WO2014177835A1 - A railway rail fastening clip - Google Patents
A railway rail fastening clip Download PDFInfo
- Publication number
- WO2014177835A1 WO2014177835A1 PCT/GB2014/050988 GB2014050988W WO2014177835A1 WO 2014177835 A1 WO2014177835 A1 WO 2014177835A1 GB 2014050988 W GB2014050988 W GB 2014050988W WO 2014177835 A1 WO2014177835 A1 WO 2014177835A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- rail fastening
- railway rail
- curvature
- fastening clip
- subportion
- Prior art date
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B9/00—Fastening rails on sleepers, or the like
- E01B9/02—Fastening rails, tie-plates, or chairs directly on sleepers or foundations; Means therefor
- E01B9/28—Fastening on wooden or concrete sleepers or on masonry with clamp members
- E01B9/30—Fastening on wooden or concrete sleepers or on masonry with clamp members by resilient steel clips
- E01B9/303—Fastening on wooden or concrete sleepers or on masonry with clamp members by resilient steel clips the clip being a shaped bar
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B9/00—Fastening rails on sleepers, or the like
- E01B9/02—Fastening rails, tie-plates, or chairs directly on sleepers or foundations; Means therefor
- E01B9/32—Fastening on steel sleepers with clamp members
- E01B9/34—Fastening on steel sleepers with clamp members by resilient steel clips
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B9/00—Fastening rails on sleepers, or the like
- E01B9/38—Indirect fastening of rails by using tie-plates or chairs; Fastening of rails on the tie-plates or in the chairs
- E01B9/44—Fastening the rail on the tie-plate
- E01B9/46—Fastening the rail on the tie-plate by clamps
- E01B9/48—Fastening the rail on the tie-plate by clamps by resilient steel clips
- E01B9/483—Fastening the rail on the tie-plate by clamps by resilient steel clips the clip being a shaped bar
Definitions
- the present disclosure relates to a railway rail fastening clip,- I particular, bnt not exclusively, a railway rail fastening clip comprising a portion wit a changing radius of curvature.
- the first portion 1 engages a passageway in a cli anchoring device and the third portion 3 bears on another part of the anchoring device *
- the railway rail fastening clip is in a stressed state so as to bear on the foot of the rail and hold the rail in place.
- the fastening clip is subject to vertical loads, which act on the first f third and fifth portions and resuit in stresses in the fastening clip-
- the fastening clip may be subject to lateral loads i a direction perpendicular to the
- fastening clip withstands th stresses induced by the -vertical and lateral, loads in a reliable manner.
- the present disclosure seeks to provide a railway rail fastening clip that may withstand the stresses induced by the vertical and lateral loads in a more reliable manner.
- a railway rail fastening clip comprising a rod of resilient metal which, progressing f om one and of the rod to the other end, comprises:
- the second and fourth portions comprise reverse bends which are configured such that when the cli is viewed from above in an: installed configuration, the third : an.d. fifth portions appear to be on opposite sides of an axis of the first portion,
- the fourth portion comprises first and second subpcrtionS; midlines of the first and second snbportions having first and second radii of curvature respectively in a plane substantially defined by the fourth portion,, the first radius of curvature being greater han the second radius: of curvature.
- the first subportion of the fourth, portion may be any one of the first subportion of the fourth, portion.
- the second subportion of the fourth portion may be at o near th geometric apex of the fourth portion.
- the second subportion of the fourth portion may be spaced apart from a midpoint of the fourth, portion.
- the midpoin may be half wa between the third and fifth portions.
- the second subportio of the fourth portion may be closer to th fifth portion than the third portion,
- the fourth portion may further comprise a third subportion.
- the third subportio may have a third radius o curvature.
- the third subportion of the fourth portion may be
- the third radius of curvature may foe greater than the second radius of
- the first subportion: of the fourth portion may be adjacent to the third portion.
- the second subportion of the fourth portion may be ad acent to the fifth portion.
- the third subportion of the fourth portion may be adjacent to the fifth portion, e.g. with the third subportion between th second subportion and the fifth portion.
- the first radius of eurvature may be greater than half of the distance between midlines of the third and fifth portions,.
- the first radius of curvature may be greater than or equal to 55% of the distance betwee midlines of the third and fifth portions.
- curvature may e greater than o equal to 60% of the distance between jjiidlines of the third and fifth portions.
- the second radius of curvature may be lees than half of the distance between T3 ⁇ 4
- the second radius of curvature may be less tha or equal to 451 of the distance between midllnea of the third and fifth portions.
- the second radius of curvatur may be les:s tha or sqnai to Q.% of the distance between midlines of the third and fifth portions,
- the distance between midlines of the third and fifth portions may be measured at ends of the third and the fifth portions adjacent to the fourth portion.
- the fourth portion m y be shaped, so as to substantially lie in a plane.
- the fourth portion, plane may be angled with respect to a horizontal plane when the rail fastening clip is in n installed configuration *
- the rod may have a. length less : than 20 times its thickness. l.n particular, the rod may have a length less than 18 times its thickness.
- the sufoportions of the fourth portion may have different centres of rotation .
- a transition between the first anil second sabpo tiona of the fourth portion may foe at a point wa f om either end of the fourth portion >
- a railway rail fastening ssembly may comprise the above-- mentioned railway rail fastening clip.
- Figure 1 shows a side view of a previously-proposed railway rail fastening clip taken, in the direction of arrow I in Figure 2;
- Figure 2 shows an end view of the same clip, taken in the direction of arrow 11 in Figure 1;
- Figure 3 shows a plan view of the s m clip;
- Figure 4 shows a side view of a railway rail fastening clip according to an. embodiment of the present invention taken in the direction of arrow V in Figure 5;
- Figure 5 shows an end view of th clip according to the embodiment of the present invention, taken in the direction of arrow IV in Figure 4;
- Figure 6 shows a plan view of the clip according to the embodiment of the present invention;
- Figure 7 sho»?s a iew of the clip according to the
- Figure 8 shows stress contour lines for the previously- proposed clip ( Figure 8 (a) ⁇ and the cli according to. the embodiment of the present invention ( Figure 8(b)) . beta.i1.ed . JPescriptjon
- the first and fifth portions 11, 15 are substantially straight.
- the second and fourth portions 12, 1 comprise reverse bends, which are configured such that when the clip is vi wed frors above in an installed
- the third and fifth portions 13, 15 appear to be on opposite sides of a midline 21 o the first portion XI, In other words, the average radius of curvature for the fourth portion 14 is greater than, that for the second portion 1.2, ?
- a midline 24 of the fourth portion 14 substantially lies in. a plane F which is angled wits respect to a horizontal plane H when in the installed co.nfiguration - ( Figure ? is a view of the fourth portion 14 normal to the plane P of the fourth portion,)
- the third portion 13 may om rise: a subportion 13a adjacent to the second portion 12, and a subportion 13b adjacent to the fourth portio 1 ,
- the subpoxtions 13a, 13b may be d, e,g. in different planes, so as. to provide a transition from the second portion 12 to the fourth portion 14.
- the subportion 13 may bend from the plane of Che second portion 12 to the plane P is which the fourth portion substantially lies.
- the fifth portion 15 is configured to bear down on a rail (not shown), either directly or via an insulator.
- the fifth portion 15 may comprise a flattened face 15a for contacting the rail.
- the third portion 13 may bear down on an anchoring device (not shown) and the first portion 11 may reside in. a receiving portion,- e.g. bore of the anchoring device, Alternatively, the clip 10 may be orientated the other way round, with the third and fifth portions ll, 15 bearing down on the rail and the anchoring device respectively,
- the rod 20 may deform when installed so as to provide a force bearing down on the rail, Accordingly, the rod 20 may be made of metal, e.g. a resilient metal.
- the clip 10 may be formed by bending the rod 20 about one or more for .ers. In terms of its dimensions, the rod 20 may have a length approximatel 17.9 times its thickness. As best depicted in Figure 7, the fourth portion 1
- the subportion 14a of the fourth portion 14 may be adjacent to the third portion 13.
- the second subportion 14b of the fourth portion 14 laay be at or near a geometric apex of the fourth portion, e.g. the point furthest from the third and/o fifth portions 13, 15.
- a transition i4a ⁇ 14h between the first and second subportions 14 14b of the fourth portion is a a point away from either end of the fourth portion 14.
- the transition I4 ⁇ !4fo may be at or near the geometric- apex of the fourth portion 14,.
- Midlines 24a, 24b of the first and second subportions :14a, 14b have first and second radii of curvature 14a/ , 14fo* respectively in a plane substantially defined by the fourth portion, e.g. as depicted in Figure 7.
- (NB the midlines 21, 22, 23, 24, 25 of respective portions 11, 12, 13, 14, 12 of the rod 20 co res onds to a line substantiall y through the centre of the rod * ⁇
- the first radius of curvature 1 a ' is greater than the second radius of curvature 1 b' .
- the fourth portion 14 ma further comprise a third subportion 14c, however in an alternative arrangement (not shown) f the third subportion ma be emitted.
- the third subportion 14c of the fourth portion may be
- the third subportion. 14c of the fourth portion 14 may b adjacent to the fifth portion 15, Alternatively, in the case of the third subportion 14c being omitted, the second subportion i ⁇ ; of the fourth portion 14 may be adjacent to the fifth portion IS.
- a transition 14b—14c between the second and third subportions 14b, 14c of the fourth portion is at a point away from either end of the fourth portion 14.
- the midline 24c or the third subportion may have a third radius of curvature 14c' .
- the third radius of curvature T4c' may be greater than the second radius of curvature 14h' t
- the first and third radii of curvature 14a ? ⁇ 14c' " may be substantially equal.
- the first radius of curvature 14a' may be greater than half of the distance D between the midlines .23, 25 of th third and fifth portions 13, 15 where the third and fifth portions meet the fourth portion 14.
- the first radius of curvature 14a' may be greater than o equal, to 55% of the distance 0 between the midlines 23, 25 of the third and fi th, portions.
- the second radius of curvature X4b' ma e less than half of the distance D between midlines 23, 25 of the third and fifth portions.
- the second radius of curvature 14b f may be les than or equal to 45% of the distance D between midlines 23, 25 of the third and fifth portions.
- a first angle 14a' ' ' subtended by the first subportion 1.4a may be greater than a second angle i.4b' * subtended by the second subpartio - 1.4b.
- a third, angle 14c' f subtended by the third subportion 14c may fee greater than the second angle 1 ⁇ b 1 ' subtended, by the second subportion 14h,
- the first angle 14a" subtended by the first subportion 1.4a ay be greater than the third angle 1.4c' ' subtended b the third
- the length of the arc along the midline 24a forming the first subportion 14a may be greater than the length o the arc forming the second subportion 14b
- the length of the arc along the midline 24o forming the third Subportion 14c may be greater than the length of the arc forming the second subportion 14b
- the length of the arc along the midline 24a forming the first subportion 14a may be greater than the: length of the arc forming the third, subportion 14c
- the first, second and third sabportions 14a, 14fo lie : of the fourth portion 14 hav inner radii of curvature of approximat ly 40 m , 20 mm and 40 mm respectively, that is the radius of curvature from the centre of rotation, to the inner edg of th rod 20.
- these are the radii of the formers around which the rod is bent to form the subportions 14a , 14b,
- the rod 20 has a diameter of 19 m .
- the first, second and. third radii of curvature 14a' , 14b', I4 r which are measured from the respective centre of rotation to the respective, midline a, 24b, 24c of the rod 20, are approximately 49,5 m,
- the distance between the midline 23 of the third portion 13 to the midline 25 of the fifth portion .15, where they meet the fourth portion 1 is approximately 80 mm.
- the first sufoportion 14a may be subtended by first angle i4a' ? of approximately 70110 degrees
- the second sub-portion 14b may be subtended by second
- the third s foportion 14c may be subtended by a third angle 1 ⁇ " :.' ' of approximately 55110 degrees .
- othe angles may be selected for the first, second and third sufoportions.
- Figure 8(a) shows stress contours for third and fourth portions 3, 4 of a previously-proposed: railway clip
- the deflection includes a vertical component; which includes the static deflection applied to the clip upon lostalia: lee, and a dynamic lateral, component s which occurs when a train passes over a portion of the rail that the fastening cli bears down on,
- a vertical component which includes the static deflection applied to the clip upon lostalia: lee, and a dynamic lateral, component s which occurs when a train passes over a portion of the rail that the fastening cli bears down on
- the high stress region HS is in a region of the fourth portion towards the third portion 3
- Figure 8(b) shows equivalent stress contours for the third and. fourth, portions 13., 14 of a railway clip according to the embodiment of the present inventio
- the present invention therefore ⁇ advantageously reduces the stresses in the fourth portion 14. This in turn enables a itiore reliable railwa cli and/or a reduction in the diartieter of the el ip, thereby s ving material.
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Railway Tracks (AREA)
- Connection Of Plates (AREA)
- Clamps And Clips (AREA)
Abstract
Description
Claims
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2016504754A JP6143400B2 (en) | 2013-04-29 | 2014-03-27 | Fastening clip for rail |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB1307658.3 | 2013-04-29 | ||
GB1307658.3A GB2513565B (en) | 2013-04-29 | 2013-04-29 | A Railway Rail Fastening Clip |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2014177835A1 true WO2014177835A1 (en) | 2014-11-06 |
Family
ID=48626965
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/GB2014/050988 WO2014177835A1 (en) | 2013-04-29 | 2014-03-27 | A railway rail fastening clip |
Country Status (5)
Country | Link |
---|---|
JP (1) | JP6143400B2 (en) |
GB (1) | GB2513565B (en) |
HK (1) | HK1198187A1 (en) |
TW (1) | TWI621753B (en) |
WO (1) | WO2014177835A1 (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE202015106541U1 (en) | 2015-09-28 | 2016-12-29 | Vossloh-Werke Gmbh | System and attachment point for screwless fastening of a rail for a rail vehicle |
CN109554963A (en) * | 2018-11-21 | 2019-04-02 | 西南交通大学 | Spring and rail assemblies |
US10519608B2 (en) | 2016-08-12 | 2019-12-31 | Pandrol Limited | Method and apparatus for installing a rail on a tie in a railroad system |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101721049B1 (en) * | 2016-09-09 | 2017-03-29 | (주)엘더스티앤엘 | High elasticity rail fastening apparatus for ballast track for high speed travelling of rail vehicle |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB861473A (en) * | 1956-08-03 | 1961-02-22 | Lockspike Ltd | Improvements in fastening members for anchoring railway rails and in rail-fastening arrangements employing such members |
GB1154497A (en) * | 1966-03-18 | 1969-06-11 | Schmitthelm Fa Ernst | Improvements in or relating to Railway Rail Supporting and Securing Means |
Family Cites Families (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AU450012B2 (en) * | 1970-11-25 | 1974-06-12 | A device for holding downthe rail tothe sleeper | |
GB1497908A (en) * | 1975-05-07 | 1978-01-12 | Pandrol Ltd | Railway rail-fastening clip and a method and an apparatus for making a railway rail-fastening clip |
US4304359A (en) * | 1980-01-28 | 1981-12-08 | Portec, Inc. | Rail fastener |
JPH06322705A (en) * | 1993-05-17 | 1994-11-22 | Keiichi Fujie | Fastener for track rail |
GB2295178B (en) * | 1994-11-16 | 1998-04-29 | Pandrol Ltd | Railway rail fastening assemblies including resilient railway rail fastening clips and associated insulators |
TWM330310U (en) * | 2007-10-26 | 2008-04-11 | Tiger Steel Co Ltd | Rail fastener with release prevention |
-
2013
- 2013-04-29 GB GB1307658.3A patent/GB2513565B/en active Active
-
2014
- 2014-03-27 JP JP2016504754A patent/JP6143400B2/en active Active
- 2014-03-27 WO PCT/GB2014/050988 patent/WO2014177835A1/en active Application Filing
- 2014-04-28 TW TW103115110A patent/TWI621753B/en active
- 2014-11-20 HK HK14111719.1A patent/HK1198187A1/en unknown
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB861473A (en) * | 1956-08-03 | 1961-02-22 | Lockspike Ltd | Improvements in fastening members for anchoring railway rails and in rail-fastening arrangements employing such members |
GB1154497A (en) * | 1966-03-18 | 1969-06-11 | Schmitthelm Fa Ernst | Improvements in or relating to Railway Rail Supporting and Securing Means |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE202015106541U1 (en) | 2015-09-28 | 2016-12-29 | Vossloh-Werke Gmbh | System and attachment point for screwless fastening of a rail for a rail vehicle |
DE102015116345B3 (en) | 2015-09-28 | 2017-03-30 | Vossloh-Werke Gmbh | System and attachment point for screwless fastening of a rail for a rail vehicle |
WO2017054998A1 (en) | 2015-09-28 | 2017-04-06 | Vossloh-Werke Gmbh | System and fastening point for the screwless fastening of a rail for a rail vehicle |
US10472772B2 (en) | 2015-09-28 | 2019-11-12 | Vossloh-Werke Gmbh | System and fastening point for screwless fastening of a rail for a rail vehicle |
US10519608B2 (en) | 2016-08-12 | 2019-12-31 | Pandrol Limited | Method and apparatus for installing a rail on a tie in a railroad system |
CN109554963A (en) * | 2018-11-21 | 2019-04-02 | 西南交通大学 | Spring and rail assemblies |
Also Published As
Publication number | Publication date |
---|---|
GB2513565B (en) | 2020-01-15 |
GB201307658D0 (en) | 2013-06-12 |
HK1198187A1 (en) | 2015-03-13 |
JP6143400B2 (en) | 2017-06-07 |
GB2513565A (en) | 2014-11-05 |
JP2016514776A (en) | 2016-05-23 |
TW201508131A (en) | 2015-03-01 |
TWI621753B (en) | 2018-04-21 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
WO2014177835A1 (en) | A railway rail fastening clip | |
CN102481861B (en) | For the cantilever of the live electric cable of support iron route, contact line and subway line | |
CA2907941C (en) | Attachment element | |
KR101572046B1 (en) | Structure of bridg support | |
CN103669203B (en) | A kind of modulus type comb plate stretching device | |
JP2015522732A (en) | Rail fastening system for transition area | |
EP3379608A1 (en) | Connection assembly for a traction battery in particular for electric vehicles | |
JP6298668B2 (en) | Bridge girder fall prevention device | |
US3515347A (en) | Rail fastenings | |
JP4901586B2 (en) | Concrete filling composite segment | |
JP7093068B2 (en) | Arched structure | |
JP6250346B2 (en) | Lateral buckling stiffening structure of steel beam | |
EP2727792A1 (en) | Device protecting rail cars against climbing in case of a railway collision | |
JP5808715B2 (en) | Orbital slab | |
KR20130084689A (en) | Clamp for attaching a rail and system provided with such a clamp | |
US1922878A (en) | Road guard mounting | |
JP7138016B2 (en) | Fixed spring release jig | |
JP2017014709A (en) | Hook bolt and hook bolt unit | |
CN209873460U (en) | Railway line overhead unit gauge limiter | |
KR102399670B1 (en) | Expansion joint with finger plate separation prevention device | |
CN103620131A (en) | Framework for structural use | |
JP4725435B2 (en) | Wall railing cover | |
BR202015008589Y1 (en) | LOCKING DEVICE FOR A MODULAR ROW MOUNTING GROUP | |
WO2018036756A1 (en) | Device for securing façade parts | |
RU2773713C1 (en) | Device for controlling rolling stock derailment (dcrsd) and method for its installation in working position |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
121 | Ep: the epo has been informed by wipo that ep was designated in this application |
Ref document number: 14717809 Country of ref document: EP Kind code of ref document: A1 |
|
ENP | Entry into the national phase |
Ref document number: 2016504754 Country of ref document: JP Kind code of ref document: A |
|
NENP | Non-entry into the national phase |
Ref country code: DE |
|
WPC | Withdrawal of priority claims after completion of the technical preparations for international publication |
Ref document number: 1307658.3 Country of ref document: GB Date of ref document: 20151015 Free format text: WITHDRAWN AFTER TECHNICAL PREPARATION FINISHED |
|
122 | Ep: pct application non-entry in european phase |
Ref document number: 14717809 Country of ref document: EP Kind code of ref document: A1 |