EP3426842B1 - Procédé de rénovation par segments d'une voie ferrée - Google Patents

Procédé de rénovation par segments d'une voie ferrée Download PDF

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Publication number
EP3426842B1
EP3426842B1 EP17703923.7A EP17703923A EP3426842B1 EP 3426842 B1 EP3426842 B1 EP 3426842B1 EP 17703923 A EP17703923 A EP 17703923A EP 3426842 B1 EP3426842 B1 EP 3426842B1
Authority
EP
European Patent Office
Prior art keywords
rail
sleepers
sleeper
connecting member
fastening means
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
EP17703923.7A
Other languages
German (de)
English (en)
Other versions
EP3426842A1 (fr
Inventor
Stefan STÖLNBERGER
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.)
Plasser und Theurer Export Von Bahnbaumaschinen GmbH
Original Assignee
Plasser und Theurer Export Von Bahnbaumaschinen GmbH
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.)
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Publication date
Application filed by Plasser und Theurer Export Von Bahnbaumaschinen GmbH filed Critical Plasser und Theurer Export Von Bahnbaumaschinen GmbH
Publication of EP3426842A1 publication Critical patent/EP3426842A1/fr
Application granted granted Critical
Publication of EP3426842B1 publication Critical patent/EP3426842B1/fr
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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
    • 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
    • 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
    • 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
    • E01B29/06—Transporting, laying, removing or renewing sleepers
    • E01B29/09—Transporting, laying, removing or renewing sleepers under, or from under, installed rails
    • E01B29/13—Transporting, laying, removing or renewing sleepers under, or from under, installed rails for moving sleepers in a direction parallel to the rails, e.g. for spacing or aligning them
    • 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

Definitions

  • the invention relates to a method for a partial renovation of a track having rails, sleepers and original rail fastening means, a group of adjacent sleepers being shifted in a longitudinal direction of the rails in such a way that a gap is created for the implementation of sleepers and / or for unhindered ballast cleaning.
  • WO 2012/095152 A1 a method for rehabilitating a track in sections is known, a group of adjacent sleepers being displaced in a longitudinal direction of the rails in such a way that a gap is created for the implementation of sleepers and / or for unhindered ballast cleaning.
  • the object of the present invention is to create a method of the type mentioned at the outset with which a simplification of track renovation in sections is possible.
  • Fig. 1 a view in a rail longitudinal direction of two rail fastening means connecting a sleeper to a rail
  • Fig. 2 a plan view of both rail fasteners
  • Fig. 3, 4 each a simplified side view of a track.
  • the apparent threshold 1 is connected to a rail 3 by specially designed rail fastening means 2.
  • rail fastening means 2 For the sake of simplicity, only one rail 2 of a track 4 is shown here.
  • the second rail 2, not shown, of the track 4 is also connected to the sleeper 1 by two such rail fastening means 2.
  • Each rail fastening means 2 consists of a screw connection 5 for fastening a connecting member 8, which makes contact with a rail foot 7 of the rail 3 through a contact element 6, on the sleeper 1.
  • the contact element 6 of the connecting member 8 is designed as a roller body 10 rotatable about an axis 9 for rolling on the rail 3 in a rail longitudinal direction 11.
  • the screw connection 5 is anchored in a bore in the sleeper 1, which is usually used to fasten one of the many known rail fastenings.
  • a free end 12 of the connecting link 8 provided for a position above the rail foot 7 is arranged centrally between two rolling elements 10 provided for rolling on the rail foot 7.
  • a clamping device 13 for producing a non-positive connection between the connecting link 8 and the rail foot 7.
  • the clamping device 13 embodied here as a screw, for example, could also be configured as an eccentric or the like.
  • the rail fastening means 2 of a group of adjacent sleepers 1 assigned to each rail 3 are connected to one another by a variable-length connecting element 14, preferably a chain.
  • a length I of the connecting element 14 arranged between the rail fastening means 2 of two adjacent sleepers 1 is designed to correspond to a sleeper spacing of the track 4.
  • the connecting element 14 could alternatively, for example, also be designed such that it can be extended telescopically.
  • a group of adjacent sleepers 1 is shifted in the longitudinal direction 11 of the rails in such a way that a gap 15 is created for the implementation of sleepers 1 and / or for unhindered ballast cleaning (see Fig. Fig. 3 ).
  • the original rail fastening means are removed and alternatively replaced by the in Figs. 1 and 2 . described rail fastening means 2 replaced.
  • These can now, together with the associated sleeper 1, very easily be unrolled or shifted by hand on the rails 3 in their longitudinal direction in order to create the vacant lot 15 required for the track renovation (see Fig. Fig. 4 ).
  • the sleeper 1 can optionally be positively connected to the rails 3 by actuating the clamping device 13 designed as a screw, in order to reliably prevent further, unintentional movement.
  • the sleepers 1 connected to the rail fastening means 2 according to the invention - after cleaning the ballast stored in the construction gap 15 - are again moved back to their starting position ( s. Fig. 4 ).
  • the sleepers 1 are not renewed until the next day in a further refurbishment phase, whereby - as already mentioned - the gap 15 now required for a sleeper implementation is created by moving a group of sleepers 1.
  • a connecting element 14 which is preferably designed as a chain. It is therefore only necessary to grasp the threshold 1 adjoining the construction gap 15 and move it back into its original position. Since the rolling resistance is very low as a result of the rolling elements 10, this shift can easily be carried out manually by a worker.
  • the adjacent thresholds 1 of the group connected to one another by the connecting elements 14 are automatically drawn into their respective original position. As a result of the length I of each connecting element 14, which is determined to be a threshold distance, it is ensured that the correct threshold distance is automatically present when the thresholds 1 are shifted back.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)

Claims (3)

  1. Procédé pour un assainissement par sections d'une voie ferrée (4) présentant des rails (3), traverses (1) et moyens de fixation de rail d'origine, dans lequel un groupe de traverses voisines (1) est décalé dans une direction longitudinale de rail (11) de telle sorte qu'un espace (15) pour le passage de traverses (1) et/ou pour un nettoyage de ballast libre apparaît, caractérisé en ce que pour un coulissement simplifié des traverses (1) par rapport aux deux rails (3), les moyens de fixation de rail d'origine (2) sont retirés et remplacés en remplacement par des moyens de fixation de rail (2) qui sont déroulables sur le rail (3) dans sa direction longitudinale, dans lequel les moyens de fixation de rail (2) se composent d'une connexion vissée (5) pour la fixation d'un organe de connexion (8) venant en contact avec un patin de rail (7) du rail (3) par un élément de contact (6) sur une des traverses (1), dans lequel l'élément de contact (6) de l'organe de connexion (8) est réalisé en tant que corps de roulement (10) rotatif autour d'un axe (9) pour le déroulement sur le rail (3) dans une direction longitudinale de rail.
  2. Procédé selon la revendication 1, caractérisé en ce qu'une extrémité libre (12) de l'organe de connexion (8) prévue pour une position au-dessus du patin de rail (7) est disposée au centre entre deux corps de roulement (10) prévus pour le déroulement au niveau du patin de rail (7), dans lequel un dispositif de serrage (13) est disposé au niveau de l'organe de connexion (8) pour la réalisation d'une connexion entraînée par adhérence entre organe de connexion (8) et patin de rail (7), et dans lequel la traverse (1) est connectée aux rails (3) de manière entraînée par adhérence après son coulissement par actionnement du dispositif de serrage (13).
  3. Procédé selon la revendication 1 ou 2, caractérisé en ce que les moyens de fixation de rail (2) associés chacun à une traverse (1) d'un groupe de traverses (1) sont connectés l'un à l'autre par un élément de connexion (14) de longueur variable, de préférence une chaîne, dans lequel une longueur (1) de l'élément de connexion (14) disposé entre des traverses voisines (1) est réalisée pour correspondre à un espacement de traverses de la voie ferrée, dans lequel la traverse (1) adjacente à un espace (15) est détectée pour un coulissement vers l'arrière des traverses (1) et coulissée vers l'arrière dans sa position d'origine, dans lequel les traverses adjacentes du groupe connectées l'une à l'autre par les éléments de connexion (14) sont automatiquement entraînées dans leur position d'origine respective.
EP17703923.7A 2016-03-07 2017-02-08 Procédé de rénovation par segments d'une voie ferrée Active EP3426842B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
ATA119/2016A AT518071B1 (de) 2016-03-07 2016-03-07 Schienenbefestigungsmittel und Verfahren für ein abschnittweises Sanieren eines Gleises
PCT/EP2017/000176 WO2017153031A1 (fr) 2016-03-07 2017-02-08 Moyen de fixation de rail et procédé de rénovation par segments d'une voie ferrée

Publications (2)

Publication Number Publication Date
EP3426842A1 EP3426842A1 (fr) 2019-01-16
EP3426842B1 true EP3426842B1 (fr) 2020-11-11

Family

ID=57995170

Family Applications (1)

Application Number Title Priority Date Filing Date
EP17703923.7A Active EP3426842B1 (fr) 2016-03-07 2017-02-08 Procédé de rénovation par segments d'une voie ferrée

Country Status (6)

Country Link
EP (1) EP3426842B1 (fr)
JP (1) JP6887437B2 (fr)
CN (1) CN108713080B (fr)
AT (1) AT518071B1 (fr)
ES (1) ES2840001T3 (fr)
WO (1) WO2017153031A1 (fr)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111535097B (zh) * 2020-05-19 2021-09-14 中国铁路成都局集团有限公司成都工务段 轨枕挡肩修复模具
CN114290259B (zh) * 2021-12-24 2023-04-07 武汉大学 水射流修复不同类型钢轨试验的自适应夹具及夹持方法

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2527494A1 (de) * 1975-06-20 1976-12-23 Harald Kracke Schienenbefestigung

Family Cites Families (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2875954A (en) * 1956-01-27 1959-03-03 Arthur I Appleton Rail anchor
JP2756425B2 (ja) * 1995-05-01 1998-05-25 細川 誠二 レール転倒防止装置
CN2416132Y (zh) * 2000-05-16 2001-01-24 戴树行 道岔尖轨密贴稳定装置
US6655296B2 (en) * 2001-04-11 2003-12-02 Franz Plasser Bahnbaumaschinen-Industriegesellschaft M.B.H. Method of renewing damaged ties of a track
JP4947927B2 (ja) * 2005-06-27 2012-06-06 保線機器整備株式会社 台車
JP4912050B2 (ja) * 2006-06-16 2012-04-04 西日本旅客鉄道株式会社 転てつ減摩器
JP4943792B2 (ja) * 2006-09-19 2012-05-30 保線機器整備株式会社 軌道用台車及びラダー型枕木の運搬装置
JP4911394B2 (ja) * 2010-08-05 2012-04-04 高橋 正次 Ｐｃ枕木の移動台車
AT510423B1 (de) * 2011-01-11 2012-04-15 Franz Plasser Bahnbaumaschinen-Industriegesellscha Verfahren und fahrzeug zum abschnittsweisen ersatz von altschwellen eines gleises durch neuschwellen
ES2398992B1 (es) * 2011-04-14 2014-06-17 Administrador De Infraestructuras Ferroviarias (Adif) Piezas de guiado de carriles ferroviarios sin juntas en curvas durante la operación de liberación de tensiones longitudinales en el carril.
CN202416096U (zh) * 2011-12-19 2012-09-05 中铁二局股份有限公司 用于群枕式铺轨机组的轨枕匀设装置
CN103161103B (zh) * 2011-12-19 2015-05-13 中铁二局股份有限公司 用于群枕式铺轨机组的轨枕匀设装置及匀设施工方法

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2527494A1 (de) * 1975-06-20 1976-12-23 Harald Kracke Schienenbefestigung

Also Published As

Publication number Publication date
EP3426842A1 (fr) 2019-01-16
ES2840001T3 (es) 2021-07-06
AT518071B1 (de) 2017-07-15
WO2017153031A1 (fr) 2017-09-14
JP2019507836A (ja) 2019-03-22
JP6887437B2 (ja) 2021-06-16
AT518071A4 (de) 2017-07-15
CN108713080B (zh) 2021-08-24
CN108713080A (zh) 2018-10-26

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