US20090121035A1 - Fixed carriageway for rail vehicles - Google Patents

Fixed carriageway for rail vehicles Download PDF

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Publication number
US20090121035A1
US20090121035A1 US11/794,746 US79474606A US2009121035A1 US 20090121035 A1 US20090121035 A1 US 20090121035A1 US 79474606 A US79474606 A US 79474606A US 2009121035 A1 US2009121035 A1 US 2009121035A1
Authority
US
United States
Prior art keywords
fixed carriageway
resilient elements
carriageway according
prefabricated panels
fixed
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
US11/794,746
Other languages
English (en)
Inventor
Martin Kowalski
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
Rail One GmbH
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 Rail One GmbH filed Critical Rail One GmbH
Assigned to RAIL.ONE GMBH reassignment RAIL.ONE GMBH ASSIGNMENT OF ASSIGNORS INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: KOWALSKI, MARTIN, GALL, HEINRICH, HABAN, FRANZ
Publication of US20090121035A1 publication Critical patent/US20090121035A1/en
Abandoned 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
    • E01B9/00—Fastening rails on sleepers, or the like
    • E01B9/62—Rail fastenings incorporating resilient supports
    • 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
    • E01B9/00—Fastening rails on sleepers, or the like
    • E01B9/02—Fastening rails, tie-plates, or chairs directly on sleepers or foundations; Means therefor

Definitions

  • the invention relates to a fixed carriageway for rail vehicles which is mounted on resilient elements.
  • the carriageway is in this case formed as a separate vibratable mass, which is mounted movably with respect to the subsoil via a resilient element acting as a spring.
  • the resilient element which is disposed between the vibratable carriageway and the subsoil, e.g. a tunnel structure, in this case effects decoupling of the vibrations, so that the size of the vibrations transferred to the subsoil does not exceed a certain level.
  • the assembly of a carriageway by the in-situ method of construction with pre-placed resilient elements is however relatively expensive in practice, since an expensive casing has to be produced around the area to be filled with the fluid in-situ concrete in order that, when the in-situ concrete is cast, no rigid connections form between the substructure and the concrete support panel which may act as sound-transmission bridges.
  • the assembly of a carriageway by the in-situ method of construction with subsequently placed resilient elements is also relatively expensive in practice since the concrete support panel is conventionally hydraulically lifted in sections and then the resilient elements are positioned under the concrete support panel. Both methods are time-consuming and lead to considerable cost.
  • the object of the invention is therefore to indicate a fixed carriageway for rail vehicles whose manufacture can be made simpler and more cost-effective.
  • the concrete support panel include prefabricated panels and a layer of in-situ concrete resting thereon, the prefabricated panels resting on the resilient elements and forming a monolithic bond with the in-situ concrete.
  • the invention is based on the knowledge that prefabricated panels can be used which form the bottom-most layer of the vibratable sprung-mass system and simultaneously form a casing for the concreting of the concrete support panel.
  • the prefabricated panel is in this case placed on the resilient elements, and then the concrete support panel is concreted.
  • the stage necessary hitherto of forming casing for the concrete support panel becomes superfluous.
  • the subsequent lifting of the concreted concrete support panel becomes superfluous, since the resilient elements have already been positioned in the right place in advance.
  • the prefabricated panel may have its own reinforcement, in particular it may have a connecting reinforcement, which in the installed state forms a bond with the concrete support panel. If necessary, further reinforcement inserts can be laid on the prefabricated panel, which after concreting of the concrete support panel are located in its lower region. By the connecting reinforcement mentioned, a bond is created between the prefabricated panel and the concrete support panel.
  • This reinforcement can be formed as a reinforcement mesh, whose reinforcement rods disposed in the longitudinal direction respectively cover the butt joints.
  • the resilient elements of the fixed carriageway according to the invention can form an all-over support, or alternatively they can be formed as strip bearings, which are preferably disposed under sleeper blocks. In most cases, strip-like resilient elements suffice and are generally advantageous.
  • resilient elements in the form of springs may be considered, in particular these may take the form of spiral springs.
  • a particularly good vibration damping effect can be achieved if the concrete support panel is mounted resiliently in a trough. On the base of the trough are the resilient elements, on which the concrete support panel is laid. Since the concrete support panel can move relative to the trough, the desired technological decoupling of vibration is achieved. By the controlled selection of the mass of the concrete support panel and of the properties of the resilient elements, vibrations of a certain frequency range can be suppressed in a controlled manner.
  • FIG. 1 a perspective diagram partially in section of a fixed carriageway according to the invention.
  • FIG. 2 a section through the fixed carriageway shown in FIG. 1 transverse to the direction of travel.
  • the fixed carriageway shown in FIG. 1 is used in a tunnel and comprises a trough 2 , in which a concrete support panel 3 is resiliently mounted.
  • FIG. 2 shows a section through the fixed carriageway 1 shown in FIG. 1 transverse to the direction of travel.
  • resilient elements formed as strip bearings 5 and formed of elastomer material are laid on the base face 4 of the trough 2 .
  • a prefabricated panel 6 is laid, which has on its upper face 7 a projecting connecting reinforcement 8 . Additionally laid and aligned on the prefabricated panel 6 are longitudinal reinforcements 9 and optionally transverse reinforcements (not shown) as well as sleepers 10 , which are assembled to form a track grid with rail fixings 19 , rails 18 and longitudinal reinforcements 9 .
  • dual-block sleepers are used, whose sleeper blocks 11 , 12 are respectively connected together via a grid support 13 .
  • an additional reinforcement 17 overlapping the butt joint is laid.
  • the concrete panel 3 is formed, a bond of the concrete support panel 3 with the prefabricated panel 6 being produced by the connecting reinforcement 8 on the upper face 7 of the prefabricated panel 6 .
  • the sleepers 10 are embedded in the concrete support panel 3 , so that only the upper region of the sleeper blocks 112 projects from the concrete support panel 3 .
  • the concrete support panel 3 forms a vibratable mass with respect to the trough 2 , whose vibration behaviour can be adapted over a wide range by the mass of the concrete support panel 3 and the properties of the strip bearings 5 .
  • the width, thickness or material of the strip bearings 5 can be varied accordingly, as well as the mass of the concrete support panel 3 .

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Railway Tracks (AREA)
  • Intermediate Stations On Conveyors (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Road Paving Structures (AREA)
  • Escalators And Moving Walkways (AREA)
  • Dynamo-Electric Clutches, Dynamo-Electric Brakes (AREA)
  • Amplifiers (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
US11/794,746 2005-11-15 2006-10-12 Fixed carriageway for rail vehicles Abandoned US20090121035A1 (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE102005054820.2 2005-11-15
DE102005054820A DE102005054820A1 (de) 2005-11-15 2005-11-15 Feste Fahrbahn für Schienenfahrzeuge
PCT/DE2006/001792 WO2007056968A1 (de) 2005-11-15 2006-10-12 Feste fahrbahn für schienenfahrzeuge

Publications (1)

Publication Number Publication Date
US20090121035A1 true US20090121035A1 (en) 2009-05-14

Family

ID=37461146

Family Applications (2)

Application Number Title Priority Date Filing Date
US11/794,746 Abandoned US20090121035A1 (en) 2005-11-15 2006-10-12 Fixed carriageway for rail vehicles
US12/803,823 Abandoned US20100276503A1 (en) 2005-11-15 2010-07-07 Fixed carriageway for rail vehicles

Family Applications After (1)

Application Number Title Priority Date Filing Date
US12/803,823 Abandoned US20100276503A1 (en) 2005-11-15 2010-07-07 Fixed carriageway for rail vehicles

Country Status (14)

Country Link
US (2) US20090121035A1 (ja)
EP (1) EP1836352B1 (ja)
JP (1) JP2008531871A (ja)
KR (1) KR20070097063A (ja)
CN (1) CN101111642A (ja)
AT (1) ATE433521T1 (ja)
AU (1) AU2006314905B2 (ja)
CA (1) CA2592757C (ja)
DE (2) DE102005054820A1 (ja)
ES (1) ES2327000T3 (ja)
IL (1) IL189167A (ja)
PL (1) PL1836352T3 (ja)
TW (1) TW200728560A (ja)
WO (1) WO2007056968A1 (ja)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20090242654A1 (en) * 2006-03-02 2009-10-01 Anthony Jay Track Bed Structures
US20100276503A1 (en) * 2005-11-15 2010-11-04 Rail.One Gmbh Fixed carriageway for rail vehicles
US20180016751A1 (en) * 2015-01-30 2018-01-18 Acciona Infraestructuras, S.A. Forwork segment
JP2019501320A (ja) * 2016-01-11 2019-01-17 北京城建設計▲発▼展集団股▲ふん▼有限公司Ｂｅｉｊｉｎｇ Ｕｒｂａｎ Ｃｏｎｓｔｒｕｃｔｉｏｎ Ｄｅｓｉｇｎ ＆ Ｄｅｖｅｌｏｐｍｅｎｔ Ｇｒｏｕｐ Ｃｏ．， Ｌｉｍｉｔｅｄ プレハブスラブ式防振軌道構造システム及びその関連工法
US11021841B2 (en) 2016-01-26 2021-06-01 Jan Eisenreich Railway or tramway track

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2920448B1 (fr) * 2007-08-29 2013-07-05 Lohr Ind Module prefabrique de voie pour vehicule de transport urbain autoguide sur pneumatiques
DE102008016953A1 (de) * 2008-04-01 2009-10-08 Railone Gmbh Feste Fahrbahn für Schienenfahrzeuge
CN103669114B (zh) * 2012-09-06 2015-07-22 隔而固(青岛)振动控制有限公司 一种道床基底预制板及其应用
RU2657709C1 (ru) * 2017-01-18 2018-06-14 Владимир Григорьевич Мелентьев Железнодорожное звено

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US3756507A (en) * 1970-08-06 1973-09-04 Salzgitter Peine Stahlwerke Railroad track bed
US4311273A (en) * 1980-03-28 1982-01-19 True Temper Corporation Variable thickness fabric mat for railway track structure and method
US4449666A (en) * 1979-08-24 1984-05-22 Railroad Concrete Crosstie Corporation Concrete railroad tie for supporting grade crossing panels
US4457468A (en) * 1979-08-24 1984-07-03 Railroad Concrete Crosstie Corporation Railroad grade crossing construction
US4703890A (en) * 1984-07-27 1987-11-03 I.P.A. S.P.A. Industria Prefabbricati Components for ballast-less railroad lines laid on pre-fabricated reinforced concrete slabs
US5487501A (en) * 1991-07-09 1996-01-30 Clouth Gummiwerke Aktiengesellschaft Shock absorber component for railway track having pourous rubber particle core enclosed by cover layer
US5513797A (en) * 1989-08-26 1996-05-07 Lesley; Lewis Installation of rail tracks in roadways
US5535947A (en) * 1994-04-20 1996-07-16 Hogue; Thomas A. Embedded railway track system
US6068195A (en) * 1999-07-30 2000-05-30 Century Group Inc. Apparatus and method for railway crossing structure
US6079630A (en) * 1997-04-11 2000-06-27 Schroeder; Rick A. Railway grade crossing apparatus and method of installation
US6354512B2 (en) * 1996-11-04 2002-03-12 Hyperlast Limited Polymer embedment of rails
US6415987B2 (en) * 1996-05-02 2002-07-09 Century Group L.L.C. Method for collecting liquid spillage at rail facilities
US6431462B1 (en) * 1998-08-21 2002-08-13 Omega Industries, Inc. Railroad crossing spacers
US6439470B1 (en) * 1999-12-03 2002-08-27 William K. Hull Prefabricated embedded railway track system with removable inserts
US20030052182A1 (en) * 2001-09-18 2003-03-20 Bojji Rajaram Self stabilizing track system
US20030085292A1 (en) * 2001-10-18 2003-05-08 Dominicus Bruyn Between-rails roadway for road-rail crossings
US6764021B1 (en) * 2002-03-20 2004-07-20 American Concrete Products Co. Concrete railroad grade crossing panels
US20040232254A1 (en) * 2002-07-25 2004-11-25 Martin Kowalski Concrete railroad tie with guide plates for the rail base
US20050145709A1 (en) * 2002-07-09 2005-07-07 Martin Kowalski Biblock or multiblock transverse member and method for the production thereof
US6997391B1 (en) * 2003-03-03 2006-02-14 Bnsf Railway Company Railroad crossing flangeway liner
US20060124760A1 (en) * 2002-10-01 2006-06-15 Wolfgang Markus Fixed track for rail vehicles and method for production thereof
US20070164125A1 (en) * 2005-04-19 2007-07-19 Stephan Freudenstein Fixed carriageway for rail vehicles and method of manufacturing the same
US20080257971A1 (en) * 2005-03-26 2008-10-23 Martin Kowalski Method of Adjusting the Height of a Fixed Rail Carriageway
US7484669B2 (en) * 2005-04-05 2009-02-03 Metroshield Llc Insulated rail for electric transit systems and method of making same

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JPH02311640A (ja) * 1989-05-25 1990-12-27 Takenaka Komuten Co Ltd 合成床の構築方法
IT1256209B (it) * 1992-12-21 1995-11-29 Coopsette Scrl Gruppo di armamento a blocchi di supporto rotaia trasversalmente allogiati in contenitori longitudinali con interposizione di elementi elastici
JP3326729B2 (ja) * 1994-03-28 2002-09-24 清水建設株式会社 防振軌道
JPH0827703A (ja) * 1994-07-14 1996-01-30 Bridgestone Corp 軌道用フローティングスラブの型枠構造
JPH0827702A (ja) * 1994-07-14 1996-01-30 Bridgestone Corp 軌道用フローティングスラブの型枠構造
JP2990221B2 (ja) * 1994-12-06 1999-12-13 東急建設株式会社 プレキャスト版によるフローティングスラブ
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JP3652316B2 (ja) * 2002-02-20 2005-05-25 フジモリ産業株式会社 コンクリートスラブ
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DE10307210A1 (de) * 2002-03-05 2003-09-18 Phoenix Ag Masse-Feder-System
DE10216573B4 (de) * 2002-04-13 2013-04-04 Max Bögl Bauunternehmung GmbH & Co. KG Verfahren zur Lagerung eines Betonbauteiles und Feste Fahrbahn
DE10301231B3 (de) * 2003-01-15 2004-01-22 Heitkamp-Deilmann-Haniel Gmbh Über Viadukte geführter Oberbau für schienengebundene Fahrzeuge
DE102005054820A1 (de) * 2005-11-15 2007-05-24 Rail.One Gmbh Feste Fahrbahn für Schienenfahrzeuge

Patent Citations (27)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3756507A (en) * 1970-08-06 1973-09-04 Salzgitter Peine Stahlwerke Railroad track bed
US4449666A (en) * 1979-08-24 1984-05-22 Railroad Concrete Crosstie Corporation Concrete railroad tie for supporting grade crossing panels
US4457468A (en) * 1979-08-24 1984-07-03 Railroad Concrete Crosstie Corporation Railroad grade crossing construction
US4311273A (en) * 1980-03-28 1982-01-19 True Temper Corporation Variable thickness fabric mat for railway track structure and method
US4703890A (en) * 1984-07-27 1987-11-03 I.P.A. S.P.A. Industria Prefabbricati Components for ballast-less railroad lines laid on pre-fabricated reinforced concrete slabs
US5513797A (en) * 1989-08-26 1996-05-07 Lesley; Lewis Installation of rail tracks in roadways
US5487501A (en) * 1991-07-09 1996-01-30 Clouth Gummiwerke Aktiengesellschaft Shock absorber component for railway track having pourous rubber particle core enclosed by cover layer
US5535947A (en) * 1994-04-20 1996-07-16 Hogue; Thomas A. Embedded railway track system
US6415987B2 (en) * 1996-05-02 2002-07-09 Century Group L.L.C. Method for collecting liquid spillage at rail facilities
US6354512B2 (en) * 1996-11-04 2002-03-12 Hyperlast Limited Polymer embedment of rails
US6079630A (en) * 1997-04-11 2000-06-27 Schroeder; Rick A. Railway grade crossing apparatus and method of installation
US6431462B1 (en) * 1998-08-21 2002-08-13 Omega Industries, Inc. Railroad crossing spacers
US6068195A (en) * 1999-07-30 2000-05-30 Century Group Inc. Apparatus and method for railway crossing structure
US6439470B1 (en) * 1999-12-03 2002-08-27 William K. Hull Prefabricated embedded railway track system with removable inserts
US20030052182A1 (en) * 2001-09-18 2003-03-20 Bojji Rajaram Self stabilizing track system
US6672515B2 (en) * 2001-09-18 2004-01-06 Konkan Railwary Corporation Ltd. Self stabilizing track system
US20030085292A1 (en) * 2001-10-18 2003-05-08 Dominicus Bruyn Between-rails roadway for road-rail crossings
US6764021B1 (en) * 2002-03-20 2004-07-20 American Concrete Products Co. Concrete railroad grade crossing panels
US7198200B2 (en) * 2002-07-09 2007-04-03 Pfleiderer Infrastrukturtechnik Gmbh & Co. Kg Biblock or multiblock transverse member and method for the production thereof
US20050145709A1 (en) * 2002-07-09 2005-07-07 Martin Kowalski Biblock or multiblock transverse member and method for the production thereof
US20040232254A1 (en) * 2002-07-25 2004-11-25 Martin Kowalski Concrete railroad tie with guide plates for the rail base
US7156319B2 (en) * 2002-07-25 2007-01-02 Pfleiderer Infrastruktechnik Gmbh & Co. Kg Concrete railroad tie with guide plates for the rail base
US20060124760A1 (en) * 2002-10-01 2006-06-15 Wolfgang Markus Fixed track for rail vehicles and method for production thereof
US6997391B1 (en) * 2003-03-03 2006-02-14 Bnsf Railway Company Railroad crossing flangeway liner
US20080257971A1 (en) * 2005-03-26 2008-10-23 Martin Kowalski Method of Adjusting the Height of a Fixed Rail Carriageway
US7484669B2 (en) * 2005-04-05 2009-02-03 Metroshield Llc Insulated rail for electric transit systems and method of making same
US20070164125A1 (en) * 2005-04-19 2007-07-19 Stephan Freudenstein Fixed carriageway for rail vehicles and method of manufacturing the same

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20100276503A1 (en) * 2005-11-15 2010-11-04 Rail.One Gmbh Fixed carriageway for rail vehicles
US20090242654A1 (en) * 2006-03-02 2009-10-01 Anthony Jay Track Bed Structures
US20180016751A1 (en) * 2015-01-30 2018-01-18 Acciona Infraestructuras, S.A. Forwork segment
JP2019501320A (ja) * 2016-01-11 2019-01-17 北京城建設計▲発▼展集団股▲ふん▼有限公司Ｂｅｉｊｉｎｇ Ｕｒｂａｎ Ｃｏｎｓｔｒｕｃｔｉｏｎ Ｄｅｓｉｇｎ ＆ Ｄｅｖｅｌｏｐｍｅｎｔ Ｇｒｏｕｐ Ｃｏ．， Ｌｉｍｉｔｅｄ プレハブスラブ式防振軌道構造システム及びその関連工法
US11021841B2 (en) 2016-01-26 2021-06-01 Jan Eisenreich Railway or tramway track

Also Published As

Publication number Publication date
DE102005054820A1 (de) 2007-05-24
PL1836352T3 (pl) 2009-11-30
JP2008531871A (ja) 2008-08-14
CA2592757A1 (en) 2007-05-24
KR20070097063A (ko) 2007-10-02
AU2006314905A1 (en) 2007-05-24
US20100276503A1 (en) 2010-11-04
IL189167A0 (en) 2008-08-07
EP1836352A1 (de) 2007-09-26
IL189167A (en) 2011-05-31
DE502006003933D1 (de) 2009-07-23
EP1836352B1 (de) 2009-06-10
CA2592757C (en) 2010-12-07
CN101111642A (zh) 2008-01-23
ES2327000T3 (es) 2009-10-22
WO2007056968A1 (de) 2007-05-24
TW200728560A (en) 2007-08-01
AU2006314905B2 (en) 2009-08-13
ATE433521T1 (de) 2009-06-15

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Owner name: RAIL.ONE GMBH, GERMANY

Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNORS:KOWALSKI, MARTIN;GALL, HEINRICH;HABAN, FRANZ;REEL/FRAME:019788/0891;SIGNING DATES FROM 20070706 TO 20070719

STCB Information on status: application discontinuation

Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION