EP0980931B2 - Procédé d'installation d'une voie ferrée - Google Patents

Procédé d'installation d'une voie ferrée Download PDF

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Publication number
EP0980931B2
EP0980931B2 EP99114454A EP99114454A EP0980931B2 EP 0980931 B2 EP0980931 B2 EP 0980931B2 EP 99114454 A EP99114454 A EP 99114454A EP 99114454 A EP99114454 A EP 99114454A EP 0980931 B2 EP0980931 B2 EP 0980931B2
Authority
EP
European Patent Office
Prior art keywords
reinforcement
sleepers
track
installing according
installing
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 - Lifetime
Application number
EP99114454A
Other languages
German (de)
English (en)
Other versions
EP0980931B1 (fr
EP0980931A1 (fr
Inventor
Hans Dipl.-Ing. Bachmann
Winfried Dipl.-Ing. Mohr
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.)
Rail One GmbH
Original Assignee
Pfleiderer Infrastrukturtechnick GmbH and Co KG
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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=7877861&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP0980931(B2) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Pfleiderer Infrastrukturtechnick GmbH and Co KG filed Critical Pfleiderer Infrastrukturtechnick GmbH and Co KG
Publication of EP0980931A1 publication Critical patent/EP0980931A1/fr
Publication of EP0980931B1 publication Critical patent/EP0980931B1/fr
Application granted granted Critical
Publication of EP0980931B2 publication Critical patent/EP0980931B2/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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
    • E01B1/00—Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
    • E01B1/002—Ballastless track, e.g. concrete slab trackway, or with asphalt layers
    • E01B1/004—Ballastless track, e.g. concrete slab trackway, or with asphalt layers with prefabricated elements embedded in fresh concrete or asphalt
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2204/00—Characteristics of the track and its foundations
    • E01B2204/06—Height or lateral adjustment means or positioning means for slabs, sleepers or rails
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2204/00—Characteristics of the track and its foundations
    • E01B2204/10—Making longitudinal or transverse sleepers or slabs in situ or embedding them

Definitions

  • the invention relates to an installation method for a fixed railroad, in which the Rail tracks or auxiliary tracks carrying concrete sleepers, initially be pre-assembled to a track grid, then Positionally adjusted over a backing layer and embedded in a potting compound.
  • the invention is therefore based on the object to provide an installation method that improves upon Integration of the thresholds and a cheaper one Vibration behavior of the fixed carriageway easier, be carried out faster and cheaper can.
  • the sleepers can be both single-block concrete sleepers as well as two-block concrete sleepers, their reinforcement substantially parallel to the threshold axis extending, connected by brackets Structural steel bars includes, acting as fasteners continuously through both individual blocks extend. This training in which the fasteners then of course in the potting compound are finally embedded, results in particularly elastic-elastic solid lanes.
  • the reinforcement in particular the two-block sleepers, so-called lattice girder with three the edges of a triangular prism forming longitudinal bars and two connecting meandering snakes.
  • lattice girders are commercially available, so that the often elaborate prefabrication of a Reinforcement basket is omitted or the simple Connecting multiple lattice girders limited.
  • the invention provides a threshold, at the continuous reinforcement of the threshold below from the partially executed concrete casing protrudes and the partial concreting on top with from one end of the threshold to the other at the end of the threshold the run level of the rails inclined Abziehkanten provided for the potting compound is, the inclination should be about 1%. The easiest let these inclined running Abziehkanten Achieve that the entire top of the Partial concreting of the sleepers - with the exception, of course the rail fastening hump - as inclined Level is formed.
  • the thresholds with a more accurate measurement during installation enabling height markings to provide.
  • a hydraulic bonded base layer 1 a track grid with a Plurality of concrete sleepers 2, which by track 3 or are connected to the track grid and where the reinforcement the concrete sleepers at least partially from the only incomplete concreting 5 of the Threshing protrudes, arranged so that the rail top edges run in the desired later Fahrbahneben, while the reinforcement over the Surface 6 of the hydraulically bound support layer 1 is arranged.
  • a support reinforcement 7 of longitudinal and transverse reinforcing rods arranged, in special cases, if necessary directly to the bottom of the reinforcement 8 of the Thresholds 2 can be tethered.
  • This carrying reinforcement 7 forms the actual main reinforcement of the fixed Roadway and functionally equivalent to the reinforcement, in the previous installation method with prefabricated Betontrog stiffened this concrete trough.
  • the adjustment of the threshold grate over the hydraulically bound support layer 1 is done with the help of threaded spindles.
  • the adjusting device shown comprises a height adjustment spindle 9, which extends over a Plate 10 on the surface 6 of the hydraulically bound Supporting layer 1 and supported by a threaded hole the horizontal leg 11 of a support bracket 12 runs on which the reinforcement 8 of the Threshold 2 rests.
  • the vertical, also with one Tapped leg 13 of the support bracket 12 is from one to horizontal side adjustment Serving threaded spindle 14 passes through, which is in turn, on the inside of a movable removable Formwork 15 is supported.
  • the thresholds is supposed to be just the vertical adjustment serving threaded spindle. 9 after appropriate partial hardening of the concrete or the other potting compound 17 unscrewed. All remaining parts of the spindle adjustment can in the potting compound remain.
  • the top edge 24 of the thresholds 2, as the peel edge for the filling concrete or the potting compound 17th is opposite the rail running plane with a Inclined of about 1%, so that after installation the sleepers enter the fixed carriageway automatically Water drainage from the middle to the road side edge is guaranteed.
  • a Inclined of about 1% so that after installation the sleepers enter the fixed carriageway automatically Water drainage from the middle to the road side edge is guaranteed.
  • two railways arranged next to each other in which case the installation is done so that the thresholds of the left Lane are tilted to the left with their top, and the others to the right.
  • the invention is not limited to those shown Embodiments limited. So it would be next other alternative ways to adjust the Track grates over the hydraulically bound base course 1 also possible, instead of the shown one-block concrete sleepers with bottom protruding reinforcement 8 to use two-block concrete sleepers in which the reinforcement extends continuously and between exposed to the individual blocks. Furthermore the reinforcement of the sleepers could also be in others Be formed manner, as the illustrated preferred Training as a lattice gurantee.

Claims (8)

  1. Procédé de pose d'une voie ferrée fixe, selon lequel les traverses en béton (2) qui portent les rails ou des rails auxiliaires et dont l'armature continue (8) dépasse par le bas de l'enveloppe de béton qui n'est réalisée que partiellement, sont tout d'abord pré-assemblées en une grille de rails, sont ensuite ajustées dans leur positionnement au-dessus d'une couche de soubassement et noyées dans une masse de matériau coulé, la grille de rails étant mise en alignement directement au-dessus d'une couche porteuse (1) liée hydrauliquement, avec interposition d'une armature porteuse (7) éventuellement attachée à l'armature (8) des traverses sur le dessous de cette dernière, et la masse de matériau coulé (17) étant répandue sur la couche porteuse (1) liée hydrauliquement, moyennant l'utilisation d'éléments de coffrage latéraux mobiles (15) pouvant être retirés, étant précisé que pour l'ajustage, on utilise des cornières d'ajustage (12) noyées, perdues, qui présentent des perçages taraudés pour des broches d'ajustement vertical de position (9) mettant les cornières d'ajustage (12) en appui contre la couche porteuse (1) liée hydrauliquement, et pour des broches d'ajustement horizontal de position (14) s'appuyant contre les éléments de coffrage latéraux (14).
  2. Procédé de pose selon la revendication 1, caractérisé par l'utilisation de traverses en béton monoblocs (2).
  3. Procédé de pose selon la revendication 1, caractérisé en ce que les traverses sont des traverses en béton formées de deux blocs, dont l'armature comprend des tiges d'acier de construction sensiblement parallèles à l'axe des traverses et reliées l'une à l'autre par des ligatures, lesquelles tiges d'acier de construction s'étendent en continu, en tant qu'éléments de liaison, à travers les deux blocs individuels.
  4. Procédé de pose selon la revendication 2 ou 3, caractérisé en ce que l'armature (2) comporte ce que l'on appelle des poutres en treillis (18) comprenant chacune trois tiges longitudinales (19, 20, 21), qui définissent les arêtes d'un prisme triangulaire, et deux tringles sinueuses (22, 23) reliant ces tiges.
  5. Procédé de pose selon l'une des revendications 1 à 4, caractérisé en ce que le bétonnage partiel (5) est, sur sa face supérieure, pourvu d'arêtes de lissage pour la masse de matériau coulé (17), qui s'étendent sous une certaine inclinaison par rapport au plan de roulement des rails, d'une extrémité de la traverse à l'autre extrémité de la traverse.
  6. Procédé de pose selon la revendication 5, caractérisé en ce que la face supérieure (16) du bétonnage partiel (5) -à l'exception des proéminences de fixation des rails- est aménagée sous forme d'un plan incliné.
  7. Procédé de pose selon la revendication 5 ou 6, caractérisé en ce que l'inclinaison des arêtes de lissage est d'environ 1 %.
  8. Procédé de pose selon l'une des revendications 5 à 7, caractérisé en ce que la traverse est pourvue d'un repère de hauteur (25).
EP99114454A 1998-08-18 1999-07-23 Procédé d'installation d'une voie ferrée Expired - Lifetime EP0980931B2 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19837360 1998-08-18
DE19837360A DE19837360C2 (de) 1998-08-18 1998-08-18 Einbauverfahren für eine feste Schienenfahrbahn

Publications (3)

Publication Number Publication Date
EP0980931A1 EP0980931A1 (fr) 2000-02-23
EP0980931B1 EP0980931B1 (fr) 2002-10-30
EP0980931B2 true EP0980931B2 (fr) 2005-07-27

Family

ID=7877861

Family Applications (1)

Application Number Title Priority Date Filing Date
EP99114454A Expired - Lifetime EP0980931B2 (fr) 1998-08-18 1999-07-23 Procédé d'installation d'une voie ferrée

Country Status (12)

Country Link
US (1) US6237856B1 (fr)
EP (1) EP0980931B2 (fr)
JP (1) JP4090157B2 (fr)
AR (1) AR029146A1 (fr)
AT (1) ATE226991T1 (fr)
BR (1) BR9903729A (fr)
CA (1) CA2279638C (fr)
DE (2) DE19837360C2 (fr)
DK (1) DK0980931T4 (fr)
ES (1) ES2182437T5 (fr)
PT (1) PT980931E (fr)
TW (1) TW440643B (fr)

Families Citing this family (21)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10004346C2 (de) * 1999-01-27 2001-11-29 Betonwerk Rethwisch Gmbh Troglose Feste Fahrbahn, Verfahren und Schwellen dafür
DE19948003A1 (de) * 1999-10-06 2001-04-12 Boegl Max Bauunternehmung Gmbh Stahlbetonfertigteilplatte
DE10004626C2 (de) * 2000-02-03 2003-11-27 Walter Heilit Verkehrswegebau Verfahren zur Herstellung einer Entgleisungsschutzanordnung bei einer Schienenfahrbahn, eine Entgleisungsschutzanordnung umfassende Schienenfahrbahn und Entgleisungsschutzanordnung
DE10009506B4 (de) * 2000-02-29 2008-06-19 Rail.One Gmbh Betonlose Schwelle
JP4014009B2 (ja) * 2003-01-21 2007-11-28 レール ワン ゲーエムベーハー 軌道格子の高さ調節のためのスピンドル装置
TWI260360B (en) * 2003-05-06 2006-08-21 Bombardier Transp Gmbh Cross-tie
DE102005013736A1 (de) * 2005-03-22 2006-09-28 Max Bögl Bauunternehmung Gmbh & Co.Kg Gleisanlage und Betonplatte einer Festen Fahrbahn
DE102005018195A1 (de) 2005-04-19 2006-11-02 Rail.One Gmbh Feste Fahrbahn für Schienenfahrzeuge und Verfahren zu ihrer Herstellung
NL1030145C2 (nl) * 2005-10-07 2007-04-11 Konink Bam Groep Nv Werkwijze voor het instorten van bielzen en daarvoor gebruikte bekisting.
US8430334B1 (en) 2007-04-25 2013-04-30 Jonathan Jaffe Railroad tie of non-homogeneous cross section useful in environments deleterious to timber
US7942342B2 (en) 2007-04-25 2011-05-17 Scott Powers Railway tie of non-homogeneous cross section useful in environments deleterious to timber
US9222225B2 (en) * 2010-12-17 2015-12-29 Railway Engineering Research Institute of China Academy of Railway Sciences Pre-stressed concrete track slab of slab-type ballast-less track
CN102162209B (zh) * 2010-12-31 2012-09-05 北京中铁房山桥梁有限公司 时速350km高速道岔岔枕及其制造工法
CN102031731B (zh) * 2010-12-31 2012-05-30 北京中铁房山桥梁有限公司 板式无砟轨道道岔板及其制造工法
US9689116B2 (en) * 2011-04-05 2017-06-27 Newstyle Nominees Pty Ltd. Rail track sleeper support
US8720157B1 (en) * 2011-05-31 2014-05-13 Astro Engineering & Manufacturing, Inc. Rail gauge leveling tie
US8480008B1 (en) * 2011-11-15 2013-07-09 Jim Arnold Rail controller mounting apparatus
CN102587228B (zh) * 2012-03-29 2014-01-22 莱芜美澳冶金科技有限公司 一种防松强锚固大调高量扣件
EP2740842B1 (fr) * 2012-12-07 2017-09-27 Sonneville AG Procédé de transformation d'une voie ballastée dans une voie de circulation fixe
CN105274911A (zh) * 2015-11-17 2016-01-27 中铁四局集团有限公司 地铁既有整体道床切割凿除顶推破除改造施工方法
CN113512916B (zh) * 2021-04-24 2023-03-31 于洋 一种用于自动化码头轨道安装的轨枕输送机器人

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3539225A1 (de) * 1985-11-05 1987-05-14 Max Knape Gmbh & Co Fa Verfahren zum einbau eines gleisrosts
DE4313105A1 (de) * 1993-04-22 1994-11-03 Walter Bau Ag Verfahren zum Herstellen eines schotterlosen Gleisoberbaus und ein nach dem Verfahren hergestellter Gleisoberbau
DE4442497C2 (de) * 1994-11-30 1997-04-17 Hochtief Ag Hoch Tiefbauten Schotterloses Oberbausystem für zumindest ein Eisenbahngleis
DE19508107C1 (de) * 1995-03-08 1996-11-14 Pfleiderer Verkehrstechnik Verfahren und Vorrichtung zum Aufbau einer festen Schienenfahrbahn
DE19653858C2 (de) * 1996-12-21 2001-11-08 Pfleiderer Infrastrukturt Gmbh Einbauverfahren für eine feste Schienenfahrbahn
DE19708896C2 (de) * 1997-03-05 1999-02-04 Wayss & Freytag Ag Feste Fahrbahn, vornehmlich für den Weichenbereich
DE19741059C1 (de) * 1997-09-18 1999-05-06 Wayss & Freytag Ag Verfahren zur Herstellung einer Festen Fahrbahn für schienengebundenen Verkehr, sowie eine Feste Fahrbahn zur Durchführung des Verfahrens

Also Published As

Publication number Publication date
ES2182437T5 (es) 2006-02-01
DE59903231D1 (de) 2002-12-05
CA2279638C (fr) 2005-05-31
EP0980931B1 (fr) 2002-10-30
DK0980931T4 (da) 2005-10-03
TW440643B (en) 2001-06-16
US6237856B1 (en) 2001-05-29
JP4090157B2 (ja) 2008-05-28
ATE226991T1 (de) 2002-11-15
BR9903729A (pt) 2001-03-20
JP2000064209A (ja) 2000-02-29
CA2279638A1 (fr) 2000-02-18
DK0980931T3 (da) 2003-03-03
ES2182437T3 (es) 2003-03-01
DE19837360C2 (de) 2002-02-21
DE19837360A1 (de) 2000-03-02
EP0980931A1 (fr) 2000-02-23
AR029146A1 (es) 2003-06-18
PT980931E (pt) 2003-03-31

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