EP0980931B1 - Procédé d'installation d'une voie ferrée - Google Patents

Procédé d'installation d'une voie ferrée Download PDF

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Publication number
EP0980931B1
EP0980931B1 EP99114454A EP99114454A EP0980931B1 EP 0980931 B1 EP0980931 B1 EP 0980931B1 EP 99114454 A EP99114454 A EP 99114454A EP 99114454 A EP99114454 A EP 99114454A EP 0980931 B1 EP0980931 B1 EP 0980931B1
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EP
European Patent Office
Prior art keywords
reinforcement
sleeper
track
sleepers
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
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German (de)
English (en)
Other versions
EP0980931B2 (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
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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
Application granted granted Critical
Publication of EP0980931B1 publication Critical patent/EP0980931B1/fr
Publication of EP0980931B2 publication Critical patent/EP0980931B2/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
    • 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 rail track, in which the concrete sleepers supporting the tracks or auxiliary tracks, initially pre-assembled to form a track grate, then over an underlay positionally adjusted and embedded in a potting compound.
  • DE 35 39 225 A1 also describes a method for installation of a track grate has been proposed, in which along the sleeper ends Formwork are attached. These formworks are used only for Limiting the grouting concrete, although this is usually via the The ends of the sleepers should protrude.
  • the formwork itself has none Another function, that is for the horizontal position fixing of the track grate Adjustment spindle devices to be fastened separately on the base layer necessary, the expansion of which presents considerable difficulties. In particular, require but it is a laterally considerably superior one of the finished potted roadway Base layer, which is not possible in practice.
  • With the type of pouring formwork flanking between the end faces of the sleepers, as with DE 35 39 225 A1 there is also only an unsatisfactory Composite, so fear of damage in the rough operation of such lanes are.
  • the invention is therefore based on the object of providing an installation method that with improved integration of the sleepers and a more favorable vibration behavior the solid road easier, faster and cheaper can be carried out.
  • an installation method for a fixed railroad track in which those supporting the tracks or auxiliary tracks Concrete sleepers, their continuous reinforcement from the bottom only partially protruding concrete casing protrudes, first to a track grate be preassembled, then adjusted in position over an underlay and be embedded in a potting compound, with the track grate under Intermediate arrangement of a, possibly connected to the reinforcement of the sleepers on the underside Support reinforcement directly over a hydraulically bound base layer aligned and the potting compound, using movable removable Side formwork to which the hydraulically bound base layer is applied, and for adjustment on the hydraulically bound base layer, lost with embedded adjustment bracket with threaded holes for the vertical and horizontal adjustment spindles can be used.
  • the embodiment of the installation method according to the invention is therefore not First, a concrete trough stabilized by supporting reinforcement is produced, in to which the track grate is then aligned and poured, but the concrete trough or the layer replacing it is practically in one step with the potting of the sleepers of the track grate.
  • This also has the advantage of being distracting Longitudinal joints next to the bulkheads are missing.
  • the sleepers can be both single-block concrete sleepers and two-block concrete sleepers be, the reinforcement essentially parallel to the threshold axis extending structural steel rods connected by brackets, which are continuous as connecting elements through both individual blocks extend.
  • This training in which the connecting elements then of course ultimately embedded in the potting compound results in particular vibration-elastic solid roadways.
  • Lattice girders with three each forming the edges of a triangular prism Longitudinal rods and two meander snakes connecting them.
  • Lattice girders are commercially available, so that the often complex prefabrication a reinforcement cage is omitted or simply connecting several lattice girders limited.
  • a water drain to the side of the solid roadway is to carry out the Installation method according to the invention in an embodiment of the invention Threshold provided, with the continuous reinforcement of the threshold below protrudes from the partially covered concrete covering and the partial concreting on the top with from one threshold end to the other threshold end pull-off edges for the running plane of the rails the casting compound is provided, the inclination should be approximately 1%.
  • the easiest way to achieve these inclined pull-off edges is that the entire top of the partial concreting of the sleepers - with the exception of course, the rail fastening hump - designed as an inclined plane is.
  • a fixed railroad track Over a hydraulically bound base layer 1, a plurality of tracks of concrete sleepers 2, which are connected by tracks 3 or to the track grate and wherein the reinforcement of the concrete sleepers at least partially from the incomplete protruding concreting 5 of the sleepers, arranged so that the rail top edges in the desired later road level run while the reinforcement is free above the surface 6 of the hydraulically bound Base layer 1 is arranged.
  • a reinforcement 7 Longitudinal and transverse reinforcement bars arranged, which in special cases, if necessary be directly connected to the underside of the reinforcement 8 of the sleepers 2 can.
  • This supporting reinforcement 7 forms the actual main reinforcement of the fixed Roadway and corresponds functionally to the reinforcement that in the previous Installation process with prefabricated concrete trough stiffened this concrete trough.
  • the adjustment of the threshold grate over the hydraulically bound base layer 1 is done with the help of threaded spindles.
  • the adjustment device shown comprises a height adjustment spindle 9, which is on a plate 10 on the surface 6 of the hydraulically bound base layer 1 and supported by a threaded hole of the horizontal leg 11 of a support bracket 12 on which the Reinforcement 8 of the threshold 2 rests.
  • the vertical, also with a threaded hole provided leg 13 of the support bracket 12 is from one to the horizontal lateral adjustment serving threaded spindle 14, which in turn supported on the inside of a movable removable formwork 15.
  • the casting compound shown in the Embodiment up to the top 16 of the partial concreting of the sleepers should suffice, only the threaded spindle 9 used for vertical adjustment after appropriate partial curing of the concrete or other sealing compound 17 unscrewed. All other parts of the spindle adjustment device can remain in the sealing compound.
  • the upper edge 24 of the sleepers 2, which as a peeling edge for the filling concrete or the Potting compound 17 is used, is inclined with respect to the rail running level of approx. 1%, so that after installing the sleepers in the solid carriageway automatically ensures water drainage from the center to the side of the road is.
  • the thresholds of the left Road surface is inclined to the left with its top, and the others to the side right.
  • the invention is not restricted to the exemplary embodiments shown. So it would be in addition to other alternative ways of adjusting the track gratings over the hydraulically bound base layer 1 also possible instead of the one shown Single-block concrete sleepers with reinforcement protruding from the bottom 8 two-block concrete sleepers to use where the reinforcement is continuous extends and is exposed between the individual blocks.
  • the Reinforcement of the sleepers can also be designed in a different way than that shown preferred training as a lattice girder.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Railway Tracks (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Claims (9)

  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 s'appuient contre la couche porteuse (1) liée hydrauliquement, et qui présentent des perçages taraudés pour les broches d'ajustement vertical et horizontal de position (9, 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 les grilles de rails sont ajustées en hauteur et en positionnement latéral par l'intermédiaire de broches d'ajustage (9, 14).
  6. Traverse pour la mise en oeuvre du procédé de pose selon l'une des revendications 1 à 5, caractérisée en ce que l'armature continue (8) de la traverse dépasse par le bas de l'enveloppe de béton qui n'est que partiellement réalisée, et 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.
  7. Traverse selon la revendication 6, caractérisée 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.
  8. Traverse selon la revendication 6 ou 7, caractérisée en ce que l'inclinaison des arêtes de lissage est d'environ 1%.
  9. Traverse selon l'une des revendications 6 à 8, caractérisée en ce qu'elle 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 true EP0980931B1 (fr) 2002-10-30
EP0980931B2 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
ATE328156T1 (de) * 2003-01-21 2006-06-15 Pfleiderer Infrastrukturt Gmbh Spindelvorrichtung zur höhenverstellung von gleisrosten
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
WO2012135913A1 (fr) * 2011-04-05 2012-10-11 Newstyle Nominees Pty Ltd Support de semelle de voie ferrée
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
DK2740842T3 (en) * 2012-12-07 2018-01-08 Sonneville Ag Method of converting a ballast track to a fixed track
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

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19653858A1 (de) * 1996-12-21 1998-06-25 Pfleiderer Verkehrstechnik Einbauverfahren für eine feste Schienenfahrbahn

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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
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

Patent Citations (1)

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Publication number Priority date Publication date Assignee Title
DE19653858A1 (de) * 1996-12-21 1998-06-25 Pfleiderer Verkehrstechnik Einbauverfahren für eine feste Schienenfahrbahn

Non-Patent Citations (1)

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Title
DYWIDAG VERKEHRSBAUTEN, Sonderdruck der Dyckerhoff & Widmann AG, Feste Fahrbahn-Konstruktionen, Sonderdruck aus der "Oberbau" - Publikation zur Fachtagung 3/88 *

Also Published As

Publication number Publication date
EP0980931B2 (fr) 2005-07-27
DE59903231D1 (de) 2002-12-05
PT980931E (pt) 2003-03-31
EP0980931A1 (fr) 2000-02-23
BR9903729A (pt) 2001-03-20
DK0980931T3 (da) 2003-03-03
ES2182437T5 (es) 2006-02-01
JP4090157B2 (ja) 2008-05-28
ES2182437T3 (es) 2003-03-01
US6237856B1 (en) 2001-05-29
TW440643B (en) 2001-06-16
JP2000064209A (ja) 2000-02-29
CA2279638A1 (fr) 2000-02-18
DE19837360A1 (de) 2000-03-02
AR029146A1 (es) 2003-06-18
DE19837360C2 (de) 2002-02-21
ATE226991T1 (de) 2002-11-15
DK0980931T4 (da) 2005-10-03
CA2279638C (fr) 2005-05-31

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