GB1571104A - Rail tie and a railway rail-and-fastening assembly employing - Google Patents

Rail tie and a railway rail-and-fastening assembly employing Download PDF

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Publication number
GB1571104A
GB1571104A GB22174/76A GB2217476A GB1571104A GB 1571104 A GB1571104 A GB 1571104A GB 22174/76 A GB22174/76 A GB 22174/76A GB 2217476 A GB2217476 A GB 2217476A GB 1571104 A GB1571104 A GB 1571104A
Authority
GB
United Kingdom
Prior art keywords
tie
rail
flange
support surface
lug
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
Application number
GB22174/76A
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.)
Pandrol Ltd
Original Assignee
Pandrol 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 Pandrol Ltd filed Critical Pandrol Ltd
Priority to GB22174/76A priority Critical patent/GB1571104A/en
Priority to ZA00773114A priority patent/ZA773114B/en
Priority to AU25491/77A priority patent/AU511116B2/en
Priority to CA279,194A priority patent/CA1078800A/en
Publication of GB1571104A publication Critical patent/GB1571104A/en
Expired legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B3/00Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails
    • E01B3/16Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from steel
    • 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
    • E01B9/02Fastening rails, tie-plates, or chairs directly on sleepers or foundations; Means therefor
    • E01B9/32Fastening on steel sleepers with clamp members
    • E01B9/34Fastening on steel sleepers with clamp members by resilient steel clips

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

Description

(54) A RAIL TIE AND A RAILWAY RAIL-AND-FASTENING ASSEMBLY EMPLOYING IT (71) We, PANDROL LIMITED, a British company of 9 Holborn, London, ECiN 2NE, do hereby declare the invention, for which we pray that a patent may be granted to us and the method by which it is to be performed, to be particularly described in and by the following statement: This invention relates to a rail tie (also called a "railway sleeper") and to a railway rail-and-fastening assembly including a rail tie.
According to one aspect of the invention, there is provided a rail tie comprising: first and second support surfaces on each of which a flange at the bottom of a railway rail is to stand; first and second projections which are fixed with respect to the remainder of the tie and joined to it, the first projection being associated with and on one side of said first support surface and the second projection being associated with and on one side of said second support suface, part of each projection being higher than its associated support surface and such that it can lie above, and close to, the top of one side of the rail flange when the flange stands on sa:d associated support surface; and first and second portions, associated with and on the opposite sides of said first and second support surfaces respectively, each of which portions is fixed with respect to the remainder of the tie and projects higher than the associated support surface for locating the edge of the other side of the rail flange and forms a substantially horizontal passageway substantially perpendicular to the length of the rail tie, each of said passageways being closed at the top and open at least at one end and being suitable for receiving part of a rail clip for holding the rail down on the tie, the two projections being between two passageways.
According to another aspect of the invention, there is provided a railway rail-andfastening assembly comprising: a rail tie having first and second support surfaces; a first railway rail having at its bottom a flange standing on said first support surface and a second railway rail having at its bottom a flange standing on said second support surface; first and second projections which are fixed with respect to the remainder of the tie and are joined to it, the first projection being associated with and on one side of said first support surface and the second projection being associated with and on one side of said second support surface, part of each projection being higher than its associated support surface and lying above, and close to, the top of one side of the rail flange standing on its associated support surface; first and second portions associated with and on the opposite sides of said first and second support surfaces respectively, each of which portions is fixed with respect to the remainder of the tie and projects higher han the associated support surface for locating the edge of the other side of the rail flange standing on its associated support surface and forms a substantially horizontal passageway substantially perpendicular to the length of the rail tie, each of the first and second passageways being closed at the top and open at least at one end; and a first rail clip having a first part in the first passageway and a second part pressing downwardly on the top of said other side of the first rail flange and a second rail clip having a first part in the second passageway and a second part pressing downwardly on the top of said other side of the second rail flange, the two projections being between the two passageways.
Each projection and/or each said portion may be integral with the remainder of the tie or permanently fixed to it Preferably, each said projection, proceeding from its root to its tip, first extends upwardly at a first angle to the horizontal and then extends upwardly at a second and smaller angle to the horizontal. The first angle may exceed 600 and the second angle may be less than 300.
Preferably, the tie is made of rolled sheet steel and is in the form of a flat-bottomed trough inverted, each said projection being a lug pressed out of the material of the top of the tie and integral with it, leaving a hole in the top of the tie beneath the lug.
Alternatively, or in addition, the tie could be made of rolled sheet steel and in the form of a flat-bottomed trough inverted, each said portion being a rib pressed out of the material of the top of the tie and integral with it.
If the lugs and ribs are provided, preferably they are all pressed out from the tie simultaneously. Alternatively, first one lug and one rib, both in one half of the tie, are pressed out simultaneously and then the tie is reversed in order to bring the other half near the pressing tools and then the other lug and the other rib are pressed out simultaneously.
An example in accordance with the in vention is described below with reference to the accompanying drawings, in which: Figure 1 shows an end view of part of a railway rail-and-fastening assembly, Figure 2 shows a plan view of the same part of the assembly as Figure 1, and Figure 3 shows an end view of the complete assembly.
Referring to Figures 1 and 2, the illustrated assembly includes a rail tie 1 made of rolled sheet steel and in the conventional shape of a flat-bottomed trough inverted. In each half of the length of the tie (only one half being shown) there is a projection in the form of a lug 2 which has been pressed out of the material of the top 3 of the tie (i.e. the base of the trough). There is also in each half of the length of the tie a portion in the form of a rib 4 which has been pressed out of the material of the top of the tie. Each rib forms a horizontal passageway 5 closed at the top, open at both ends and perpendicular to the length of the tie.
On each half of the length of the tie rests a rail 6, having a flange 7 at its bottom, which stands on a support surface on the tie, the lug 2 in that half of the tie having, proceeding from its root to its tip, firstly a part 2A extending up the edge of one side of the flange at an angle of more than 600 to the horizontal and then a part 2B which lies above and close to that side of the flange and extends upwardly at an angle of less than 300 to the horizontal. The passageway 5 in that half of the sleeper is beside the edge of the flange on the other side of the flange and is parallel to the rail.
Two rail clips 8 are used to hold the rails to the tie, each having been made by bending a steel rod of circular cross-section, a substantially straight leg 8A of each clip being in a respective one of the passageways 5, a portion 8B of each clip bearing downwardly on the flange of a respective one of the rails and a portion 8C of each clip bearing downwardly on a respective fixed surface 9 which, as seen from the associated rail, is beyond the associated passageway 5, the surface 9 being part of the top of the sleeper.
The illustrated lug 2 is integral with the top of the tie and joined to it on one side of the above-mentioned support surface and the illustrated rib 4 is on the opposite side of the support surface and is like-wise integral with the top of the tie. It projects higher than said support surface and locates that edge of the illustrated rail flange which is remote from the projection 2 and from the other rail.
The illustrated tie can be used with a rail having a narrower flange, the left-hand edge of which, in contrast to what is shown in the drawing, will not extend to the junction between the parts 2A and 2B of the projection 2.
The rib 4 is such that a straight rod of circular cross-section 1 centimetre in diameter can pass through the passageway 5 and project out of both ends of it without touching the top of the tie at either end of the rib.
Figure 3 shows ends A and B of the tie and the two rails, two lugs, two ribs, two passageways and two clips, in the one case with the prefix 1 and in the other case with the prefix 2 before the reference numerals used in Figures 1 and 2. It is to be noted that the lugs 12 and 22 are between the passageways 15 and 25. The lugs 12 and 22 prevent the rails tipping so that the distance between the tops of the rails increases, i.e. the gauge of the railway track increases.
WHAT WE CLAIM IS:- 1. A rail tie comprising: first and second support surfaces on each of which a flange at the bottom of a railway rail is to stand; first and second projections which are fixed with respect to the remainder of the tie and joined to it, the first projection being associated with and on one side of said first support surface and the second projection being associated with and on one side of said second support surface, part of each projection being higher than its associated support surface and such that it can lie above, and close to, the top of one side of the rail flange when the flange stands on said associated support surface; and first and second portions, associated with and on the opposite sides of said first and second support surfaces respectively, each of which portions is fixed with respect to the remainder of the tie and projects higher than the associated support surface for locating the edge of the other side of the rail flange and forms a substantially horizontal passageway substantially perpendicular to the length of the rail tie, each of said passageways being closed at the top and open at least at one end and being suitable for receiving part of the rail clip for holding the rail down on the tie, the two projections being
**WARNING** end of DESC field may overlap start of CLMS **.

Claims (13)

**WARNING** start of CLMS field may overlap end of DESC **. a lug pressed out of the material of the top of the tie and integral with it, leaving a hole in the top of the tie beneath the lug. Alternatively, or in addition, the tie could be made of rolled sheet steel and in the form of a flat-bottomed trough inverted, each said portion being a rib pressed out of the material of the top of the tie and integral with it. If the lugs and ribs are provided, preferably they are all pressed out from the tie simultaneously. Alternatively, first one lug and one rib, both in one half of the tie, are pressed out simultaneously and then the tie is reversed in order to bring the other half near the pressing tools and then the other lug and the other rib are pressed out simultaneously. An example in accordance with the in vention is described below with reference to the accompanying drawings, in which: Figure 1 shows an end view of part of a railway rail-and-fastening assembly, Figure 2 shows a plan view of the same part of the assembly as Figure 1, and Figure 3 shows an end view of the complete assembly. Referring to Figures 1 and 2, the illustrated assembly includes a rail tie 1 made of rolled sheet steel and in the conventional shape of a flat-bottomed trough inverted. In each half of the length of the tie (only one half being shown) there is a projection in the form of a lug 2 which has been pressed out of the material of the top 3 of the tie (i.e. the base of the trough). There is also in each half of the length of the tie a portion in the form of a rib 4 which has been pressed out of the material of the top of the tie. Each rib forms a horizontal passageway 5 closed at the top, open at both ends and perpendicular to the length of the tie. On each half of the length of the tie rests a rail 6, having a flange 7 at its bottom, which stands on a support surface on the tie, the lug 2 in that half of the tie having, proceeding from its root to its tip, firstly a part 2A extending up the edge of one side of the flange at an angle of more than 600 to the horizontal and then a part 2B which lies above and close to that side of the flange and extends upwardly at an angle of less than 300 to the horizontal. The passageway 5 in that half of the sleeper is beside the edge of the flange on the other side of the flange and is parallel to the rail. Two rail clips 8 are used to hold the rails to the tie, each having been made by bending a steel rod of circular cross-section, a substantially straight leg 8A of each clip being in a respective one of the passageways 5, a portion 8B of each clip bearing downwardly on the flange of a respective one of the rails and a portion 8C of each clip bearing downwardly on a respective fixed surface 9 which, as seen from the associated rail, is beyond the associated passageway 5, the surface 9 being part of the top of the sleeper. The illustrated lug 2 is integral with the top of the tie and joined to it on one side of the above-mentioned support surface and the illustrated rib 4 is on the opposite side of the support surface and is like-wise integral with the top of the tie. It projects higher than said support surface and locates that edge of the illustrated rail flange which is remote from the projection 2 and from the other rail. The illustrated tie can be used with a rail having a narrower flange, the left-hand edge of which, in contrast to what is shown in the drawing, will not extend to the junction between the parts 2A and 2B of the projection 2. The rib 4 is such that a straight rod of circular cross-section 1 centimetre in diameter can pass through the passageway 5 and project out of both ends of it without touching the top of the tie at either end of the rib. Figure 3 shows ends A and B of the tie and the two rails, two lugs, two ribs, two passageways and two clips, in the one case with the prefix 1 and in the other case with the prefix 2 before the reference numerals used in Figures 1 and 2. It is to be noted that the lugs 12 and 22 are between the passageways 15 and 25. The lugs 12 and 22 prevent the rails tipping so that the distance between the tops of the rails increases, i.e. the gauge of the railway track increases. WHAT WE CLAIM IS:-
1. A rail tie comprising: first and second support surfaces on each of which a flange at the bottom of a railway rail is to stand; first and second projections which are fixed with respect to the remainder of the tie and joined to it, the first projection being associated with and on one side of said first support surface and the second projection being associated with and on one side of said second support surface, part of each projection being higher than its associated support surface and such that it can lie above, and close to, the top of one side of the rail flange when the flange stands on said associated support surface; and first and second portions, associated with and on the opposite sides of said first and second support surfaces respectively, each of which portions is fixed with respect to the remainder of the tie and projects higher than the associated support surface for locating the edge of the other side of the rail flange and forms a substantially horizontal passageway substantially perpendicular to the length of the rail tie, each of said passageways being closed at the top and open at least at one end and being suitable for receiving part of the rail clip for holding the rail down on the tie, the two projections being
between the two passageways.
2. A rail tie according to claim 1, in which each of said projections, proceeding from its root to its tip, first extends upwardly at a first angle to the horizontal and then extends upwardly at a second and smaller angle to the horizontal.
3. A rail tie according to claim 2, in which said first angle is more than 600 and said second angle is less than 300.
4. A rail tie according to claim 1, 2 or 3, which is made of rolled sheet steel and is in the form of a flat-bottomed trough inverted, each of said projections being a lug pressed out of the material of the top of the tie and integral with it, leaving a hole in the top of the tie beneath the lug.
5. A rail tie according to any preceding claim, which is made of rolled sheet steel and is in the form of a flat-bottomed trough inverted, each of said portions being a rib pressed out of the material of the top of the tie and integral with it.
6. A rail tie according to claim 1, 2 or 3, which is made of rolled sheet steel and is in the form of a flat-bottomed trough inverted, each of said projections being a lug pressed out of the material of the top of the tie and integral with it, leaving a hole in the top of the tie beneath the lug, and each of said portions being a rib that was pressed out of the material of the tie simultaneously with a said lug, said ribs also being integral with the material of the top of the tie.
7. A railway rail-and-fastening assembly comprising a rail tie having first and second support surfaces; a first railway rail having at its bottom a flange standing on said first support surface and a second railway rail having at its bottom a flange standing on said second support surface; first and second projections which are fixed with respect to the remainder of the tie and are joined to it, the first projection being associated with and on one side of said first support surface and the second projection being associated with and on one side of said second support surface, part of each projection being higher than its associated support surface and lying above, and close to, the top of one side of the rail flange standing on its associated support surface; first and second portions associated with and on the opposite sides of said first and second support surfaces respectively, each of which portions is fixed with respect to the remainder of the tie and projects higher than the associated support surface for locating the edge of the other side of the rail flange standing on its associated support surface and forms a substantially horizontal passageway substantially perpendicular to the length of the rail tie, each of the first and second passageways being closed at the top and open at least at one end; and a first rail clip having a first part in the first passageway and a second part pressing downwardly on the top of said other side of the first rail flange and a second rail clip having a first part in the second passageway and a second part pressing downwardly on the top of said other side of the second rail flange, the two projections being between the two passageways.
8. An assembly according to claim 7, in which each of said projections, proceeding from its root to its tip, first extends upwardly at a first angle to the horizontal and then extends upwardly at a second and smaller angle to the horizontal.
9. An assembly according to claim 8, in which said first angle is more than 600 and said second angle is less than 300.
10. An assembly according to claim 7, 8 or 9, in which the tie is made of rolled sheet steel and is in the form of a flat-bottomed trough inverted, each of said projections being a lug pressed out of the material of the top of the tie and integral with it, leaving a hole in the top of the tie beneath the lug.
11. An assembly according to claim 7, 8, 9, or 10 in which the tie is made of rolled sheet steel and is in the form of a flat-bottomed trough inverted, each of said portions being a rib pressed out of the material of the top of the tie and integral with it.
12. A rail tie, substantially as described above with reference to the accompanying drawings.
13. A railway rail-and-fastening assembly substantially as described above with reference to the accompanying drawings.
GB22174/76A 1976-05-27 1976-05-27 Rail tie and a railway rail-and-fastening assembly employing Expired GB1571104A (en)

Priority Applications (4)

Application Number Priority Date Filing Date Title
GB22174/76A GB1571104A (en) 1976-05-27 1976-05-27 Rail tie and a railway rail-and-fastening assembly employing
ZA00773114A ZA773114B (en) 1976-05-27 1977-05-24 A railway sleeper and a railway rail-and-fastening assembly employing it
AU25491/77A AU511116B2 (en) 1976-05-27 1977-05-25 Railway sleeper
CA279,194A CA1078800A (en) 1976-05-27 1977-05-26 Railway sleeper and a railway rail-and-fastening assembly employing it

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB22174/76A GB1571104A (en) 1976-05-27 1976-05-27 Rail tie and a railway rail-and-fastening assembly employing

Publications (1)

Publication Number Publication Date
GB1571104A true GB1571104A (en) 1980-07-09

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Family Applications (1)

Application Number Title Priority Date Filing Date
GB22174/76A Expired GB1571104A (en) 1976-05-27 1976-05-27 Rail tie and a railway rail-and-fastening assembly employing

Country Status (4)

Country Link
AU (1) AU511116B2 (en)
CA (1) CA1078800A (en)
GB (1) GB1571104A (en)
ZA (1) ZA773114B (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2124282A (en) * 1982-07-28 1984-02-15 Wincobank Foundry And Engineer Rail fastening
GB2129470A (en) * 1982-11-01 1984-05-16 Alan Walter Briggs Rail sleeper and fastening
CN106120488A (en) * 2016-08-16 2016-11-16 中国建筑第五工程局有限公司 Electromobile sleeper for shield-tunneling construction
CN109235161A (en) * 2018-10-17 2019-01-18 中建八局轨道交通建设有限公司 Horizontal connection device and device for fixing running tracks for sleeper in shield tunnel

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2124282A (en) * 1982-07-28 1984-02-15 Wincobank Foundry And Engineer Rail fastening
GB2129470A (en) * 1982-11-01 1984-05-16 Alan Walter Briggs Rail sleeper and fastening
CN106120488A (en) * 2016-08-16 2016-11-16 中国建筑第五工程局有限公司 Electromobile sleeper for shield-tunneling construction
CN109235161A (en) * 2018-10-17 2019-01-18 中建八局轨道交通建设有限公司 Horizontal connection device and device for fixing running tracks for sleeper in shield tunnel

Also Published As

Publication number Publication date
AU511116B2 (en) 1980-07-31
CA1078800A (en) 1980-06-03
AU2549177A (en) 1978-11-30
ZA773114B (en) 1978-04-26

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Legal Events

Date Code Title Description
PS Patent sealed
PCNP Patent ceased through non-payment of renewal fee