EP0402093A2 - Ribbed elastomeric rail pad - Google Patents

Ribbed elastomeric rail pad Download PDF

Info

Publication number
EP0402093A2
EP0402093A2 EP90306089A EP90306089A EP0402093A2 EP 0402093 A2 EP0402093 A2 EP 0402093A2 EP 90306089 A EP90306089 A EP 90306089A EP 90306089 A EP90306089 A EP 90306089A EP 0402093 A2 EP0402093 A2 EP 0402093A2
Authority
EP
European Patent Office
Prior art keywords
rail
pad
rib
tie
improvement
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.)
Withdrawn
Application number
EP90306089A
Other languages
German (de)
French (fr)
Other versions
EP0402093A3 (en
Inventor
Hartley Frank Young
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.)
McKay Australia Ltd
Original Assignee
McKay Australia Ltd
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 McKay Australia Ltd filed Critical McKay Australia Ltd
Publication of EP0402093A2 publication Critical patent/EP0402093A2/en
Publication of EP0402093A3 publication Critical patent/EP0402093A3/en
Withdrawn legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B9/00Fastening rails on sleepers, or the like
    • E01B9/68Pads or the like, e.g. of wood, rubber, placed under the rail, tie-plate, or chair
    • E01B9/685Pads or the like, e.g. of wood, rubber, placed under the rail, tie-plate, or chair characterised by their shape
    • E01B9/686Pads or the like, e.g. of wood, rubber, placed under the rail, tie-plate, or chair characterised by their shape with textured surface
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B9/00Fastening rails on sleepers, or the like
    • E01B9/68Pads or the like, e.g. of wood, rubber, placed under the rail, tie-plate, or chair
    • E01B9/685Pads or the like, e.g. of wood, rubber, placed under the rail, tie-plate, or chair characterised by their shape

Definitions

  • This invention relates to improvements in rail insulating pads which are used to electrically and dynamically insulate the rail from the rail tie.
  • U.K. Patents 2154635 and 2152119 provide pads of relatively hard material which provide, by way of selective removal of material from the pads, good attenuation and rail stability.
  • the rail head In curved track the rail head is subject to the vertically down gravity forces from the rolling stock and in addition, horizontal centrifugal forces. These combine to impart a rolling tendency to the rail which is resisted by the rail fasteners and the pad beneath the rail.
  • the field edge is the outside edge of the rail in a track formed by a pair of rails.
  • the inside edge is referred to as the gauge side of gauge edge of the rail.
  • the present invention provides a rail pad to electrically and dynamically insulate a rail from the rail tie in which the rail pad incorporates an upstanding rib on either or both the upper and lower surface of said pad on the field edge side of said pad.
  • This invention is a way to reduce the intensity of the pressure under the field edge of the rail thereby prolonging the life of the elastomeric rail pad. This is done by providing a ridge on the field edge of the pad which runs parallel to the length of the rail and is located with the edge a short distance away from the rail edge towards the rail centre. Preferably the ridge may be about 10mm wide with the edge approximately 10mm from the field edge of the rail.
  • the rib is preferably about 1 or 1.5mm high and is preferably of a material which is compressed flat by the load of the rail and in so doing, creates a higher than normal pressure in the region of the rib which then subtracts some of the load from the region of the pad directly underneath the rail edge thereby causing a reduced pressure in this region with the consequent reduction in the tendency for the rail edge to cut the pad.
  • the increased pressure in the proximity of the pad does not create a cutting tendency since there is no edge in this area.
  • the rib should have a low height, preferably 1 to 1.5mm so that under the load of the installed rail fastening clips it compresses down to the general level of the remainder of the pad thereby ensuring that the rib does not carry the total load and also to ensure that the pad peripheral edges are in contact with the concrete rail seat and rail to ensure an adequate seal to prevent the ingress of damaging abrasive grit particles.
  • the rib can be placed either on the top side of the pad or on the bottom or alternatively, distributed between both top and bottom. However, the preferred position is on top to minimise the risk of dust entering between the pad and concrete rail face.
  • the rail head can receive a lateral force by the gravity component which exceeds the centrifugal component giving a net force towards the centre of the curve.
  • the rib is preferably applied to both the field and gauge sides which has the additional benefit of making the pad less susceptible to being installed the incorrect way around.
  • figure 1 is a general schematic view of a rail seat illustrating the position of the rail pad
  • figure 2 is a plan view of a preferred form of the invention
  • figure 3 is an edge view of the pad.
  • Figures 4A and 4B provide a comparison of the standard prior art pads and the pads of this invention.
  • the rail seat comprises a rail 7, a rail tie 8 and the rail pad 9 interposed between them.
  • the rail is fastened by the rail clips 11 seated in the clip holders 10 embedded in rail tie 8.
  • An insulator 12 lies between the rail 7 and the fastener 11.
  • the rail pad 9 comprises field side 21 and gauge side 22 with the edge recesses 23 to fit about the clip holders 10.
  • Grooves 24 are provided in the surface of the pad to improve attenuation.
  • the low ribs 25 are each about 1mm in height and are designed to lie under the rail within 10mm of the field and gauge edges of the rail.
  • a standard rail pad 30 is shown under a rail 7.
  • the arrows on the rail head indicate the direction of forces imposed on the rail by the passing rail trucks.
  • the arrow 28 on the field side 21 of the rail pad shows deep indentation underload which leads to cutting of the pad along the field edge of the rail.
  • a pad 9 of this invention shows reduced indentation 29 on the field edge due to the provision of ribs 25. There is also less roll by the rail with consequent improved stability.
  • the present invention provides an improved rail pad with enhanced durability.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Railway Tracks (AREA)

Abstract

A rail fastening of the kind in which a rail (7), having a field edge (21) and a gauge edge (22), is fastened to a rail tie (8) with a rail pad (9) between the tie and the rail includes a pair of rail clamp supports (10) secured to the said tie (8) on either side of said rail and abutting said rail pad and a rail clamp (11) associated with each rail clamp support, each clamp (11) having a portion secured in said clamp support and a portion bearing down on the rail flange. The improvement comprises the provision of a rail pad (9) which electrically and dynamically insulates said rail tie (8) from said rail (7) and in which there is a rib (25) provided on the field edge portion of the rail pad.

Description

  • This invention relates to improvements in rail insulating pads which are used to electrically and dynamically insulate the rail from the rail tie.
  • Many rail pad constructions have been proposed to provide the necessary insulation and to protect the rail ties from damage and the rail seal from instability. U.K. Patents 2154635 and 2152119 provide pads of relatively hard material which provide, by way of selective removal of material from the pads, good attenuation and rail stability.
  • However, improved durability of rail pads is a long sought after advantage.
  • In curved track the rail head is subject to the vertically down gravity forces from the rolling stock and in addition, horizontal centrifugal forces. These combine to impart a rolling tendency to the rail which is resisted by the rail fasteners and the pad beneath the rail.
  • These forces cause a pressure on the rail pad which is greatest under the field edge of the rail which often causes this edge to cut into the soft rail pad and in some extreme cases, to cut it right through.
  • The field edge is the outside edge of the rail in a track formed by a pair of rails. The inside edge is referred to as the gauge side of gauge edge of the rail.
  • It is an object of this invention to provide a rail pad having improved durability.
  • To this end the present invention provides a rail pad to electrically and dynamically insulate a rail from the rail tie in which the rail pad incorporates an upstanding rib on either or both the upper and lower surface of said pad on the field edge side of said pad.
  • This invention is a way to reduce the intensity of the pressure under the field edge of the rail thereby prolonging the life of the elastomeric rail pad. This is done by providing a ridge on the field edge of the pad which runs parallel to the length of the rail and is located with the edge a short distance away from the rail edge towards the rail centre. Preferably the ridge may be about 10mm wide with the edge approximately 10mm from the field edge of the rail. The rib is preferably about 1 or 1.5mm high and is preferably of a material which is compressed flat by the load of the rail and in so doing, creates a higher than normal pressure in the region of the rib which then subtracts some of the load from the region of the pad directly underneath the rail edge thereby causing a reduced pressure in this region with the consequent reduction in the tendency for the rail edge to cut the pad. Of course the increased pressure in the proximity of the pad does not create a cutting tendency since there is no edge in this area.
  • The rib should have a low height, preferably 1 to 1.5mm so that under the load of the installed rail fastening clips it compresses down to the general level of the remainder of the pad thereby ensuring that the rib does not carry the total load and also to ensure that the pad peripheral edges are in contact with the concrete rail seat and rail to ensure an adequate seal to prevent the ingress of damaging abrasive grit particles.
  • The rib can be placed either on the top side of the pad or on the bottom or alternatively, distributed between both top and bottom. However, the preferred position is on top to minimise the risk of dust entering between the pad and concrete rail face.
  • Although most situations call. for the rib to be on the field edge of the pad where the function is normally required, in some unusual situations where the track is canted and the traffic travelling around the curve is moving slower than the designed speed for the cant, the rail head can receive a lateral force by the gravity component which exceeds the centrifugal component giving a net force towards the centre of the curve. For this reason the rib is preferably applied to both the field and gauge sides which has the additional benefit of making the pad less susceptible to being installed the incorrect way around.
  • A preferred embodiment of this invention will now be described with respect to the drawings in which figure 1 is a general schematic view of a rail seat illustrating the position of the rail pad; figure 2 is a plan view of a preferred form of the invention and figure 3 is an edge view of the pad.
  • Figures 4A and 4B provide a comparison of the standard prior art pads and the pads of this invention.
  • In figure 1 the rail seat comprises a rail 7, a rail tie 8 and the rail pad 9 interposed between them. The rail is fastened by the rail clips 11 seated in the clip holders 10 embedded in rail tie 8. An insulator 12 lies between the rail 7 and the fastener 11.
  • In figures 2 and 3 the rail pad 9 comprises field side 21 and gauge side 22 with the edge recesses 23 to fit about the clip holders 10. Grooves 24 are provided in the surface of the pad to improve attenuation. The low ribs 25 are each about 1mm in height and are designed to lie under the rail within 10mm of the field and gauge edges of the rail.
  • In figure 4A a standard rail pad 30 is shown under a rail 7. The arrows on the rail head indicate the direction of forces imposed on the rail by the passing rail trucks. The arrow 28 on the field side 21 of the rail pad shows deep indentation underload which leads to cutting of the pad along the field edge of the rail. In figure 4B a pad 9 of this invention shows reduced indentation 29 on the field edge due to the provision of ribs 25. There is also less roll by the rail with consequent improved stability.
  • From the above description, it can be seen that the present invention provides an improved rail pad with enhanced durability.

Claims (12)

1. In a rail fastening of the kind in which a rail, having a field edge and a gauge edge as hereindefined, is fastened to a rail tie by a rail seat consisting of a rail tie, a rail pad between the tie and the rail; a pair of rail clamp supports secured to said tie on either side of said rail and abutting said rail pad; rail clamp associated with each rail clamp support each clamp having a portion secured in said clamp support and a portion bearing down on said rail flange, the improvement comprising the provision of a said rail pad to electrically and dynamically insulate said rail tie from said rail wherein there is a rib provided on either or both upper or lower surface of the field edge portion of the rail pad.
2. The improvement of claim 1 wherein said rib is of sufficient height to effect reduction of a force transmitted to said pad at said field edge of rail.
3. The improvement of claim 1 or claim 2 wherein the rib is parallel to said rail.
4. The improvement in any one of claims 1 to 3 wherein said rib is on the upper surface of said rail pad.
5. The improvement in any one of claims 1 to 4 wherein said rib is about 10 mm from the field edge of the rail.
6. The improvement in any one of claims 1 to 5 wherein said rib is about 10 mm wide and 1.0 to 1.5 mm high.
7. The improvement in any one of claims 1 to 5 wherein an additional rib is provided on the gauge edge portion of the pad.
8. The rail pad as defined in claim 1.
9. The rail pad as defined in claim 7 wherein the rib is parallel to said rail.
10. The rail pad as defined in claim 7 or 8 wherein the rib is about 10 mm from the field edge of the rail.
11. The rail pad as defined in any one of claims 7 to 9 wherein the rib is about 10 mm wide and 1.0 to 1.5 mm high.
12. The rail pad as defined in any one of claims 8 to 11 wherein an additional rib is provided on the gauge edge portion of the pad.
EP19900306089 1989-06-09 1990-06-05 Ribbed elastomeric rail pad Withdrawn EP0402093A3 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AU4636/89 1989-06-09
AUPJ463689 1990-05-28

Publications (2)

Publication Number Publication Date
EP0402093A2 true EP0402093A2 (en) 1990-12-12
EP0402093A3 EP0402093A3 (en) 1991-02-06

Family

ID=3773975

Family Applications (1)

Application Number Title Priority Date Filing Date
EP19900306089 Withdrawn EP0402093A3 (en) 1989-06-09 1990-06-05 Ribbed elastomeric rail pad

Country Status (3)

Country Link
EP (1) EP0402093A3 (en)
AU (1) AU627314B2 (en)
CA (1) CA2017855C (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4234007A1 (en) * 1992-07-08 1994-01-13 Schwihag Gmbh Footrest modification for railroad tracks
WO2017190970A1 (en) * 2016-05-02 2017-11-09 Semperit Ag Holding Rail intermediate layer

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2377942A (en) * 1942-09-05 1945-06-12 Hubbard & Company Cushioned tie plate

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2377942A (en) * 1942-09-05 1945-06-12 Hubbard & Company Cushioned tie plate

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4234007A1 (en) * 1992-07-08 1994-01-13 Schwihag Gmbh Footrest modification for railroad tracks
WO2017190970A1 (en) * 2016-05-02 2017-11-09 Semperit Ag Holding Rail intermediate layer

Also Published As

Publication number Publication date
CA2017855C (en) 2000-08-01
CA2017855A1 (en) 1990-12-09
AU5599990A (en) 1990-12-13
EP0402093A3 (en) 1991-02-06
AU627314B2 (en) 1992-08-20

Similar Documents

Publication Publication Date Title
US5203502A (en) Ribbed elastomeric rail pad
US4771944A (en) Rail pads and rail assemblies including such pads
US4775103A (en) Elastically mounted rails for vehicle tracks
US4618093A (en) Rail insulation pads
US5692677A (en) Device for supporting and securing a railway track rail
EP0049879B1 (en) Railway sleeper cover
EP0402093A2 (en) Ribbed elastomeric rail pad
US4981264A (en) Device for fixing stock rails in railway switches as well as process for fixing stock rails by means of such device
US7100837B2 (en) Rail seat assembly
CA1250557A (en) Rail insulation pads
US5725149A (en) Support device for railway rails
JPH08501843A (en) Rail support for ballastless railroad tracks
CA2029276C (en) Rail pads
US3463394A (en) Insulated rail fastener
US7331534B2 (en) Rail pad and method for strain attenuation
US4773591A (en) Elastic rail pad
RU2249642C2 (en) Track section support
HU223386B1 (en) Abotment for track, that from rails made, for trains
GB2154635A (en) Rail insulation pad
CA1328439C (en) Resilient material housing in the nose of a rail anchorage
EP1279769B1 (en) Rail support device for railway track laid on ballast
JP3802679B2 (en) Track pad
JP2859188B2 (en) Sleeper elastic bearing
US4060197A (en) Rail fastener assembly
CN215976641U (en) Road bed board limit structure

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A2

Designated state(s): AT BE CH DE DK ES FR GB GR IT LI LU NL SE

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AK Designated contracting states

Kind code of ref document: A3

Designated state(s): AT BE CH DE DK ES FR GB GR IT LI LU NL SE

17P Request for examination filed

Effective date: 19910322

17Q First examination report despatched

Effective date: 19920124

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN

18D Application deemed to be withdrawn

Effective date: 19920604