WO2015155404A1 - Éclisse pour rails - Google Patents
Éclisse pour rails Download PDFInfo
- Publication number
- WO2015155404A1 WO2015155404A1 PCT/ES2015/070293 ES2015070293W WO2015155404A1 WO 2015155404 A1 WO2015155404 A1 WO 2015155404A1 ES 2015070293 W ES2015070293 W ES 2015070293W WO 2015155404 A1 WO2015155404 A1 WO 2015155404A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- rails
- parts
- joined
- clamping element
- rail
- 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
- E01B11/00—Rail joints
- E01B11/02—Dismountable rail joints
- E01B11/08—Angle fishplates
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B11/00—Rail joints
- E01B11/02—Dismountable rail joints
- E01B11/10—Fishplates with parts supporting or surrounding the rail foot
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B11/00—Rail joints
- E01B11/02—Dismountable rail joints
- E01B11/36—Fastening means for fishplates
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B29/00—Laying, rebuilding, or taking-up tracks; Tools or machines therefor
- E01B29/16—Transporting, laying, removing, or replacing rails; Moving rails placed on sleepers in the track
- E01B29/17—Lengths of rails assembled into strings, e.g. welded together
Definitions
- the invention relates to a flange that allows the joining of the ends of two attached rails. This union is temporary while the works prior to the welding of the rails are carried out to form the track.
- sections of rails of a certain length are spliced, for example 270 m, which are subsequently welded. Before welding them, it is necessary to perform a certain type of work on the track, such as batting the ballast, for which the sections must remain joined by joining flanges.
- connection flanges are known in the state of the art, however they do not offer a guarantee of adequate bonding and stability during the performance of the work on the track, especially during the performance of the batting. This is due to the fact that the known devices make a connection of the adjacent rails in the area of the rail skate, this area of the rail being in the area of influence of the bats.
- the joint flange object of the invention ensures relative stability between the ends of the rails that are joining while allowing the track assembly operations prior to the welding of the rails to overcome the disadvantages described above.
- Each stabilizer pieces each adapted to be located longitudinally to both rails to join. Said pieces comprise an upper internal surface and a lower internal surface adapted to be in contact with the root of the head and the root of the skate of the rails to be joined. The surface of the head and the skate next to the soul of the rail are understood as root.
- a first and a second clamping element each can be placed on one of the rails to be joined in contact with the external face of both stabilizer pieces and intended to press both stabilizer pieces towards the rails to be joined.
- the stabilizer parts hold e! lane in the area of! soul, zone that is not in the zone of influence of the batting works.
- the support is carried out by the root of both its head and its skate so that both rails remain united in a stable way and without pitching during the work done on the track.
- Figure 1 shows a cross section of an exemplary embodiment of the joint flange object of the invention.
- Figure 2 shows an elevation view of the connecting flange of the embodiment example of Figure 1.
- FIG. 1 An embodiment example of the flange object of the invention is shown in figures 1 and 2, more specifically in figure 1 both stabilizer parts (1 1) with their upper (12) and lower (13) internal surface located in contact with the root (5) of the head (2) and with the root of the base (6) of the skate (4) of one of the rails (1) to be joined.
- the upper (12) and lower (13) internal surface of the stabilizer parts (1 1) comprise a decreasing section towards the core (3) of the rail (1) antagonistic to the section of the root of the head (2) and of the skate (4) so that the stabilizing parts (11) and the rail (1) have a wide contact surface and also by increasing the tightening of said stabilizing parts (1 1) against the rail (1) the interlocking thereof (1 1) and said contact surface is increased.
- FIGS 1 and 2 are also shown one of the clamping elements (14) therefore linked to one of the rails (1) to be joined.
- the clamping element (14) is in contact with the outer face of both stabilizer parts (11) and presses both stabilizer parts (11) against the rail (1). More specifically, the clamping element (1 1) is located on the outer face of both stabilizer parts (11) at the height of the core (3) of the rail (1) in two recesses (18) for the accommodation of two projections (19 ) of the clamping element AND!
- Clamping element (14) comprises an extension that embraces the skid (4) of the rail (1) and therefore surrounds it (4). Alternatively, the clamping element (14) could have an extension that would hug the head (2) of the rail (1).
- the clamping element (14) comprises two symmetrical parts (15, 16), each of them in contact with one of the stabilizing parts (11) and therefore pressing it (11 ) on the rail (1).
- a clamping screw (17) which, in the example of embodiment shown, crosses both symmetrical parts (15, 16) through the bottom of the rail (4) of the rail ( one).
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Mutual Connection Of Rods And Tubes (AREA)
- Clamps And Clips (AREA)
Abstract
Éclisse (10) pour rails (1) comprenant: des pièces stabilisatrices (11) respectives, conçue pour être placées longitudinalement par rapport aux rails (1) à joindre, comprenant une surface interne supérieure (12) et une surface interne inférieure (13) conçues pour être placées en contact avec la base (5) du champignon (2) et la base (6) du patin (4) des rails (1) à joindre, un premier et un second élément de serrage (14) pouvant se placer chacun sur un des rails (1) à joindre, en contact avec la face externe de chacune des pièces stabilisatrices (11) et destinés a presser les deux pièces stabilisatrices (11) contre les rails (1) à joindre.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ES201430547A ES2550902B1 (es) | 2014-04-11 | 2014-04-11 | Brida de unión para carriles |
ESP201430547 | 2014-04-11 |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2015155404A1 true WO2015155404A1 (fr) | 2015-10-15 |
Family
ID=54287348
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/ES2015/070293 WO2015155404A1 (fr) | 2014-04-11 | 2015-04-13 | Éclisse pour rails |
Country Status (2)
Country | Link |
---|---|
ES (1) | ES2550902B1 (fr) |
WO (1) | WO2015155404A1 (fr) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US10612195B2 (en) * | 2014-04-11 | 2020-04-07 | Ferrovial Agroman, S.A. | Procedure for laying railway tracks |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110886154A (zh) * | 2019-12-04 | 2020-03-17 | 中国矿业大学 | 一种加强型钢轨连接头 |
Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1353653A (en) * | 1920-05-25 | 1920-09-21 | Harnsberger John Hopkins | Rail-joint-coupling device |
US1740359A (en) * | 1927-11-22 | 1929-12-17 | William V Hatten | Rail clamp and brace |
DE2952734A1 (de) * | 1979-12-29 | 1981-07-02 | Horst 5620 Velbert Sondermann | Schraubzwinge |
WO2010103147A1 (fr) * | 2009-03-10 | 2010-09-16 | Administrador De Infraestructuras Ferroviarias (Adif) | Système d'éclissage rapide pour rails de chemin de fer |
CN201671023U (zh) * | 2010-06-02 | 2010-12-15 | 株洲长远铁路建机有限公司 | 一种夹轨器 |
ES1073783U (es) * | 2010-03-09 | 2011-02-14 | Administrador De Infraestructuras Ferroviarias (Adif) | Sistema de embridado rapido para carriles de ferrocarril. |
CN202809409U (zh) * | 2012-07-18 | 2013-03-20 | 武汉路友科技有限责任公司 | 自锁式铁路钢轨夹板紧固器 |
-
2014
- 2014-04-11 ES ES201430547A patent/ES2550902B1/es not_active Expired - Fee Related
-
2015
- 2015-04-13 WO PCT/ES2015/070293 patent/WO2015155404A1/fr active Application Filing
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1353653A (en) * | 1920-05-25 | 1920-09-21 | Harnsberger John Hopkins | Rail-joint-coupling device |
US1740359A (en) * | 1927-11-22 | 1929-12-17 | William V Hatten | Rail clamp and brace |
DE2952734A1 (de) * | 1979-12-29 | 1981-07-02 | Horst 5620 Velbert Sondermann | Schraubzwinge |
WO2010103147A1 (fr) * | 2009-03-10 | 2010-09-16 | Administrador De Infraestructuras Ferroviarias (Adif) | Système d'éclissage rapide pour rails de chemin de fer |
ES1073783U (es) * | 2010-03-09 | 2011-02-14 | Administrador De Infraestructuras Ferroviarias (Adif) | Sistema de embridado rapido para carriles de ferrocarril. |
CN201671023U (zh) * | 2010-06-02 | 2010-12-15 | 株洲长远铁路建机有限公司 | 一种夹轨器 |
CN202809409U (zh) * | 2012-07-18 | 2013-03-20 | 武汉路友科技有限责任公司 | 自锁式铁路钢轨夹板紧固器 |
Non-Patent Citations (2)
Title |
---|
DATABASE WPI Week 201117, Derwent World Patents Index; Class q21, AN 2011-a71125 * |
DATABASE WPI Week 201355, Derwent World Patents Index; Class q21, AN 2013-k90002 * |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US10612195B2 (en) * | 2014-04-11 | 2020-04-07 | Ferrovial Agroman, S.A. | Procedure for laying railway tracks |
Also Published As
Publication number | Publication date |
---|---|
ES2550902A1 (es) | 2015-11-12 |
ES2550902B1 (es) | 2016-09-08 |
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