EP0980931A1 - Procédé d'installation d'une voie ferrée - Google Patents

Procédé d'installation d'une voie ferrée Download PDF

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Publication number
EP0980931A1
EP0980931A1 EP99114454A EP99114454A EP0980931A1 EP 0980931 A1 EP0980931 A1 EP 0980931A1 EP 99114454 A EP99114454 A EP 99114454A EP 99114454 A EP99114454 A EP 99114454A EP 0980931 A1 EP0980931 A1 EP 0980931A1
Authority
EP
European Patent Office
Prior art keywords
reinforcement
installation method
sleepers
concrete
threshold
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.)
Granted
Application number
EP99114454A
Other languages
German (de)
English (en)
Other versions
EP0980931B2 (fr
EP0980931B1 (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(A1) "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
Application granted granted Critical
Publication of EP0980931B1 publication Critical patent/EP0980931B1/fr
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 rail track, in which the concrete sleepers supporting the tracks or auxiliary tracks, their continuous reinforcement at the bottom from the only partially executed concrete covering protrudes, be pre-assembled to a track grate, then Positionally adjusted over an underlayer and embedded in a potting compound become.
  • the object of the invention is therefore to create an installation method, with the same good integration of the sleepers and equal vibration behavior the solid road easier, faster and cheaper can be.
  • the invention provides that the track grate with the interposition of one, possibly connected on the underside to the threshold reinforcement, Support reinforcement directly over a hydraulically bound base layer aligned and the potting compound, preferably using movable removable side formwork, applied to the hydraulically bound base layer becomes.
  • 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 operation with the Casting the sleepers of the track grate made.
  • Which is the main reinforcement of the finished solid railway track supporting reinforcement can be both easily at a distance with the help of support feet on the hydraulic bound base layer can be set up, as well as directly below the Threshold reinforcement connected. This also has the advantage that annoying 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 of which is essentially parallel to the threshold axis running steel rods connected by brackets includes, which are continuous as connecting elements through both individual blocks extend. This training, in which the connecting elements then of course are ultimately embedded in the sealing compound, results in particular vibration-elastic solid roadways.
  • Lattice girders with three each forming the edges of a triangular prism Longitudinal rods and two meandering 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.
  • the alignment of the track grate over the hydraulically bound base layer can in any way, for example with the help of so-called portal suspensions, respectively. It has proven particularly useful, however, the track gratings Adjust the height and the sides using adjustment spindles, for example what can be done in such a way that for the adjustment to the hydraulically bound Base layer supporting, lost with embedded adjustment bracket with tapped holes can be used for the vertical and horizontal adjustment spindles.
  • 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, in which the partial concreting on the top with one Threshold end to the other threshold end opposite the running level of the Rails inclined pulling edges for the casting compound is provided, the inclination should be about 1%.
  • the easiest way to do this is to incline them Achieve running scraper edges that the entire top of the partial concrete the sleepers - with the exception, of course, of the rail fastening bumps - Is designed as an inclined plane.
  • 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 is at least partially from the incomplete protruding concreting 5 of the sleepers protrudes, arranged so that the rail top edges in the desired later 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 also 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 procedure 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 threshold 2 rests.
  • the vertical one, 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 hardening 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 the sleepers have been installed in the solid carriageway automatically ensures water drainage from the center to the side of the road is.
  • the rail running level of approx. 1% so that after the sleepers have been installed in the solid carriageway automatically ensures water drainage from the center to the side of the road is.
  • two railroad tracks are next to each other arranged, the installation then taking place so that 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 along with 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)
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
DE19837360A DE19837360C2 (de) 1998-08-18 1998-08-18 Einbauverfahren für eine feste Schienenfahrbahn
DE19837360 1998-08-18

Publications (3)

Publication Number Publication Date
EP0980931A1 true EP0980931A1 (fr) 2000-02-23
EP0980931B1 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)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10009506A1 (de) * 2000-02-29 2001-09-06 Pfleiderer Infrastrukturt Gmbh Betonlose Schwelle
WO2006111113A1 (fr) * 2005-04-19 2006-10-26 Rail.One Gmbh Voie de roulement fixe pour vehicules ferroviaires et procede permettant de la produire

Families Citing this family (19)

* 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
US7500617B2 (en) * 2003-01-21 2009-03-10 Rail.One Gmbh Screw device for high-adjusting a track span
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
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
CN103518019B (zh) * 2011-04-05 2016-08-17 纽斯特莱罗米尼私人有限公司 路轨轨道轨枕支承体
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
PL2740842T3 (pl) * 2012-12-07 2018-04-30 Sonneville Ag Sposób przebudowy torowej nawierzchni podsypkowej na nawierzchnię bezpodsypkową
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

Citations (5)

* 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
EP0715021A1 (fr) * 1994-11-30 1996-06-05 Hochtief Aktiengesellschaft Vorm. Gebr. Helfmann Superstructure de voie sans ballast pour au moins une voie ferrée
US5653388A (en) * 1995-03-08 1997-08-05 Pfleiderer Verkehrstechnik Gmbh & Co. Kg Method and apparatus for constructing a permanent railroad track
DE19708896A1 (de) * 1997-03-05 1998-10-01 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

Family Cites Families (2)

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Publication number Priority date Publication date Assignee Title
DE4313105A1 (de) * 1993-04-22 1994-11-03 Walter Bau Ag Verfahren zum Herstellen eines schotterlosen Gleisoberbaus und ein nach dem Verfahren hergestellter Gleisoberbau
DE19653858C2 (de) * 1996-12-21 2001-11-08 Pfleiderer Infrastrukturt Gmbh Einbauverfahren für eine feste Schienenfahrbahn

Patent Citations (5)

* 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
EP0715021A1 (fr) * 1994-11-30 1996-06-05 Hochtief Aktiengesellschaft Vorm. Gebr. Helfmann Superstructure de voie sans ballast pour au moins une voie ferrée
US5653388A (en) * 1995-03-08 1997-08-05 Pfleiderer Verkehrstechnik Gmbh & Co. Kg Method and apparatus for constructing a permanent railroad track
DE19708896A1 (de) * 1997-03-05 1998-10-01 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

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10009506A1 (de) * 2000-02-29 2001-09-06 Pfleiderer Infrastrukturt Gmbh Betonlose Schwelle
DE10009506B4 (de) * 2000-02-29 2008-06-19 Rail.One Gmbh Betonlose Schwelle
WO2006111113A1 (fr) * 2005-04-19 2006-10-26 Rail.One Gmbh Voie de roulement fixe pour vehicules ferroviaires et procede permettant de la produire
US7850089B2 (en) 2005-04-19 2010-12-14 Rail.One Gmbh Fixed carriageway for rail vehicles and method of manufacturing the same

Also Published As

Publication number Publication date
CA2279638C (fr) 2005-05-31
JP4090157B2 (ja) 2008-05-28
ES2182437T3 (es) 2003-03-01
DE59903231D1 (de) 2002-12-05
DK0980931T3 (da) 2003-03-03
EP0980931B2 (fr) 2005-07-27
ATE226991T1 (de) 2002-11-15
TW440643B (en) 2001-06-16
BR9903729A (pt) 2001-03-20
DK0980931T4 (da) 2005-10-03
DE19837360C2 (de) 2002-02-21
US6237856B1 (en) 2001-05-29
EP0980931B1 (fr) 2002-10-30
DE19837360A1 (de) 2000-03-02
PT980931E (pt) 2003-03-31
CA2279638A1 (fr) 2000-02-18
JP2000064209A (ja) 2000-02-29
ES2182437T5 (es) 2006-02-01
AR029146A1 (es) 2003-06-18

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