EP1576240A1 - Procede de construction d'une voie sur dalle et voie de communication ainsi obtenue - Google Patents

Procede de construction d'une voie sur dalle et voie de communication ainsi obtenue

Info

Publication number
EP1576240A1
EP1576240A1 EP03813884A EP03813884A EP1576240A1 EP 1576240 A1 EP1576240 A1 EP 1576240A1 EP 03813884 A EP03813884 A EP 03813884A EP 03813884 A EP03813884 A EP 03813884A EP 1576240 A1 EP1576240 A1 EP 1576240A1
Authority
EP
European Patent Office
Prior art keywords
ballast bed
track
binder
ballast
base layer
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
EP03813884A
Other languages
German (de)
English (en)
Other versions
EP1576240B1 (fr
Inventor
Dieter Reichel
Stefan BÖGL
Erich Lindner
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 EP1576240A1 publication Critical patent/EP1576240A1/fr
Application granted granted Critical
Publication of EP1576240B1 publication Critical patent/EP1576240B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

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
    • 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
    • E01B29/005—Making of concrete parts of the track in situ
    • 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
    • E01B1/001—Track with ballast
    • 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

Definitions

  • the object of the present invention is to provide a method for producing a slab track and a corresponding track which avoids the disadvantages mentioned above and in particular enable high-speed rail traffic quickly and at relatively low cost.
  • the object is achieved by a method and a roadway with the features of the independent claims.
  • the base layer produced in this way becomes very stable and, in particular, also through the vibrations and loads that arise during the operation of high-speed rail traffic resistant. This makes it a permanent and reliable foundation for laying the Precast concrete parts, which are mostly used as slabs, or the in-situ concrete layer.
  • a load-bearing area of the ballast bed which may penetrate the entire ballast bed, is created.
  • the cavities that exist between the individual gravel stones are used to position the binder.
  • a connection is created between the binder and the ballast, creating a very reliable base layer.
  • the use of pressure when introducing the binder enables a particularly deep penetration of the ballast bed with binder, which creates a very high load-bearing capacity.
  • the surface of the ballast bed is milled and the resulting milled material is mixed with the binder.
  • the mixture is then applied to the surface of the remaining ballast bed as a base course. After this mixture has set, the precast concrete slab or the in-situ concrete layer is built up on the newly created surface.
  • This method for binding the ballast with the binder to form a base layer also creates a base layer very quickly. In contrast to the particularly advantageous embodiment of the binding agent being pressed in between the sleepers of the old track, however, it is necessary for the old track to be dismantled before the upper layer of the ballast bed is milled and rebuilt.
  • the binder can be mixed with the resulting milled material by applying the binder to the surface of the ballast bed before milling. By milling the binder and the ballast bed, the binder and ballast are automatically mixed. This mixture can then be reapplied to the remaining ballast bed and cured.
  • the precast concrete parts are placed on a base layer.
  • a space between the precast concrete parts and the support slide is poured out with a solidifying filling compound to fix the position of the precast concrete parts.
  • an in-situ concrete layer or in-situ concrete in combination with precast elements can be used to build a slab track.
  • ballast is connected to a hydraulically setting or bituminous or plastic-based binder, a particularly strong and stable base layer is obtained.
  • the binder is pressed into the cavities of the ballast bed under pressure. This enables deep penetration of the ballast with the binder. A high strength of the base layer is thus achieved.
  • the binder supplied to the ballast bed under pressure fills the cavities of the ballast bed on the one hand and compresses any loose ballast in addition to the connection with the binder. If the binder is not introduced over the entire ballast bed, but is at least at a distance in one direction, then hydraulically bound areas and unfilled intermediate areas are arranged in the ballast bed. This enables the production of such a base layer particularly quickly.
  • the binder is pressed into the cavities under pressure, the strength and load-bearing capacity of the base layer are usually sufficient, even if intermediate areas remain unfilled.
  • the present invention also has the advantage that drainage through the unfilled areas can take place, in particular when arranging unfilled and filled areas of the ballast bed. This is of particular advantage during the expansion phase, during which conventional driving is maintained.
  • FIG. 2 shows a cross section through the ballast track from FIG. 1
  • FIG. 3 shows a ballast track prepared for laying a solid fiber sliver
  • FIG. 5 shows the milling of a binding agent 15, for example mortar or concrete, into the ballast bed 2.
  • the binding agent layer 15 is applied to the ballast bed 2, which is milled off together with part of the ballast bed 2 by a milling machine.
  • the milled material of the ballast bed 2 and the binder 15 is mixed and then applied as a base layer 16 to the remaining part of the ballast bed.
  • a very stable layer is created for the construction of a slab track for high-speed rail traffic.

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)
EP03813884A 2002-12-27 2003-12-06 Procede de construction d'une voie sur dalle et voie de communication ainsi obtenue Expired - Lifetime EP1576240B1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE10261641 2002-12-27
DE10261641A DE10261641A1 (de) 2002-12-27 2002-12-27 Verfahren zum Herstellen einer Festen Fahrbahn und Fahrweg
PCT/EP2003/013864 WO2004059084A1 (fr) 2002-12-27 2003-12-06 Procede de construction d'une voie sur dalle et voie de communication ainsi obtenue

Publications (2)

Publication Number Publication Date
EP1576240A1 true EP1576240A1 (fr) 2005-09-21
EP1576240B1 EP1576240B1 (fr) 2008-11-26

Family

ID=32478102

Family Applications (1)

Application Number Title Priority Date Filing Date
EP03813884A Expired - Lifetime EP1576240B1 (fr) 2002-12-27 2003-12-06 Procede de construction d'une voie sur dalle et voie de communication ainsi obtenue

Country Status (8)

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

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102007057064A1 (de) * 2007-11-27 2009-05-28 Hennecke Gmbh Verfahren zum Verfestigen eines Schotterbetts und Vorrichtung zur Durchführung des Verfahrens
CN101424063B (zh) * 2008-12-11 2011-06-15 浙江中联建设集团有限公司 临时与永久道路一次性施工方法
DE102010030334A1 (de) 2010-06-22 2011-12-22 Ed. Züblin Ag Verfahren zur Sanierung einer Gleisanlage mit einem Schotterbett
CN103452017A (zh) * 2012-05-28 2013-12-18 中铁六局集团有限公司 无渣轨道板封边施工方法
CN103437252B (zh) * 2013-08-05 2016-02-03 北京市轨道交通设计研究院有限公司 一种轨道路基结构及其施工方法
CN104195890B (zh) * 2014-08-13 2015-12-09 刘义安 一种铁路固化封闭道床及固化封闭的方法
CN107178010A (zh) * 2017-07-06 2017-09-19 中铁上海工程局集团有限公司 一种城市轨道交通工程装配式轨道铺设装置及方法
CN115536325A (zh) * 2021-06-30 2022-12-30 江苏苏博特新材料股份有限公司 石墨烯改性乳化沥青-水泥基复合道砟弹性固化灌浆材料及其制备方法和应用

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1914712C3 (de) * 1969-03-22 1973-09-27 Stahlwerke Peine-Salzgitter Ag, 3150 Peine Verfahren zum Herstellen eines Eisen bahngleises
JPS521161B2 (fr) * 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 (de) * 1991-02-15 1992-08-20 Wayss & Freytag Ag Verfahren zur herstellung einer bivalenten fahrbahn
DE10133246A1 (de) * 2001-07-09 2003-01-23 Walter Heilit Verkehrswegebau Verfahren zum Umbau einer Schotter-Gleisanlage in eine nach Art einer festen Fahrbahn aufgebaute Gleisanlage
CN2514029Y (zh) * 2001-12-21 2002-10-02 李玉科 碎橡胶道床轨道
DE20220484U1 (de) * 2002-06-21 2003-10-02 Joerger Konrad Gleiskörper

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO2004059084A1 *

Also Published As

Publication number Publication date
PL377384A1 (pl) 2006-02-06
PL213301B1 (pl) 2013-02-28
DE10261641A1 (de) 2004-07-08
WO2004059084A1 (fr) 2004-07-15
AU2003296623A1 (en) 2004-07-22
DE50310840D1 (de) 2009-01-08
CN1732315B (zh) 2010-05-12
ES2316873T3 (es) 2009-04-16
CN1732315A (zh) 2006-02-08
ATE415520T1 (de) 2008-12-15
EP1576240B1 (fr) 2008-11-26

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