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US5645216A Expired / Lapsed US ⏱️ 0.0 years remaining

Bearing for a part of a railroad track

Assignee: Voestalpine Turnout Technology Germany GmbH
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Filing: 1993-09-30
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Granted: 1997-07-08
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Expires: 2013-09-30
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Abstract

Abstract A bearing system for a part of a railroad track, such as a rail-fastening or ribbed slab (10), supported by elastic elements on, for example, a railroad sleeper. The elastic elements form a spring system with a kinked characteristic curve such that when the spring system is subjected to force that is smaller than the forces active in the operative range (16) of the spring system, the characteristic curve rises steeply and, in the operative range (16), runs flat.

Inventors

  • 👤 Sebastian Benenowski
  • 👤 Albrecht Demmig
  • 👤 Hans-Ulrich Dietze
  • 👤 Alfred Kais
  • 👤 Erich Nuding

Bibliographic Details

Application Number —
Jurisdiction US
Data Source google_patents
Last Synchronized 2026-11-02 15:53
CPC Classifications
E; E01; E01B; E01B9/00; E01B9/68; E01B9/62; E01B9/38; E01B9/40; E01B9/42

Claims Analysis

Total Claims: 23
Claim 1
Independent Claim 194 words
The bearing for a section of railroad track which is traversed by rolling stock with a wheel load, said bearing supporting a rail section and being connected to a sleeper support, said bearing including a rail-fastening plate (10), a first elastic element (18) supporting said rail-fastening plate, a prestressing device (36, 44, 46, 48) including at least one second elastic element (22, 24, 50, 52) for prestressing said railroad track section in relation to said sleeper support, wherein said first and said second elastic element are a first and a second spring, each spring exhibiting a characteristic curve (20, 28) describing a force versus displacement relationship, said first and said second spring forming a spring system with a combined characteristic curve (21) in an operative range (16) within the range of forces introduced by wheel loads, wherein said combined characteristic curve of said spring system exhibits a kink such that when a force is applied to said spring system that is less than the forces acting in said operative range (16), the characteristic curve rises steeply up to the kink, and the characteristic curve is substantially flat in said operative range after the kink.
Claim 2
Dependent Claim 194 words
The bearing for a section of railroad track which is traversed by rolling stock with a wheel load, said bearing supporting a rail section and being connected to a sleeper support, said bearing including a rail-fastening plate (10), a first elastic element (18) supporting said rail-fastening plate, a prestressing device (36, 44, 46, 48) including at least one second elastic element (22, 24, 50, 52) for prestressing said railroad track section in relation to said sleeper support, wherein said first and said second elastic element are a first and a second spring, each spring exhibiting a characteristic curve (20, 28) describing a force versus displacement relationship, said first and said second spring forming a spring system with a combined characteristic curve (21) in an operative range (16) within the range of forces introduced by wheel loads, wherein said combined characteristic curve of said spring system exhibits a kink such that when a force is applied to said spring system that is less than the forces acting in said operative range (16), the characteristic curve rises steeply up to the kink, and the characteristic curve is substantially flat in said operative range after the kink.
Claim 3
Dependent Claim 59 words
The bearing according to claim 1, wherein said prestressing device receives the second elastic element (22, 24) in such a way that in order to suppress the spring properties of the second elastic element it is compressed on all sides by a force introduced into said spring system which is less than the force active in the operative range.
Claim 4
Dependent Claim 29 words
The bearing according to claim 1, wherein said second elastic element (22, 24) when not compressed is selected to have a lower stiffness than said first elastic element (18).
Claim 5
Dependent Claim 56 words
The bearing according to claim 1, wherein said second elastic element (22, 24) is designed so as to have at least one projection facing away from said rail fastening plate and extending inside a receptacle (32, 34) of said prestressing device (36), the volume of said receptacle being slightly smaller than the volume of said projection.
Claim 6
Dependent Claim 18 words
The bearing according to claim 4, wherein said projection is designed in the shape of a truncated cone.
Claim 7
Dependent Claim 32 words
The bearing according to claim 5, wherein said projection (22, 24) extends from a plate-surface third elastic element (42) which is located parallel to an upper surface of said rail fastening plate.
Claim 8
Dependent Claim 14 words
The bearing according to claim 1, wherein said rail-fastening plate is a ribbed slab.
Claim 9
Dependent Claim 34 words
The bearing according to claim 7, wherein said first spring element has sections and said rail fastening plate extends inside said sections, said first spring element is in the form of an elastic foundation.
Claim 10
Dependent Claim 19 words
The bearing according to claim 8, wherein said first spring element is vulcanized onto said rail fastening plate (10).
Claim 11
Dependent Claim 68 words
The bearing according to claim 1, further including a third elastic element, said prestressing device includes a clamping plate, and said third elastic element is formed as a flat plate upon which two springs having said second characteristic curve are supported, said two springs projecting from the flat plate and being covered by the clamping plate, the clamping plate being pressed relative to the sleeper support by bolts.
Claim 12
Dependent Claim 21 words
The bearing according to claim 10, wherein said third elastic element is made from material having a high stiffness spring characteristic.
Claim 13
Dependent Claim 159 words
The bearing system for a rail section forming part of a railroad track which can be subjected to wheel-load when traversed by rolling stock, comprising: a rail fastening plate (10), a spring system including a first elastic spring element (18) supporting the rail fastening plate, a second elastic spring element (22, 24) mounted on top of said rail fastening plate, and clamping means (36, 46) for prestressing said spring system by compression, wherein said first elastic spring element exhibits a first characteristic curve (20), the second spring element exhibits a second characteristic curve (28), the combined characteristic curve resulting from the compression being in the form of a steeply rising section (14) in the absence of a force on the bearing system and a substantially flat section in an operative range (16), said operative range being defined by the pressure of wheel load forces caused by rail traversing rolling stock, and the curves describing a force versus displacement relationship.
Claim 14
Dependent Claim 159 words
The bearing system for a rail section forming part of a railroad track which can be subjected to wheel-load when traversed by rolling stock, comprising: a rail fastening plate (10), a spring system including a first elastic spring element (18) supporting the rail fastening plate, a second elastic spring element (22, 24) mounted on top of said rail fastening plate, and clamping means (36, 46) for prestressing said spring system by compression, wherein said first elastic spring element exhibits a first characteristic curve (20), the second spring element exhibits a second characteristic curve (28), the combined characteristic curve resulting from the compression being in the form of a steeply rising section (14) in the absence of a force on the bearing system and a substantially flat section in an operative range (16), said operative range being defined by the pressure of wheel load forces caused by rail traversing rolling stock, and the curves describing a force versus displacement relationship.
Claim 15
Dependent Claim 31 words
The bearing system according to claim 12, wherein said combined characteristic curve exhibits a kink at the end of the steeply rising section and the beginning of the substantially flat section.
Claim 16
Dependent Claim 20 words
The bearing system according to claim 13, wherein said rail fastening plate is in the form of a ribbed slab.
Claim 17
Dependent Claim 32 words
The bearing system according to claim 13, wherein said first elastic spring element includes portions for embedding said rail fastening plate, said first spring element forming an elastic foundation for the system.
Claim 18
Dependent Claim 20 words
The bearing system according to claim 15, wherein said first elastic spring element is vulcanized onto said rail fastening plate.
Claim 19
Dependent Claim 52 words
The bearing system of claim 12, wherein the second elastic spring element is in the form of two domed projections facing away from the rail fastening plate, said clamping means includes a fastening device and a clamping device with two receptacles having a shape and volume slightly smaller than said domed projections.
Claim 20
Dependent Claim 39 words
The bearing system of claim 17 wherein said combined characteristic curve is obtained by the clamping means compressing said domed projections inside said receptacles on all sides so that the spring property of said second spring element is suppressed.
Claim 21
Dependent Claim 39 words
The bearing system of claim 17 wherein said fastening device is operated to apply a force upon the clamping device, said force being smaller than the force generated by the wheel load force of the rail traversing rolling stock.
Claim 22
Dependent Claim 19 words
The bearing system according to claim 17, wherein said domed projections are designed in the shape of truncated cones.
Claim 23
Dependent Claim 29 words
The bearing system according to claim 20, wherein said domed projections extend from a plane-surface third spring element (42) parallel to an upper surface of said rail fastening plate.

References Cited (Backward Citations)

DE956687C Cited
DE3033607A1 Cited
DE3403235A1 Cited
EP0229409A1 Cited

USPTO Annuity & Maintenance Windows

Annuity Stage Window Opens Payment Deadline Surcharge Period Until Estimated Fee Status
3.5 Years (Year 4) 2000-07-07 2001-01-06 2001-07-08 $2000.00 Window Closed / Lapsed
7.5 Years (Year 8) 2004-07-07 2005-01-06 2005-07-08 $3760.00 Window Closed / Lapsed
11.5 Years (Year 12) 2008-07-07 2009-01-06 2009-07-08 $7700.00 Window Closed / Lapsed

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