EP0894897A1 - Procédé de réalisation d'une voie - Google Patents

Procédé de réalisation d'une voie Download PDF

Info

Publication number
EP0894897A1
EP0894897A1 EP98810644A EP98810644A EP0894897A1 EP 0894897 A1 EP0894897 A1 EP 0894897A1 EP 98810644 A EP98810644 A EP 98810644A EP 98810644 A EP98810644 A EP 98810644A EP 0894897 A1 EP0894897 A1 EP 0894897A1
Authority
EP
European Patent Office
Prior art keywords
longitudinal
sleepers
spindles
holes
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.)
Withdrawn
Application number
EP98810644A
Other languages
German (de)
English (en)
Inventor
Heinrich Läuppi
René Fehrlin
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.)
WALO BERTSCHINGER AG
Original Assignee
WALO BERTSCHINGER AG
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 WALO BERTSCHINGER AG filed Critical WALO BERTSCHINGER AG
Publication of EP0894897A1 publication Critical patent/EP0894897A1/fr
Withdrawn legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B3/00—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails
    • E01B3/28—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from concrete or from natural or artificial stone
    • E01B3/38—Longitudinal sleepers; Longitudinal sleepers integral or combined with tie-rods; Combined longitudinal and transverse sleepers; Layers of concrete supporting both rails
    • 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
    • E01B1/005—Ballastless track, e.g. concrete slab trackway, or with asphalt layers with sleeper shoes
    • 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
    • E01B1/008—Drainage of track
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2/00—General structure of permanent way
    • E01B2/003—Arrangement of tracks on bridges or in tunnels
    • 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
    • E01B2204/00—Characteristics of the track and its foundations
    • E01B2204/04—Direct mechanical or chemical fixing of sleepers onto underground
    • 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
    • E01B2204/09—Ballastless systems
    • 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
    • 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
    • E01B2204/13—Dowels for slabs, sleepers or rail-fixings

Definitions

  • the invention relates to a method for creating a fixed Roadway with individual sleepers, with a stable surface created, laid the track, aligned and concreted becomes.
  • the track is included in the track superstructure of this tunnel Provide two-block sleepers that were concreted in. To at one if necessary, replace the two-block sleepers can, they are each placed in a rubber shoe. To the The rails were laid in front of the tunnel with long rails attached Threshold blocks installed, driven into the tunnel on trains and finally with gantry cranes on the prepared one Roadway parked. After the long rails were laid these aligned and supported laterally on banquets. Subsequently became the space between the threshold blocks and the Top of the track bed filled with concrete. The disadvantage is this method in particular that the concrete works comparatively difficult and time-consuming and therefore expensive.
  • the invention has for its object a method of the above Kind of creating a much simpler and allows faster track construction, especially for a tunnel section.
  • the object is achieved according to claim 1 or 2.
  • the slipform paver serves here at the same time also the track bracket.
  • Such concreting in one Operation possible using a slipform paver a very quick and easy and therefore inexpensive Track construction, which is particularly suitable for railway tunnel construction.
  • the invention also relates to a longitudinal threshold, a slab track and a train tunnel with such a slab Roadway.
  • FIG. 1 shows a longitudinal threshold 28 that is still to be concreted, which is arranged at a distance from the top la of a sole 1.
  • the sole 1 is part of a train tunnel.
  • the sole 1 can also be another solid surface, for example an open route.
  • the longitudinal threshold 28 is preferably made of concrete and has one Length of 2.4 m, for example.
  • the ones not shown here further longitudinal sleepers 28 are lined up without gaps.
  • a rail 13 is mounted on the top of the longitudinal threshold 28 .
  • a plate Preferably resting the rail 13 according to Figure 3 on a plate, preferably is a rubber sheet.
  • the attachment of the rail 3 on the Longitudinal threshold 28 is carried out in a known manner with bolts 23 and Clip 16.
  • Figure 3 shows in detail a rail clamp 12, which is well known to the person skilled in the art and therefore not further here is explained.
  • through holes 32 are machined into the longitudinal sleeper 28, which to accommodate two adjustment spindles 4 and 2 as Serve armature spindle 5. These through holes 32 are located each in a threshold compartment 40 between two anchor plates 22.
  • the through holes 32 and those shown in Figure 3 Blind holes 36 for the bolts 23 are thus in the longitudinal direction the longitudinal threshold 28 arranged at a substantial distance from each other. This is essential for the strength of the longitudinal threshold 28.
  • the holes 32 thus affect the strength of the Longitudinal threshold 28 is only insignificant.
  • the armature spindles 5 and the adjusting spindles 4 are arranged diagonally. Under each through hole 36 is one in the sole 1 inserted anchor sleeve 6. The anchor spindles 5 are screwed with its lower end into such an anchor sleeve 6. The armature spindles 5 fix the longitudinal sleeper 28 the sole 1.
  • the longitudinal threshold 8 is in a rubber shoe 18 set as an elastic intermediate layer.
  • This has four Sealing sleeves 3, each in a through hole 32 and 36 intervene. These sealing sleeves 3 extend at least up to the upper edge 18a of the rubber shoe 18.
  • In the through holes 32 are each a threaded sleeve 7, which has an internal thread 7a.
  • the through holes 36 are each a guide sleeve 8 with a smooth Inner wall 8a used.
  • FIGS. 7 and 10 are omitted in FIGS. 7 and 10.
  • 32 adjustment spindles 4 are screwed into the through bores and thus the longitudinal sleepers 28 and those mounted thereon Rails 13 raised.
  • the adjustment spindles 4 are these are each provided with a square neck 11 at the upper end.
  • FIG. 8 shows only one adjustment spindle 4 shown.
  • the second adjustment spindle, not shown here 4 is screwed diagonally into the longitudinal sleeper 28 here.
  • every second longitudinal threshold 28 is a normal one Longitudinal threshold without through holes 32.
  • FIG. 8 is under each through hole 36 in the sole 1 a blind hole 31 for receiving the anchor sleeve 6 mentioned above incorporated.
  • each an armature spindle 5 is used.
  • These anchor sleeves 5 each have an external thread 29 at the lower end for connection to the anchor sleeve 6 and at the top Male thread 39 on. There is a nut on the external thread 39 10 screwed, with which the longitudinal threshold 28 down be excited. After inserting the armature spindles 5 will be the longitudinal thresholds 28 fine-tuned in height. Go berserk the adjustment spindles 4, the longitudinal thresholds 28 are lowered or raised. The armature spindles 5 are turned accordingly the nuts 10 adapted to the height adjustment.
  • FIG. 10 shows the concrete layer 33 that is brought in here as can be seen, does not go beyond the edge 18a.
  • the tie rods not shown here are before continuously removed from the slipform paver and back again built-in.
  • the slipform paver can do this at the same time be designed as a track holder.
  • a suitable slipform paver is disclosed in applicant's EP-A-0 634 525.
  • the longitudinal thresholds 28 are now a matter of course no longer movable. However, you can if necessary removed and replaced for repair. An expansion will made possible by the rubber shoe 18 and by a conical design the longitudinal sleepers 28 facilitated. This rubber shoe 18 can, however, also by other suitable means, for example with a suitable coating, for example with asphalt be replaced. In this case, the elastic intermediate layer, formed by the rubber shoe, in another place, for example between the rail and the threshold. Corrections in the position of the rails 13 are made later by appropriate settings of the rail clamp 12 possible.
  • the method according to the invention is characterized by a very high performance. Especially when it comes to expensive tunnel construction save substantial costs due to the achievable higher performance.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
EP98810644A 1997-07-07 1998-07-07 Procédé de réalisation d'une voie Withdrawn EP0894897A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CH1647/97 1997-07-07
CH164797 1997-07-07

Publications (1)

Publication Number Publication Date
EP0894897A1 true EP0894897A1 (fr) 1999-02-03

Family

ID=4215353

Family Applications (1)

Application Number Title Priority Date Filing Date
EP98810644A Withdrawn EP0894897A1 (fr) 1997-07-07 1998-07-07 Procédé de réalisation d'une voie

Country Status (1)

Country Link
EP (1) EP0894897A1 (fr)

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1039033A1 (fr) * 1999-03-19 2000-09-27 GSG Knape Gleissanierung GmbH Méthode de réalisation d'une voie ferrée et son système d'alignement
AT500110A1 (de) * 2004-03-22 2005-10-15 Wiener Linien Gmbh & Co Kg Schotterloser hochschallgedämmter eisenbahnoberbau und verfahren zur herstellung desselben
EP1775381A1 (fr) * 2005-10-12 2007-04-18 Volker Rail Nederland BV Procédé pour le renouvellement de voies ferrées en tunnel
EP2166149A2 (fr) * 2008-09-22 2010-03-24 edilon)(sedra GmbH Unité de pièce de structure de voie ferrée
CN101962924A (zh) * 2010-09-30 2011-02-02 天津二十冶建设有限公司 焊接型轨道的安装方法
CN101967782A (zh) * 2010-09-30 2011-02-09 中铁四局集团有限公司 城市轨道交通梯子形轨道施工方法
EP2740842A1 (fr) * 2012-12-07 2014-06-11 Sonneville AG Procédé de transformation d'une voie ballastée dans une voie de circulation fixe
GB2525940A (en) * 2014-05-09 2015-11-11 Lee Robb DMCMD Railway
CN107401091A (zh) * 2017-09-19 2017-11-28 北京市轨道交通建设管理有限公司 一种装配式轨道结构及其施工方法
CN108411718A (zh) * 2018-03-24 2018-08-17 安徽兴宇轨道装备有限公司 一种用于道床的调板工装
CN111270573A (zh) * 2019-12-06 2020-06-12 中铁宝桥集团有限公司 一种中低速磁浮轨排锚固装置及安装调整方法
CN112900161A (zh) * 2021-01-27 2021-06-04 中铁十二局集团有限公司 隧道套靴式弹性支承块整体道床施工工法

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4007710A1 (de) * 1990-03-10 1991-09-12 Dyckerhoff & Widmann Ag Verfahren zum herstellen eines eisenbahnoberbaus im tunnel
EP0634525A1 (fr) 1993-07-16 1995-01-18 Walo Bertschinger AG Machine à coffrage glissant
EP0681061A2 (fr) * 1994-05-02 1995-11-08 Walter Bau-Aktiengesellschaft Superstructure sans ballast pour voies ferrées et procédé pour sa fabrication
FR2731238A1 (fr) * 1995-03-02 1996-09-06 Vagneux Traverses Beton Procede de pose d'une voie ferree et dalle prefabriquee pour la mise en oeuvre de ce procede

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4007710A1 (de) * 1990-03-10 1991-09-12 Dyckerhoff & Widmann Ag Verfahren zum herstellen eines eisenbahnoberbaus im tunnel
EP0634525A1 (fr) 1993-07-16 1995-01-18 Walo Bertschinger AG Machine à coffrage glissant
EP0681061A2 (fr) * 1994-05-02 1995-11-08 Walter Bau-Aktiengesellschaft Superstructure sans ballast pour voies ferrées et procédé pour sa fabrication
FR2731238A1 (fr) * 1995-03-02 1996-09-06 Vagneux Traverses Beton Procede de pose d'une voie ferree et dalle prefabriquee pour la mise en oeuvre de ce procede

Cited By (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1039033A1 (fr) * 1999-03-19 2000-09-27 GSG Knape Gleissanierung GmbH Méthode de réalisation d'une voie ferrée et son système d'alignement
AT500110A1 (de) * 2004-03-22 2005-10-15 Wiener Linien Gmbh & Co Kg Schotterloser hochschallgedämmter eisenbahnoberbau und verfahren zur herstellung desselben
AT500110B1 (de) * 2004-03-22 2006-08-15 Wiener Linien Gmbh & Co Kg Schotterloser hochschallgedämmter eisenbahnoberbau und verfahren zur herstellung desselben
EP1775381A1 (fr) * 2005-10-12 2007-04-18 Volker Rail Nederland BV Procédé pour le renouvellement de voies ferrées en tunnel
EP2166149A3 (fr) * 2008-09-22 2011-06-15 edilon)(sedra GmbH Unité de pièce de structure de voie ferrée
EP2166149A2 (fr) * 2008-09-22 2010-03-24 edilon)(sedra GmbH Unité de pièce de structure de voie ferrée
CN101962924B (zh) * 2010-09-30 2012-02-08 天津二十冶建设有限公司 焊接型轨道的安装方法
CN101967782A (zh) * 2010-09-30 2011-02-09 中铁四局集团有限公司 城市轨道交通梯子形轨道施工方法
CN101962924A (zh) * 2010-09-30 2011-02-02 天津二十冶建设有限公司 焊接型轨道的安装方法
EP2740842A1 (fr) * 2012-12-07 2014-06-11 Sonneville AG Procédé de transformation d'une voie ballastée dans une voie de circulation fixe
US9260821B2 (en) 2012-12-07 2016-02-16 Sonneville Ag Method for converting a ballasted track into a slab track
GB2525940A (en) * 2014-05-09 2015-11-11 Lee Robb DMCMD Railway
GB2525940B (en) * 2014-05-09 2021-03-10 Robb Lee DMCMD Railway (New railway compatible with existing railway infrastructure)
CN107401091A (zh) * 2017-09-19 2017-11-28 北京市轨道交通建设管理有限公司 一种装配式轨道结构及其施工方法
CN107401091B (zh) * 2017-09-19 2023-08-18 北京市轨道交通建设管理有限公司 一种装配式轨道结构及其施工方法
CN108411718A (zh) * 2018-03-24 2018-08-17 安徽兴宇轨道装备有限公司 一种用于道床的调板工装
CN111270573A (zh) * 2019-12-06 2020-06-12 中铁宝桥集团有限公司 一种中低速磁浮轨排锚固装置及安装调整方法
CN112900161A (zh) * 2021-01-27 2021-06-04 中铁十二局集团有限公司 隧道套靴式弹性支承块整体道床施工工法

Similar Documents

Publication Publication Date Title
DE19837360C2 (de) Einbauverfahren für eine feste Schienenfahrbahn
DE3736943C1 (de) Eisenbahnoberbau,insbesondere fuer sehr hohe Fahrgeschwindigkeiten
EP0894897A1 (fr) Procédé de réalisation d'une voie
DE102006005376A1 (de) Feste Fahrbahn für Schienenfahrzeuge
DE4415363C1 (de) Eine feste Fahrbahn bildender Oberbau für Schienenbahnen, insb. für Brücken und Verfahren zu seiner Herstellung
DD284066A5 (de) Anordnung zur ausbildung von eisenbahnoberbauten
DE19849266C2 (de) Feste Fahrbahn für eine Straßenbahn
CH715209A2 (de) Gleiskörperübergangseinheit zwischen einem Schottergleisabschnitt und einem schotterlosen Gleisabschnitt.
DE2503590A1 (de) Blockschienen-gleissystem mit gummiabbindung
DE10236534B3 (de) Feste Fahrbahn und Verfahren zu ihrer Herstellung
DE3824132A1 (de) Verfahren zur verbindung eines gleisrostes mit einem eine feste fahrbahn bildenden oberbau fuer schienenbahnen
DE3440247A1 (de) Schalung fuer serienfertigteile aus stahlbeton, vornehmlich fuer vorgespannte weichenschwellen
EP0456147B1 (fr) Structure de voie ferrée
DE102004019083A1 (de) Verfahren zum Verlegen eines Gleisstranges
AT505821B1 (de) Verfahren und anordnung zum ausrichten vorgefertigter betontragplatten sowie tragbalkenelement zur verwendung in dem verfahren und der anordnung
EP1891271B1 (fr) Traverse de levage et d'orientation
EP2800833B1 (fr) Voie ferrée sans ballast
DE19620638C2 (de) Gleisoberbau
DE102012103001A1 (de) Feste Fahrbahn für Schienenfahrzeuge sowie Schienenbefestigungselement für eine feste Fahrbahn
DE69916641T2 (de) Verbesserungen an oder in bezug auf bahnanlagen für schienenfahrzeuge
DE19608523C1 (de) Befestigung einer Y-förmigen Stahlschwelle auf einer festen Fahrbahn und Verfahren zur Befestigung
DE4325869C2 (de) Feste Fahrbahn für schienengebundenen Verkehr
DE4326306C2 (de) Gleisüberwegplatte mit Spurrillenabdeckung
DE19920075A1 (de) Lagerung einer Schiene für Schienenfahrzeuge
DE1220879B (de) Unterfuehrungsbauwerk und Verfahren zu seinem nachtraeglichen Einbau

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT CH DE FR GB LI

AX Request for extension of the european patent

Free format text: AL;LT;LV;MK;RO;SI

17P Request for examination filed

Effective date: 19990628

AKX Designation fees paid

Free format text: AT CH DE FR GB LI

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN

18D Application deemed to be withdrawn

Effective date: 20010201