 鉄道軌材工業株式会社 Mounting structure of anti-vibration rubber for sleepers

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Publication number Priority date Publication date Assignee Title
FR2511405A1 (en) * 1981-08-12 1983-02-18 Luchaire Sa Composite rubber pads for mechanical and acoustic damping - esp. for use between railway line sleepers and particulate track bed
GB2207693A (en) * 1987-08-06 1989-02-08 Costain Concrete Company Limit Concrete railway sleepers
EP0440597A1 (en) * 1990-01-30 1991-08-07 Allgemeine Baugesellschaft - A. Porr Aktiengesellschaft Superstructure and substructure of railway bed for rail vehicles
EP0465390A1 (en) * 1990-07-06 1992-01-08 Societe Pour L'etancheite, Les Revetements Et Les Protections Railway track
EP0733738A1 (en) * 1995-03-20 1996-09-25 Societe Anonyme De Traverses En Beton Arme Systeme Vagneux Method of manufacture of a rail support and support obtained according to this method

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1186709A2 (en) * 2000-09-12 2002-03-13 Plasticos Mondragon, S.A. Concrete sleeper sole for high speed rail track
ES2166732A1 (en) * 2000-09-12 2002-04-16 Plasticos Mondragon Sa Concrete sleeper sole for high speed rail track
EP1186709A3 (en) * 2000-09-12 2002-07-03 Plasticos Mondragon, S.A. Concrete sleeper sole for high speed rail track
WO2008122065A1 (en) * 2007-04-06 2008-10-16 Semperit Aktiengesellschaft Holding Coating material for direct connection to a concrete structure
WO2008122066A1 (en) * 2007-04-06 2008-10-16 Semperit Aktiengesellschaft Holding Sleeper sole
FR2983876A1 (en) * 2011-12-12 2013-06-14 Fimor SOLE UNDER TRAVERSE AND TRAVERSE TO WHICH IS SOLIDARIZED SUCH SOLE.
FR2983875A1 (en) * 2011-12-12 2013-06-14 Fimor SOLAR SOIL UNDER TRAFFIC SOLIDARIZABLE TO A CONCRETE BETWEEN CONCRETE OR SIMILAR AND TRAVERSE IN CONCRETE OR SIMILAR TO WHICH IS SOLIDARIZED SUCH SOLE UNDER TRAVERSE.
WO2013088072A1 (en) * 2011-12-12 2013-06-20 Fimor Crosspiece sole plate that can be secured to a crosspiece made of concrete or the like, crosspiece having such a sole plate secured thereto, and corresponding manufacture methods and molding means
WO2013088073A1 (en) * 2011-12-12 2013-06-20 Fimor Crosspiece sole plate and crosspiece having such a sole plate secured thereto
GB2582778A (en) * 2019-04-02 2020-10-07 Oxford Plastic Sys Ltd Railway sleeper

Also Published As

Publication number Publication date
ES2185887T3 (en) 2003-05-01
FR2753998B1 (en) 1998-12-18
FR2753998A1 (en) 1998-04-03
DE69714932T2 (en) 2003-03-27
TW494163B (en) 2002-07-11
JPH10183503A (en) 1998-07-14
DE69714932D1 (en) 2002-10-02
EP0833008B1 (en) 2002-08-28
KR19980025137A (en) 1998-07-06

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