EP1017906B1 - Rail system - Google Patents

Rail system Download PDF

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Publication number
EP1017906B1
EP1017906B1 EP98951252A EP98951252A EP1017906B1 EP 1017906 B1 EP1017906 B1 EP 1017906B1 EP 98951252 A EP98951252 A EP 98951252A EP 98951252 A EP98951252 A EP 98951252A EP 1017906 B1 EP1017906 B1 EP 1017906B1
Authority
EP
European Patent Office
Prior art keywords
arrangement according
sleeper
rail arrangement
shoe
channels
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.)
Expired - Lifetime
Application number
EP98951252A
Other languages
German (de)
French (fr)
Other versions
EP1017906A1 (en
Inventor
Helmuth Blank
Bernd Pahl
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.)
Phoenix AG
Original Assignee
Phoenix AG
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 Phoenix AG filed Critical Phoenix AG
Publication of EP1017906A1 publication Critical patent/EP1017906A1/en
Application granted granted Critical
Publication of EP1017906B1 publication Critical patent/EP1017906B1/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
    • E01B1/00—Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
    • 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
    • E01B1/005—Ballastless track, e.g. concrete slab trackway, or with asphalt layers with sleeper shoes
    • 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

Definitions

  • the sleeper shoe 4 has a side wall 7 which widens towards the top, namely to form an essentially triangular cross-sectional shape.
  • the side wall here only partially engages the sleepers 2 , ie within the lower region of the threshold.
  • the side wall 7 runs out on its inside in the form of a flexible lip 9 , which rests on the threshold 2 in a sealing manner. In order to increase the elasticity, this lip has an outside notch 10 .
  • the side wall 7 has on its outside, specifically within the upper region, a nose 11 that is essentially rectangular in cross section. This nose indicates the level of the concrete level of the slab track.
  • the side wall 7 also has on its inside a rib-groove system 8 with preferably at least five grooves, which ensures the horizontal rigidity.
  • the sleeper shoe 4 has an inside notch 12 in the corner area between the sleeper shoe bottom 13 and the side wall 7 , which gives the sleeper shoe increased flexibility.
  • the sleeper shoe base 13 is provided in its center with an expansion fold 14 , which will be explained in more detail in connection with FIG. 2.
  • the elastic insert 5 which, like the sleeper shoe 4, is made of elastomeric material, is provided with channels 6 , 6 ' and 6 " which run in the form of a strand and lie essentially in one plane, two geometries A and B of channels occurring.
  • the channels have an essentially semicircular, semi-oval or semi-elliptical cross-sectional shape on (in the unloaded state), the flattened or arcuate sides of the channels alternately pointing up or down.
  • FIG. 2 shows, in the context of an enlarged representation, a swellable shoe bottom 13 with an expansion fold 14 , which is preferably formed from two to five folds. This measure ensures easier deformation of the sleeper shoe 4 in the vertical direction.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Footwear And Its Accessory, Manufacturing Method And Apparatuses (AREA)
  • Railway Tracks (AREA)
  • Road Paving Structures (AREA)
  • Platform Screen Doors And Railroad Systems (AREA)
  • Escalators And Moving Walkways (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Holders For Apparel And Elements Relating To Apparel (AREA)
  • Preparation Of Compounds By Using Micro-Organisms (AREA)
  • Bridges Or Land Bridges (AREA)
  • Moving Of Heads (AREA)
  • Insulated Conductors (AREA)
  • Seats For Vehicles (AREA)

Abstract

The invention relates to a rail system (1) comprising a line of rails with fixations, cross ties (wood, concrete, etc.), an infrastructure (2) on which the cross ties are laid, as well as an elastomeric cross tie shoe, whose sidewall (7), which tapers upward, entirely or partially surrounds the cross tie, the inner sidewall being in the form of a flexible lip (9) sealingly laid against said cross tie (2); besides, between the bottom of the cross tie shoe (13) and the cross tie underside (2) is inserted an elastic intermediate layer (5). The rail system according to the invention (1) is characterized in that the sidewall (7) of the cross tie shoe (4) presents on its inner face (8) a pattern of ribs and grooves and that the elastic intermediate layer (5) is provided with extruded-like channels (6, 6', 6'') located virtually in the same plane as that in which two geometries of alternating channels appear.

Description

Die Erfindung betrifft eine Schienenanordnung, bestehend aus

  • einem Schienenstrang mit Befestigungsmitteln;
  • Schwellen aus Holz, Beton oder dgl.;
  • einem Unterbau (Schotterbett, feste Fahrbahn), auf dem die Schwellen gelagert sind; sowie aus
  • einem Schwellenschuh aus elastomerem Werkstoff (d.h. aus Gummi oder gummiähnlichem Kunststoff), dessen Seitenwand, die nach oben hin breiter wird, die Schwelle ganz oder teilweise umgreift, wobei die Seitenwand an ihrer Innenseite in Form einer biegsamen Lippe ausläuft, die an der Schwelle abdichtend anliegt, sowie vorzugsweise an ihrer Außenseite, und zwar innerhalb des oberen Bereiches, eine im Querschnitt gesehen im wesentlichen rechteckige Nase aufweist; wobei ferner zwischen dem Schwellenschuh und der Unterseite der Schwelle eine elastische Einlage vorhanden ist.
The invention relates to a rail arrangement consisting of
  • a rail track with fasteners;
  • Sleepers made of wood, concrete or the like;
  • a substructure (ballast bed, solid carriageway) on which the sleepers are stored; as well as from
  • a sleeper shoe made of elastomeric material (i.e. made of rubber or rubber-like plastic), the side wall, which widens towards the top, completely or partially encompasses the sleeper, the inner side of the sidewall ending in the form of a flexible lip that lies sealingly against the sleeper , and preferably on the outside, namely within the upper region, has a substantially rectangular nose when viewed in cross section; an elastic insert is also present between the sleeper shoe and the underside of the sleeper.

Ausgehend von dem eingangs umrissenen Stand der Technik, der in der deutschen Offenlegungsschrift 43 35 516 A1 näher beschrieben ist, besteht die Aufgabe darin, eine Schienenanordnung mit Schwellenschuh bereit zu stellen, bei der sowohl eine horizontale Steifigkeit als auch eine vertikale Einfederung in optimaler Weise gewährleistet ist, vor allem im Hinblick auf die immer bedeutsamer werdende Bauweise der festen Fahrbahn.Based on the state of the art outlined at the outset, which in German Laid-open specification 43 35 516 A1, the task is to to provide a rail arrangement with sleeper shoe, in which both horizontal rigidity as well as vertical deflection in an optimal way is guaranteed, especially with regard to the increasingly important Construction of the slab track.

Gelöst wird nun diese Aufgabe gemäß Kennzeichen des Patentanspruches 1 dadurch, daß

  • die Seitenwand des Schwellenschuhes auf ihrer Innenseite ein Rippen-Rillen-System aufweist; und
  • die elastische Einlage mit strangförmig verlaufenden Kanälen versehen ist, die im wesentlichen in einer Ebene liegen, wobei zwei Geometrien von Kanälen auftreten, die alternierend zueinander angeordnet sind.
This problem is now solved according to the characterizing part of claim 1 in that
  • the inside of the side wall of the sleeper shoe has a rib-groove system; and
  • the elastic insert is provided with channels running in the form of strands which lie essentially in one plane, two geometries of channels occurring which are arranged alternately to one another.

Zweckmäßige Ausgestaltungen der Erfindung sind in den Patentansprüchen 2 bis 13 genannt.Advantageous embodiments of the invention are in claims 2 to 13 called.

Die Erfindung wird nun anhand eines Ausführungsbeispieles unter Bezugnahme auf schematische Zeichnungen erläutert. Es zeigen:

Fig. 1
einen Querschnitt durch eine Schwelle und einen Schwellenschuh;
Fig. 2
eine vergrößerte Darstellung der Dehnfalte.
In Verbindung mit diesen Figuren gilt folgende Bezugsziffernliste:
1
Schienenanordnung
2
Schwelle aus Beton
3
Unterbau
4
Schwellenschuh aus elastomerem Werkstoff
5
elastische Einlage
6, 6', 6"
Kanäle mit den Geometrien (A, B)
7
Seitenwand des Schwellenschuhes
8
Rippen-Rillen-System
9
Lippe
10
Einkerbung im Bereich der Lippe
11
Nase
12
Einkerbung im Bereich des Eckbereiches des Schwellenschuhes
13
Schwellenschuhboden
14
Dehnfalte
The invention will now be explained using an exemplary embodiment with reference to schematic drawings. Show it:
Fig. 1
a cross section through a threshold and a sleeper shoe;
Fig. 2
an enlarged view of the expansion fold.
In connection with these figures, the following list of reference numbers applies:
1
rail arrangement
2
Concrete threshold
3
substructure
4
Sleeper shoe made of elastomeric material
5
elastic insert
6, 6 ', 6 "
Channels with the geometries (A, B)
7
Sidewall of the sleeper shoe
8th
Rib and groove system
9
lip
10
Notch in the area of the lip
11
nose
12
Notch in the corner area of the sleeper shoe
13
A sock floor
14
pleats

Nach Fig. 1 weist der Schwellenschuh 4 eine Seitenwand 7 auf, die nach oben hin breiter wird, und zwar unter Bildung einer im wesentlichen dreiecksförmigen Querschnittsgestalt. Dabei umgreift hier die Seitenwand die Schwellen 2 nur teilweise, d.h. innerhalb des unteren Bereiches der Schwelle.According to FIG. 1, the sleeper shoe 4 has a side wall 7 which widens towards the top, namely to form an essentially triangular cross-sectional shape. The side wall here only partially engages the sleepers 2 , ie within the lower region of the threshold.

Die Seitenwand 7 läuft an ihrer Innenseite in Form einer biegsamen Lippe 9 aus, die an der Schwelle 2 abdichtend anliegt. Zwecks Erhöhung der Elastizität weist diese Lippe eine außenseitige Einkerbung 10 auf. Durch diese konstruktiven Maßnahmen bezüglich der Lippe 9 wird im Rahmen der festen Fahrbahn beim Betonieren das Eindringen von Beton zwischen Schwellenschuh 4 und Schwelle 2 weitestgehend ausgeschlossen.The side wall 7 runs out on its inside in the form of a flexible lip 9 , which rests on the threshold 2 in a sealing manner. In order to increase the elasticity, this lip has an outside notch 10 . These constructive measures with regard to the lip 9 largely preclude the penetration of concrete between the sleeper shoe 4 and the sleeper 2 during concreting.

Ferner weist die Seitenwand 7 an ihrer Außenseite, und zwar innerhalb des oberen Bereiches, eine im Querschnitt gesehen im wesentlichen rechteckige Nase 11 auf. Diese Nase gibt die Höhe des Betonniveaus der festen Fahrbahn an.Furthermore, the side wall 7 has on its outside, specifically within the upper region, a nose 11 that is essentially rectangular in cross section. This nose indicates the level of the concrete level of the slab track.

Die Seitenwand 7 weist außerdem auf ihrer Innenseite ein Rippen-Rillen-System 8 mit vorzugsweise wenigstens fünf Rillen auf, das die horizontale Steifigkeit gewährleistet.The side wall 7 also has on its inside a rib-groove system 8 with preferably at least five grooves, which ensures the horizontal rigidity.

Der Schwellenschuh 4 weist im Eckbereich zwischen Schwellenschuhboden 13 und Seitenwand 7 eine innenseitige Einkerbung 12 auf, die dem Schwellenschuh eine erhöhte Flexibilität verleiht. Zudem ist der Schwellenschuhboden 13 in seiner Mitte mit einer Dehnfalte 14 versehen, die in Verbindung mit der Fig. 2 noch näher erläutert wird.The sleeper shoe 4 has an inside notch 12 in the corner area between the sleeper shoe bottom 13 and the side wall 7 , which gives the sleeper shoe increased flexibility. In addition, the sleeper shoe base 13 is provided in its center with an expansion fold 14 , which will be explained in more detail in connection with FIG. 2.

Die elastische Einlage 5, die wie der Schwellenschuh 4 aus elastomerem Werkstoff besteht, ist mit strangförmig verlaufenden Kanälen 6, 6' und 6" versehen, die im wesentlichen in einer Ebene liegen, wobei zwei Geometrien A und B von Kanälen auftreten. Die Kanäle weisen dabei eine im wesentlichen halbkreis-, halboval- oder halbellipensförmige Querschnittsgestalt auf (im unbelasteten Zustand), wobei die abgeflachten bzw. bogenförmigen Seiten der Kanäle alternierend nach oben bzw. unten zeigen. Die Anzahl n der Kanäle ist ungerade (n = 13). Ferner zeigen die abgeflachten Seiten des in der Mitte angeordneten Kanals 6' wie auch die der beiden Kanäle 6" im Randbereich der elastischen Einlage 5 nach unten. Die elastische Einlage 5 mit diesen konstruktiven Maßnahmen sorgt nun für die vertikale Einfederung.The elastic insert 5 , which, like the sleeper shoe 4, is made of elastomeric material, is provided with channels 6 , 6 ' and 6 " which run in the form of a strand and lie essentially in one plane, two geometries A and B of channels occurring. The channels have an essentially semicircular, semi-oval or semi-elliptical cross-sectional shape on (in the unloaded state), the flattened or arcuate sides of the channels alternately pointing up or down.The number n of the channels is odd (n = 13) show the flattened sides of the channel 6 ' arranged in the middle as well as that of the two channels 6 " in the edge region of the elastic insert 5 downwards. The elastic insert 5 with these design measures now ensures the vertical deflection.

Für den Schwellenschuh 4 und die elastische Einlage 5 gelten folgende zweckmäßige Werkstoffparameter: Schwellenschuh SBR/BR-Verschnitt Shore Härte A : 63 ± 5 elastische Einlage EPDM Shore Härte A : 38 ± 5 The following useful material parameters apply to the sleeper shoe 4 and the elastic insert 5 : A sock SBR / BR blend Shore hardness A: 63 ± 5 elastic insert EPDM Shore hardness A: 38 ± 5

Die Kurzbezeichnungen bedeuten:

SBR
Styrol-Butadien-Kautschuk
BR
Butadien-Kautschuk
EPDM
Etyhlen-Propylen-Dien-Mischpolymerisat
The short names mean:
SBR
Styrene-butadiene
BR
Butadiene Rubber
EPDM
Ethylene-propylene-diene copolymer

Fig. 2 zeigt im Rahmen einer vergrößerten Darstellung einen Schwellschuhboden 13 mit Dehnfalte 14, die vorzugsweise aus zwei bis fünf Falten gebildet wird. Durch diese Maßnahme ist eine leichtere Verformung des Schwellenschuhes 4 in vertikaler Richtung gewährleistet.FIG. 2 shows, in the context of an enlarged representation, a swellable shoe bottom 13 with an expansion fold 14 , which is preferably formed from two to five folds. This measure ensures easier deformation of the sleeper shoe 4 in the vertical direction.

Außerdem werden hier die besonderen Konstruktionsmerkmale der Seitenwand 7 nochmals vergrößert aufgezeigt.In addition, the special design features of the side wall 7 are shown enlarged again.

Claims (13)

  1. Rail arrangement (1), consisting of
    a continuous rail with fastening means,
    sleepers (2) made of wood, concrete or the like,
    a substructure (3) on which the sleepers (2) are mounted, and
    a sleeper shoe (4) made of elastomer material whose side wall (7), which becomes broader towards the top, wholly or partly embraces the sleeper (2), whereby the side wall on its inside terminates in the form of a flexible lip (9) which bears sealingly on the sleeper (2), and preferably on its outside, inside the upper area, exhibits a nose (11) which is essentially rectangular viewed in cross-section, and whereby furthermore an elastic inlay (5) is present between the bottom (13) of the sleeper shoe and the underside of the sleeper (2),
    characterised in that
    on its inside the side wall (7) of the sleeper shoe (4) exhibits a system (8) of ribs and grooves, and
    the elastic inlay (5) is provided with channels (6, 6', 6") which run continuously and essentially lie in one plane, whereby two geometries (A, B) of channels arise which are arranged in alternation with one another.
  2. Rail arrangement according to claim 1, characterised in that the system (8) of ribs and grooves consists of at least five grooves.
  3. Rail arrangement according to claim 1 or 2, characterised in that the lip (9) exhibits a notch (10) on the outside and/or inside for increased elasticity.
  4. Rail arrangement according to one of claims 1 to 3, characterised in that in the corner area between the bottom (13) of the sleeper shoe and the side wall (7) the sleeper shoe (4) exhibits a notch (12) on the inside.
  5. Rail arrangement according to one of claims 1 to 4, characterised in that in its middle the bottom (13) of the sleeper shoe exhibits an expansion fold (14).
  6. Rail arrangement according to claim 5, characterised in that the expansion fold (14) is formed of two to five folds.
  7. Rail arrangement according to one of claims 1 to 6, characterised in that the channels (6, 6', 6") exhibit an essentially semi-circular, semi-oval or semi-elliptical cross-sectional shape, whereby the flattened or curved sides of the channels face alternately upwards, i.e. towards the sleeper (2), and downwards, i.e. towards the bottom (13) of the sleeper shoe.
  8. Rail arrangement according to one of claims 1 to 7, characterised in that the number n of channels (6) is uneven, and preferably with a number n = 13.
  9. Rail arrangement according to one of claims 1 to 8, characterised in that the flattened sides of the channel (6') disposed in the middle and those of the two channels (6") in the edge area of the elastic inlay (5) face downwards, i.e. towards the bottom (13) of the sleeper shoe.
  10. Rail arrangement according to one of claims 1 to 9, characterised in that the sleeper shoe (4) consists of an SBR/BR blend.
  11. Rail arrangement according to one of claims 1 to 10, characterised in that the elastic inlay (5) consists of EPDM.
  12. Rail arrangement according to one of claims 1 to 11, characterised in that the sleeper shoe (4) exhibits a Shore A hardness of 63 ± 5.
  13. Rail arrangement according to one of claims 1 to 12, characterised in that the elastic inlay (5) exhibits a Shore A hardness of 38 ± 5.
EP98951252A 1997-09-26 1998-09-02 Rail system Expired - Lifetime EP1017906B1 (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE19742544 1997-09-26
DE19742544 1997-09-26
PCT/DE1998/002570 WO1999016976A1 (en) 1997-09-26 1998-09-02 Rail system

Publications (2)

Publication Number Publication Date
EP1017906A1 EP1017906A1 (en) 2000-07-12
EP1017906B1 true EP1017906B1 (en) 2003-12-17

Family

ID=7843729

Family Applications (1)

Application Number Title Priority Date Filing Date
EP98951252A Expired - Lifetime EP1017906B1 (en) 1997-09-26 1998-09-02 Rail system

Country Status (13)

Country Link
US (1) US6283383B1 (en)
EP (1) EP1017906B1 (en)
JP (1) JP2001518580A (en)
KR (1) KR20010030640A (en)
CN (1) CN1269856A (en)
AT (1) ATE256787T1 (en)
AU (1) AU740190B2 (en)
CA (1) CA2304691A1 (en)
DE (2) DE59810480D1 (en)
DK (1) DK1017906T3 (en)
ES (1) ES2212355T3 (en)
PT (1) PT1017906E (en)
WO (1) WO1999016976A1 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2778284A1 (en) 2013-03-11 2014-09-17 Sonneville AG Sleeper block unit for railway rail systems
EP3045588A1 (en) 2015-01-14 2016-07-20 Sonneville AG Sealing arrangement between sleeper block and sleeper shoe of a railway rail system

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US6364214B1 (en) * 2000-06-30 2002-04-02 Sonneville International Corporation Block boot for railway track systems
US7278588B2 (en) * 2004-11-08 2007-10-09 Northwest Rubber Extruders, Inc. Elastomeric railway tie pad
GB2428444A (en) * 2005-07-19 2007-01-31 Balfour Beatty Plc Rail track arrangement and installation
US20090152368A1 (en) * 2006-02-10 2009-06-18 Msb-Management Gmbh Method for producing a track superstructure which underwent partial foaming
FR2906269B1 (en) * 2006-09-22 2008-12-19 Alstom Transport Sa RAILWAY TRAVERSE
CN1944793B (en) * 2006-10-17 2011-07-06 朱德功 Cladding type spring rail sleeper
US7896255B2 (en) * 2007-01-18 2011-03-01 Msb-Management Gmbh Partly foamed railroad track support arrangement
AT506153B1 (en) * 2007-12-13 2010-05-15 Semperit Ag Holding THRESHOLD SHOE
CN101798784B (en) * 2010-03-15 2015-07-29 同济大学 The devices and methods therefor of stabilizing ballasts in railway ballast bed
CN101967780B (en) * 2010-10-11 2012-04-11 江阴海达橡塑股份有限公司 Shearing type elastic sleeper compound shock absorber
DE102013105090B4 (en) * 2013-05-17 2016-12-15 Rail.One Gmbh Concrete sleepers and fixed carriageway
CN103281884B (en) * 2013-05-30 2016-05-25 武汉光迅科技股份有限公司 A kind of encapsulation box of anti-deformation
US9617688B2 (en) 2014-06-26 2017-04-11 Polycorp Ltd. Rail assembly
US10352000B2 (en) 2016-04-28 2019-07-16 Construction Polymers Technologies, Inc. Band for railway track block and boot combination
CN105924706A (en) * 2016-05-24 2016-09-07 浙江天铁实业股份有限公司 Integrated rubber sheath for heavy haul railway and preparation method of integrated rubber sheath
CN109811595A (en) * 2019-03-26 2019-05-28 北京市市政工程设计研究总院有限公司 One kind can spell bomb disposal concrete sleeper and construction method
CN111070741A (en) * 2019-12-23 2020-04-28 浙江天铁实业股份有限公司 Full-wrapping rubber sleeve boot system for heavy load and manufacturing method thereof

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DE2751346C2 (en) 1977-11-17 1983-12-22 Phoenix Ag, 2100 Hamburg Insulating mat for track systems
CH641242A5 (en) 1980-12-19 1984-02-15 Paul Borel Sealing strip doors and windows.
AT377805B (en) 1983-04-01 1985-05-10 Getzner Chemie Gmbh & Co INTERMEDIATE LAYER FOR THE ELASTIC STORAGE OF THE BED OF TRACKED BODIES
DE8807195U1 (en) * 1988-06-01 1988-09-15 Trelleborg Gummiwerke GmbH, 2351 Wasbek Rail for rail vehicles
DE3935354A1 (en) 1989-10-24 1991-04-25 Clouth Gummiwerke Ag Flexible mat made in long lengths - is for use on railway tracks for sound proofing and has smooth protective finish and reinforced inlay with hollow voids
IT1251630B (en) * 1991-10-23 1995-05-17 Consorzio Sistemi Di Armamento RAILWAY ARMING SUPPORT, WITH PREFABRICATED REINFORCED CONCRETE ELEMENTS, AND PREFABRICATED REINFORCED CONCRETE PLATFORM FOR ITS EXECUTION
FR2693750B1 (en) * 1992-07-20 1994-10-21 Allevard Ind Sa Support device for a railroad track without ballast.
DE4333243C2 (en) * 1993-09-30 2002-07-11 Phoenix Ag rail arrangement
DE4335516A1 (en) 1993-10-19 1995-04-20 Phoenix Ag Sleeper shoe
EP0672789A1 (en) * 1994-03-17 1995-09-20 Huber + Suhner AG Kabel-, Kautschuk-, Kunststoffwerke Ballast pad for railway tracks
ES2119633B1 (en) 1995-05-18 1999-05-16 Transformados Del Norte S A PERFECTED POT FOR CROSSROAD BIBLOCK OF VIA FERREA.
BE1009494A6 (en) * 1995-07-26 1997-04-01 Goossens Armand Device support for rail road tracks.
FR2746117B1 (en) 1996-03-12 1999-08-06 NEW DEVICE FOR LAYING RAILWAYS WITHOUT BALLAST AND USES THEREOF

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2778284A1 (en) 2013-03-11 2014-09-17 Sonneville AG Sleeper block unit for railway rail systems
US9752285B2 (en) 2013-03-11 2017-09-05 Sonneville Ag Sleeper block unit for railway track systems
EP3045588A1 (en) 2015-01-14 2016-07-20 Sonneville AG Sealing arrangement between sleeper block and sleeper shoe of a railway rail system

Also Published As

Publication number Publication date
DK1017906T3 (en) 2004-03-01
DE19839907A1 (en) 1999-04-01
EP1017906A1 (en) 2000-07-12
KR20010030640A (en) 2001-04-16
WO1999016976A1 (en) 1999-04-08
ATE256787T1 (en) 2004-01-15
CA2304691A1 (en) 1999-04-08
AU9735998A (en) 1999-04-23
CN1269856A (en) 2000-10-11
DE59810480D1 (en) 2004-01-29
PT1017906E (en) 2004-04-30
JP2001518580A (en) 2001-10-16
AU740190B2 (en) 2001-11-01
US6283383B1 (en) 2001-09-04
ES2212355T3 (en) 2004-07-16

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