EP1836352A1 - Voie fixe pour vehicules ferroviaires - Google Patents

Voie fixe pour vehicules ferroviaires

Info

Publication number
EP1836352A1
EP1836352A1 EP06805409A EP06805409A EP1836352A1 EP 1836352 A1 EP1836352 A1 EP 1836352A1 EP 06805409 A EP06805409 A EP 06805409A EP 06805409 A EP06805409 A EP 06805409A EP 1836352 A1 EP1836352 A1 EP 1836352A1
Authority
EP
European Patent Office
Prior art keywords
elastic elements
concrete
slab
track according
reinforcement
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
EP06805409A
Other languages
German (de)
English (en)
Other versions
EP1836352B1 (fr
Inventor
Martin Kowalski
Heinrich Gall
Franz Haban
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
Priority to PL06805409T priority Critical patent/PL1836352T3/pl
Publication of EP1836352A1 publication Critical patent/EP1836352A1/fr
Application granted granted Critical
Publication of EP1836352B1 publication Critical patent/EP1836352B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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
    • 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 solid track for rail vehicles, which is mounted on elastic elements.
  • the roadway is designed as a separate, oscillatory mass, which is movably supported by an elastic, acting as a spring element against the ground.
  • the elastic element which is arranged between the vibratory road surface and the ground, for example a tunnel structure, thereby effects a decoupling of the vibrations, so that the magnitude of the vibrations transmitted to the ground does not exceed a certain level.
  • the invention is therefore an object of the invention to provide a solid track for rail vehicles, their production can be done easier and cheaper.
  • the invention is based on the finding that prefabricated panels can be used which form the lowest layer of the oscillatory mass-spring system and at the same time form a formwork for concreting the concrete support panel.
  • the precast slab is placed on the elastic elements, then the concrete slab is concreted. This eliminates the previously required process step of producing a formwork for the concrete slab. It also eliminates the subsequent lifting of the concrete concrete concrete slab, since the elastic elements are already positioned in advance in the right place.
  • the precast slab may have its own reinforcement, in particular it may have a connection reinforcement, which forms a composite with the concrete slab in the installed state. If necessary, further reinforcement inserts can be placed on the precast slab, which are located in the lower area after concreting the concrete slab.
  • connection reinforcement a bond between the precast slab and the concrete slab is created.
  • an additional reinforcement may be arranged at the joints.
  • This reinforcement can be designed as a reinforcing mat whose longitudinally arranged reinforcing bars each cover the joints.
  • the elastic elements of the solid track according to the invention may form a full-surface bearing, alternatively they may be formed as strip bearings, which are preferably arranged below threshold blocks. In most cases, strip-shaped elastic elements are sufficient and generally advantageous. As a further alternative come in the solid pavement according to the invention as springs formed elastic elements in question, in particular they may be formed as coil springs.
  • a particularly good vibration damping can be achieved if the concrete support plate is mounted elastically in a trough. On the bottom of the trough are the elastic elements on which the concrete support plate is placed. Since the concrete support plate can move relative to the trough, there is the desired vibration control decoupling. Due to the specific choice of the mass of the concrete support plate and the properties of the elastic elements targeted vibrations of a certain frequency range can be suppressed.
  • FIG. 1 shows a perspective, partially cutaway view of a solid roadway according to the invention.
  • Fig. 2 shows a section through the fixed carriageway shown in Fig. 1 transverse to
  • the fixed carriageway 1 shown in Fig. 1 is used in a tunnel and comprises a trough 2, in which a concrete support plate 3 is elastically mounted. Reference is made at the same time to Fig. 2, which shows a section through the fixed track 1 shown in Fig. 1 transversely to the direction of travel.
  • the base 4 of the trough 2 elastic elements which are formed as a strip bearing 5 and made of an elastomeric material, placed.
  • a finished plate 6 is placed, which has on its upper side 7 a protruding connection reinforcement 8.
  • longitudinal reinforcements 9 and optionally not illustrated transverse reinforcements and sleepers 10 which are mounted with rail fastenings 19, rails 18 and longitudinal reinforcements 9 to form a track grid, are placed and adjusted on the finished part panel 6.
  • the threshold blocks 11, 12 are each connected to each other via a lattice girder 13.
  • the joint overlapping reinforcement 17 is placed.
  • the sleepers 10 are poured into the concrete support plate 3, so that only the upper region of the sleeper blocks 11, 12 protrudes from the concrete support plate 3.
  • the concrete support plate 3 forms a relative to the trough 2 oscillatory mass whose vibration behavior can be adjusted by the mass of the concrete support plate 3 and the properties of the strip bearing 5 in a wide range.
  • the width, the thickness or the material of the strip bearing 5 can be varied accordingly, as well as the mass of the concrete support plate 3.
  • the desired favorable vibration behavior can be achieved so that when driving the fixed lane 1 vibrations caused by a rail vehicle not or transferred only slightly to the trough 2 and the environment.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Railway Tracks (AREA)
  • Intermediate Stations On Conveyors (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Amplifiers (AREA)
  • Dynamo-Electric Clutches, Dynamo-Electric Brakes (AREA)
  • Escalators And Moving Walkways (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Road Paving Structures (AREA)
EP06805409A 2005-11-15 2006-10-12 Voie fixe pour vehicules ferroviaires Active EP1836352B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL06805409T PL1836352T3 (pl) 2005-11-15 2006-10-12 Stały tor jezdny dla pojazdów szynowych

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102005054820A DE102005054820A1 (de) 2005-11-15 2005-11-15 Feste Fahrbahn für Schienenfahrzeuge
PCT/DE2006/001792 WO2007056968A1 (fr) 2005-11-15 2006-10-12 Voie fixe pour vehicules ferroviaires

Publications (2)

Publication Number Publication Date
EP1836352A1 true EP1836352A1 (fr) 2007-09-26
EP1836352B1 EP1836352B1 (fr) 2009-06-10

Family

ID=37461146

Family Applications (1)

Application Number Title Priority Date Filing Date
EP06805409A Active EP1836352B1 (fr) 2005-11-15 2006-10-12 Voie fixe pour vehicules ferroviaires

Country Status (14)

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

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11021841B2 (en) 2016-01-26 2021-06-01 Jan Eisenreich Railway or tramway track

Families Citing this family (8)

* Cited by examiner, † Cited by third party
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DE102005054820A1 (de) * 2005-11-15 2007-05-24 Rail.One Gmbh Feste Fahrbahn für Schienenfahrzeuge
GB0604169D0 (en) * 2006-03-02 2006-04-12 Jay Anthony Track bed structures
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
WO2016120504A1 (fr) * 2015-01-30 2016-08-04 Acciona Infraestructuras, S.A. Segment de coffrage
CN105625104B (zh) * 2016-01-11 2018-08-24 北京城建设计发展集团股份有限公司 一种预制板式减振轨道结构系统及配套施工方法
RU2657709C1 (ru) * 2017-01-18 2018-06-14 Владимир Григорьевич Мелентьев Железнодорожное звено

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JPH02311640A (ja) * 1989-05-25 1990-12-27 Takenaka Komuten Co Ltd 合成床の構築方法
US5513797A (en) * 1989-08-26 1996-05-07 Lesley; Lewis Installation of rail tracks in roadways
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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
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11021841B2 (en) 2016-01-26 2021-06-01 Jan Eisenreich Railway or tramway track

Also Published As

Publication number Publication date
TW200728560A (en) 2007-08-01
US20100276503A1 (en) 2010-11-04
AU2006314905B2 (en) 2009-08-13
CA2592757C (fr) 2010-12-07
KR20070097063A (ko) 2007-10-02
CN101111642A (zh) 2008-01-23
EP1836352B1 (fr) 2009-06-10
US20090121035A1 (en) 2009-05-14
DE502006003933D1 (de) 2009-07-23
IL189167A (en) 2011-05-31
IL189167A0 (en) 2008-08-07
ES2327000T3 (es) 2009-10-22
ATE433521T1 (de) 2009-06-15
AU2006314905A1 (en) 2007-05-24
CA2592757A1 (fr) 2007-05-24
DE102005054820A1 (de) 2007-05-24
JP2008531871A (ja) 2008-08-14
PL1836352T3 (pl) 2009-11-30
WO2007056968A1 (fr) 2007-05-24

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