EP3219850B1 - Système de traverse à coque amélioré et tronçon de voie ferrée integrant un tel système - Google Patents

Système de traverse à coque amélioré et tronçon de voie ferrée integrant un tel système Download PDF

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Publication number
EP3219850B1
EP3219850B1 EP17161670.9A EP17161670A EP3219850B1 EP 3219850 B1 EP3219850 B1 EP 3219850B1 EP 17161670 A EP17161670 A EP 17161670A EP 3219850 B1 EP3219850 B1 EP 3219850B1
Authority
EP
European Patent Office
Prior art keywords
shell
cross
peripheral wall
liner
cover
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.)
Active
Application number
EP17161670.9A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP3219850A1 (fr
Inventor
Lise PESQUEUX
Arnaud Loaec
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.)
Alstom Transport Technologies SAS
SATEBA Systeme Vagneux SAS
Original Assignee
Alstom Transport Technologies SAS
SATEBA Systeme Vagneux SAS
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 Alstom Transport Technologies SAS, SATEBA Systeme Vagneux SAS filed Critical Alstom Transport Technologies SAS
Priority to PL17161670T priority Critical patent/PL3219850T3/pl
Publication of EP3219850A1 publication Critical patent/EP3219850A1/fr
Application granted granted Critical
Publication of EP3219850B1 publication Critical patent/EP3219850B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B3/00—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails
    • E01B3/28—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from concrete or from natural or artificial stone
    • E01B3/36—Composite sleepers
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B3/00—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B3/00—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails
    • E01B3/28—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from concrete or from natural or artificial stone
    • E01B3/32—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from concrete or from natural or artificial stone with armouring or reinforcement
    • 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
    • E01B9/04—Fastening on wooden or concrete sleepers or on masonry without clamp members
    • E01B9/10—Screws or bolts for sleepers
    • 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
    • E01B9/64—Rail fastenings gripping or encircling the sleeper
    • 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
    • E01B9/68—Pads or the like, e.g. of wood, rubber, placed under the rail, tie-plate, or chair

Definitions

  • the present invention relates to a type of cross member system comprising a cross member having a lower face, and an upper face for receiving a rail fastening system, and a shell.
  • transom any type of piece of wood, metal, concrete, placed perpendicular to the railway, and intended to serve as a support for the rails, to maintain the spacing while distributing the loads. It can thus be a monobloc cross-member supporting two rails of the two rail wires, or a two-block crossbar comprising two blocks, each blochet supporting a rail of one of the rail wires, the two blocks being secured or not by a spacer.
  • the document FR2906269 A1 discloses a system of the aforementioned type, in which, as shown on the figure 1 , the hull forms a liner 6 delimiting a receiving housing of the lower portion of the cross member 12, made of concrete.
  • the bottom of the liner 6 is provided with an elastic sole 17 on which rests, completely or partially, the crosspiece 12.
  • the system is supplied assembled on the construction site of the railway. It is held in position suspended from the rails the time of pouring the concrete of a support raft of the way. Once the concrete is taken, the system is wedged in position. If the liner is secured to the raft, the crossmember can move slightly and elastically compared to the shoe, thanks to the sole 17. This allows the absorption of vibrations when passing vehicles.
  • a gasket 8 or more generally a gasket member is provided between the upper edge of the peripheral wall of the liner 6 and the side walls of the crosspiece 12. This seal serves to prevent the water or fine particles do not infiltrate inside the liner, between the boot and the crossbar, likely to block the possibility of movement of the cross.
  • the laying of this joint is a step in the manufacturing process of such a system that requires manpower. This results in a high cost of the system obtained and a quality of implementation of the seal which depends on the operator.
  • a cross member having a housing enclosing a concrete block reinforced with reinforcing beams.
  • the housing consists of a lower part and an upper part, glued to each other.
  • the upper face of the housing receives a plate fixed by tie rods, which pass through the upper part and are anchored in inserts housed inside the beams.
  • the upper part is sandwiched between the cross member and the rail support system.
  • the invention therefore aims to solve these problems.
  • the subject of the invention is a system and a section of railroad track according to the appended claims.
  • a system 10 comprises a cross member 12, a hull 13 and a rail fastening system 14.
  • the crossbar 12, rigid, is made for example of concrete. It has, in the embodiment shown, a substantially parallelepiped shape.
  • the crosspiece 12 thus has a lower face 20, an upper face 22 and four lateral faces 21 connecting the lower and upper faces between them.
  • the upper face 22 of the rigid cross member 12 comprises a zone 23 for the implantation of the rail fastening system 14.
  • this zone 23 is constituted by the bottom of a recess, of substantially square, for receiving a metal plate forming the base 41 of the rail fastening system 14.
  • the rail fastening system 14 maintains a rail 15 in position on the crosspiece 12.
  • the rail fastening system 14 comprises lag bolts 42, 43 screwed into the cross member 12 to fix the base 41 on the latter.
  • the base 41 is a rectangular-shaped plate having a width less than that of the cross-member 12 and a thickness substantially equal to the height of the recess defining the implantation zone 23 of the system 14 on the cross-member 12.
  • a plate is generally metal, but rigid plates of composite material are now available on the market. It is interposed between the rail 15 and the cross 12.
  • the rail fastening system is thus called indirect fastening system.
  • the rail fastening system 14 also comprises a pair of fasteners 44, 45 allowing, by screwing the lag screws 42, 43, to wedge the pad of the rail 15 between the fastener and the base.
  • the two fasteners 44 and 45 are placed on either side of a transverse plane of the railway and median of the crossbar 12.
  • the fastener holding the rail can be fixed other than by the retaining lug of the base.
  • the shell 13 substantially completely envelops the cross member 12 so as to define an interior receiving volume of the cross member 12 which is impervious to external aggression.
  • the shell consists of the vertical assembly of two half-shells.
  • the lower half-shell is called slipper and the upper half-shell is called cowl.
  • the liner 16 is shaped to receive the lower portion of the cross member 12.
  • the liner 16 has a bottom 60, substantially flat, and a peripheral wall 61, which rises from the bottom 60 and ends with a flange 63 free.
  • the cover 18 is shaped to cover the upper portion of the crosspiece 12.
  • the cover 18 has a ceiling 82, substantially plane, and a peripheral wall 81, which falls from the ceiling 82 and ends with a flange 85.
  • the rim 85 is provided with a flange 86 largely covering the rim 63 of the liner. This makes it possible to strongly limit, if not totally, the entry of water or dust into the interior volume delimited by the shell 13.
  • the collar 86 makes it possible to secure the cover 18 to the boot 16 by snap-fastening.
  • the shell formed by the liner and the hood defines a sealed protective volume of the rigid cross member 12.
  • the boot and the hood have a certain rigidity.
  • the cover 18 and the liner 16 are for example made by thermoforming a suitable plastic material, for example polyvinyl chloride, also called PVC, or acrylonitrile butadiene styrene, also called ABS.
  • the system 10 does not include a seal between the flange 63 of the liner 16 and the lateral faces 21 of the crosspiece 12.
  • the cover 18 is secured to the cross member 12.
  • the ceiling 82 of the cover 18 is held between the base 41 of the rail fastening system 14 and the crosspiece 12. More specifically, the ceiling 82 of the cover 18 comprises a recess 83, conjugate of the recess defining the implantation zone 23 of the system 14. In this withdrawal 83, through holes are provided to allow the insertion of lag screws 42 and 43 for fixing the system 14 on the crossbar 12. The maintenance is relatively easy since it is sufficient to separate the system of mounting rail 14 of the cross member 12 and remove the lag bolts 42 and 43 to release the cover 18, which, once detached from the shoe 16, can be replaced.
  • the hull-through system 10 comprises a resilient soleplate 17 interposed between the bottom 60 of the liner 16 and the lower surface 20 of the cross member 12. More preferably, a plurality of resilient segments 19 are interposed between the peripheral wall either slipper 16 is the hood 18 and the side faces 21 of the cross member 12.
  • the sole 17 and the segments 19 allow the absorption of vibrations at the passage of trains.
  • the hull has a relative stiffness allowing it to follow the deformations of the cross member 12.
  • a seal is held in compression between the flange 85 of the peripheral wall 81 of the cap 18 and the flange 63 of the peripheral wall 61 of the liner 20.
  • the cover 18 is fixed to the shoe 16 by riveting their edges.
  • FIG 3 a second embodiment of a transom system is shown, which corresponds to the invention.
  • an element identical to an element of the figure 2 is identified by the reference number used to locate this corresponding element on the figure 2 , while a similar element is spotted by the reference number used to locate this corresponding element increased by a hundred.
  • the rim 163 of the peripheral wall 161 of the liner 116 comprises a plane portion 162 inclined outwards, a substantially horizontal edge 165 and a fallen flange 166.
  • the flange 185 of the peripheral wall 181 of the cover 118 is intended to cooperate with the flange 163 of the peripheral wall 161.
  • the portion redan 187 has an outer face 188, intended to be applied against the flat portion 162 of the edge 163 of the liner 116. It therefore has an inclination identical to that of this flat portion 162.
  • the outer face 188 is provided with a groove, which is open towards the flat portion 162. This groove is intended to receive a seal 190.
  • the seal 190 is deformed by compression.
  • the redan conformation of the flange 185 allows, by acting on the elasticity of the material which is constituted by the cover 118, to apply a suitable compression force.
  • the edge 184 is intended to be applied against the edge 165.
  • rivets 195 are regularly disposed over the entire periphery of the shell. These rivets are inserted into holes provided on the edges 184 and 165.
  • the flanged flange 186 is intended to cover widely the fallen edge 166.
  • the ceiling 182 of the cover 118 comprises a light 183.
  • the outline of the light 183 is bent inwards so as to cooperate with the edge of the recess defining the implantation zone 23 of the fastening system. of rail 14.
  • the outline of the light 183 is shaped to engage a groove, and for example the edges of a groove, provided on the upper face of the groove. 12 crosses around the area 23 of implantation of the rail fastening system 14.
  • the groove corresponds to the recess mentioned above.
  • the liner and the hood are made of a rigid material.
  • the liner and the cover are made of a flexible material, for example rubber.
  • the liner and the bonnet are two separate parts made independently of one another and then combined to form the waterproof shell.
  • the boot and the bonnet forms a single piece, made of material, constituting the hull substantially completely enveloping the sleeper.
  • the shell is then made of a flexible and elastic material allowing, by deformation, to introduce the cross member inside the shell.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Train Traffic Observation, Control, And Security (AREA)
  • Connection Of Plates (AREA)
  • Railway Tracks (AREA)
  • Sealing Devices (AREA)
EP17161670.9A 2016-03-18 2017-03-17 Système de traverse à coque amélioré et tronçon de voie ferrée integrant un tel système Active EP3219850B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL17161670T PL3219850T3 (pl) 2016-03-18 2017-03-17 System podkładów kolejowych z ulepszoną skorupą i odcinek linii kolejowej zintegrowany z takim systemem

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR1652356A FR3048983A1 (fr) 2016-03-18 2016-03-18 Systeme de traverse a coque ameliore et troncon de voie ferree integrant un tel systeme

Publications (2)

Publication Number Publication Date
EP3219850A1 EP3219850A1 (fr) 2017-09-20
EP3219850B1 true EP3219850B1 (fr) 2019-04-24

Family

ID=56101632

Family Applications (1)

Application Number Title Priority Date Filing Date
EP17161670.9A Active EP3219850B1 (fr) 2016-03-18 2017-03-17 Système de traverse à coque amélioré et tronçon de voie ferrée integrant un tel système

Country Status (6)

Country Link
US (1) US10590609B2 (pl)
EP (1) EP3219850B1 (pl)
CN (1) CN107366198B (pl)
FR (1) FR3048983A1 (pl)
PL (1) PL3219850T3 (pl)
SA (1) SA117380502B1 (pl)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR3048983A1 (fr) * 2016-03-18 2017-09-22 Alstom Transp Tech Systeme de traverse a coque ameliore et troncon de voie ferree integrant un tel systeme
CN117090082A (zh) * 2023-08-30 2023-11-21 北京市市政工程设计研究总院有限公司 减振轨道组件、减振轨道结构及其施工、维护方法

Family Cites Families (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2693750B1 (fr) * 1992-07-20 1994-10-21 Allevard Ind Sa Dispositif de support d'un rail de chemin de fer en voie sans ballast.
US6179215B1 (en) * 1996-07-29 2001-01-30 Primix International, Llc Composite railroad crosstie
US5713518A (en) * 1996-08-01 1998-02-03 Fox; James C. Railroad cross tie and track continuity detector systems
FR2771760B1 (fr) * 1997-12-01 2000-02-18 Vagneux Traverses Beton Traverse de chemin de fer portant un chausson, et chausson pour une telle traverse
US20040191084A1 (en) * 2003-03-25 2004-09-30 Meiko Pet Corporation Double shell structure for air pumps
FR2906269B1 (fr) * 2006-09-22 2008-12-19 Alstom Transport Sa Traverse de chemin de fer
US8342420B2 (en) * 2010-10-27 2013-01-01 Roberts Jr Richard W Recyclable plastic structural articles and method of manufacture
US9346237B2 (en) * 2010-10-27 2016-05-24 Richard W. Roberts Recyclable plastic structural articles and method of manufacture
US20150330031A1 (en) * 2012-12-19 2015-11-19 Carbonloc Pty Ltd A Railway Sleeper
BR112015016724B1 (pt) * 2013-01-14 2021-12-07 Greenrail S.R.L. Dormente ferroviário de compósito e via férrea compreendendo dormente ferroviário de compósito
FR3048983A1 (fr) * 2016-03-18 2017-09-22 Alstom Transp Tech Systeme de traverse a coque ameliore et troncon de voie ferree integrant un tel systeme

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None *

Also Published As

Publication number Publication date
PL3219850T3 (pl) 2019-12-31
US20170268179A1 (en) 2017-09-21
CN107366198A (zh) 2017-11-21
US10590609B2 (en) 2020-03-17
SA117380502B1 (ar) 2021-06-07
CN107366198B (zh) 2021-03-12
FR3048983A1 (fr) 2017-09-22
EP3219850A1 (fr) 2017-09-20

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