AU2003296623A1 - Method for constructing a rigid track and a communication track - Google Patents

Method for constructing a rigid track and a communication track

Info

Publication number
AU2003296623A1
AU2003296623A1 AU2003296623A AU2003296623A AU2003296623A1 AU 2003296623 A1 AU2003296623 A1 AU 2003296623A1 AU 2003296623 A AU2003296623 A AU 2003296623A AU 2003296623 A AU2003296623 A AU 2003296623A AU 2003296623 A1 AU2003296623 A1 AU 2003296623A1
Authority
AU
Australia
Prior art keywords
track
rigid
bed structure
constructing
concrete components
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.)
Abandoned
Application number
AU2003296623A
Inventor
Stefan Bogl
Erich Lindner
Dieter Reichel
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.)
Max Boegl Bauunternehmung GmbH and Co KG
Original Assignee
Max Boegl Bauunternehmung 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
Application filed by Max Boegl Bauunternehmung GmbH and Co KG filed Critical Max Boegl Bauunternehmung GmbH and Co KG
Publication of AU2003296623A1 publication Critical patent/AU2003296623A1/en
Abandoned legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B1/00Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B29/00Laying, rebuilding, or taking-up tracks; Tools or machines therefor
    • E01B29/005Making of concrete parts of the track in situ
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B1/00Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
    • E01B1/001Track with ballast
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B1/00Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
    • E01B1/002Ballastless track, e.g. concrete slab trackway, or with asphalt layers

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Railway Tracks (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Radio Relay Systems (AREA)
  • Detection And Prevention Of Errors In Transmission (AREA)
  • Control Of Vehicles With Linear Motors And Vehicles That Are Magnetically Levitated (AREA)

Abstract

The invention relates to a method for constructing a rigid track for high-speed rail traffic. According to said method, the inventive rigid track is either constructed from precast concrete components (7) arranged on a track bed structure (2,4;16), an intermediate region between the concrete components (7) and the track bed structure (2,4;16) being filled in with a solidifying filling material (8) in order to fix the position of the concrete components (7), or from cast-in-situ concrete or a combination of concrete components (7) and cast-in-situ concrete on the track bed structure (2,4;16). The inventive method is characterised in that the track bed structure (2,4;16) is created from an existing ballast bed (2), the ballast being at least partially compacted. The invention also relates to a corresponding communication track of a rigid track.
AU2003296623A 2002-12-27 2003-12-06 Method for constructing a rigid track and a communication track Abandoned AU2003296623A1 (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE10261641.8 2002-12-27
DE10261641A DE10261641A1 (en) 2002-12-27 2002-12-27 Method of making a slab track and track
PCT/EP2003/013864 WO2004059084A1 (en) 2002-12-27 2003-12-06 Method for constructing a rigid track and a communication track

Publications (1)

Publication Number Publication Date
AU2003296623A1 true AU2003296623A1 (en) 2004-07-22

Family

ID=32478102

Family Applications (1)

Application Number Title Priority Date Filing Date
AU2003296623A Abandoned AU2003296623A1 (en) 2002-12-27 2003-12-06 Method for constructing a rigid track and a communication track

Country Status (8)

Country Link
EP (1) EP1576240B1 (en)
CN (1) CN1732315B (en)
AT (1) ATE415520T1 (en)
AU (1) AU2003296623A1 (en)
DE (2) DE10261641A1 (en)
ES (1) ES2316873T3 (en)
PL (1) PL213301B1 (en)
WO (1) WO2004059084A1 (en)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102007057064A1 (en) * 2007-11-27 2009-05-28 Hennecke Gmbh Method for strengthening a ballast bed and apparatus for carrying out the method
CN101424063B (en) * 2008-12-11 2011-06-15 浙江中联建设集团有限公司 A single time construction method for temporary and permanent roads
DE102010030334A1 (en) 2010-06-22 2011-12-22 Ed. Züblin Ag Method for rehabilitating a track system with a ballast bed
CN103452017A (en) * 2012-05-28 2013-12-18 中铁六局集团有限公司 Edge sealing construction method of non-slag track plate
CN103437252B (en) * 2013-08-05 2016-02-03 北京市轨道交通设计研究院有限公司 A kind of track bed structure and construction method thereof
CN104195890B (en) * 2014-08-13 2015-12-09 刘义安 A kind of railway solidification is closed railway roadbed and solidifies the method closed
CN107178010A (en) * 2017-07-06 2017-09-19 中铁上海工程局集团有限公司 A kind of city track traffic engineering assembled track laying device and method
CN115536325A (en) * 2021-06-30 2022-12-30 江苏苏博特新材料股份有限公司 Graphene modified emulsified asphalt-cement-based composite railway ballast elastic curing grouting material and preparation method and application thereof

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1914712C3 (en) * 1969-03-22 1973-09-27 Stahlwerke Peine-Salzgitter Ag, 3150 Peine Method of making a railroad track
JPS521161B2 (en) * 1972-02-10 1977-01-12
US4232823A (en) * 1979-05-07 1980-11-11 Inseco Associates, Inc. Method and apparatus for installation of quench car track for coke oven batteries
GB8725290D0 (en) * 1987-10-28 1987-12-02 Waters J M Track support system
DE4104683A1 (en) * 1991-02-15 1992-08-20 Wayss & Freytag Ag Rail road bed - uses liq. mortar to form a plate in upper section of the ballast, with structured ballast particles to prevent downwards dispersion
DE10133246A1 (en) * 2001-07-09 2003-01-23 Walter Heilit Verkehrswegebau Conversion of ballasted trackbed to solid roadbed starts by removing rails and ballast used for concrete aggregate once crushed to size for concrete plate laid on bearing layer to complete solid roadbed.
CN2514029Y (en) * 2001-12-21 2002-10-02 李玉科 Broken rubber roadbed rail
DE20220484U1 (en) * 2002-06-21 2003-10-02 Joerger Konrad Platform construction method for fixed train track involves ballast surface and a rear formed surface using bringing the filling material and binding material to the ballast surface and mixing together

Also Published As

Publication number Publication date
ATE415520T1 (en) 2008-12-15
CN1732315A (en) 2006-02-08
ES2316873T3 (en) 2009-04-16
WO2004059084A1 (en) 2004-07-15
DE10261641A1 (en) 2004-07-08
EP1576240A1 (en) 2005-09-21
CN1732315B (en) 2010-05-12
DE50310840D1 (en) 2009-01-08
PL377384A1 (en) 2006-02-06
EP1576240B1 (en) 2008-11-26
PL213301B1 (en) 2013-02-28

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Legal Events

Date Code Title Description
MK6 Application lapsed section 142(2)(f)/reg. 8.3(3) - pct applic. not entering national phase