EP1836352B1 - Feste fahrbahn für schienenfahrzeuge - Google Patents

Feste fahrbahn für schienenfahrzeuge Download PDF

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Publication number
EP1836352B1
EP1836352B1 EP06805409A EP06805409A EP1836352B1 EP 1836352 B1 EP1836352 B1 EP 1836352B1 EP 06805409 A EP06805409 A EP 06805409A EP 06805409 A EP06805409 A EP 06805409A EP 1836352 B1 EP1836352 B1 EP 1836352B1
Authority
EP
European Patent Office
Prior art keywords
concrete
fixed carriageway
resilient elements
rail vehicles
prefabricated panels
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.)
Active
Application number
EP06805409A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP1836352A1 (de
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/de
Application granted granted Critical
Publication of EP1836352B1 publication Critical patent/EP1836352B1/de
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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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 solid track for rail vehicles, which is mounted on elastic elements, according to the preamble of claim 1.
  • Elastic mounted solid lanes are for example off WO 03/087475 A1 known.
  • the roadway When driving over roadways by rail vehicles shocks are generated, which are passed through the ground and thus noticed in adjacent buildings.
  • 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 causes a decoupling of the vibrations, so that the size 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 which 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 according to the invention has a connection reinforcement, which in the installed state forms a monolithic composite with the in-situ concrete of the concrete slab.
  • the monolithic composite can be done by gluing and / or profiling the surfaces of the finished part plugs (6) and / or mechanical connections. If necessary, further reinforcement inserts can be placed on the precast slab, which are in the lower area after concreting the concrete slab.
  • an additional reinforcement can 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 can form a full-surface bearing, alternatively they can be designed as strip bearings, which are preferably arranged below threshold blocks. In most cases, strip-shaped elastic elements are sufficient and generally advantageous.
  • 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 shown fixed carriageway 1 is used in a tunnel and includes a trough 2, in which a concrete support plate 3 is mounted elastically. It's going on at the same time Fig. 2 Referenced a section through the in Fig. 1 shown fixed carriageway 1 transverse to the direction of travel shows.
  • 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 On the elastic elements, a finished plate 6 is placed, which has on its upper side 7 a protruding connection reinforcement 8.
  • the threshold blocks 11, 12 are 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 threshold 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 only transferred to a small extent on 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)
  • Escalators And Moving Walkways (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Dynamo-Electric Clutches, Dynamo-Electric Brakes (AREA)
  • Amplifiers (AREA)
  • Road Paving Structures (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
EP06805409A 2005-11-15 2006-10-12 Feste fahrbahn für schienenfahrzeuge Active EP1836352B1 (de)

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 (de) 2005-11-15 2006-10-12 Feste fahrbahn für schienenfahrzeuge

Publications (2)

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

Family

ID=37461146

Family Applications (1)

Application Number Title Priority Date Filing Date
EP06805409A Active EP1836352B1 (de) 2005-11-15 2006-10-12 Feste fahrbahn für schienenfahrzeuge

Country Status (14)

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

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2657709C1 (ru) * 2017-01-18 2018-06-14 Владимир Григорьевич Мелентьев Железнодорожное звено
WO2026015180A1 (en) * 2024-07-09 2026-01-15 voestalpine Railway Systems Nortrak LLC Direct fixation block assembly

Families Citing this family (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
US20180016751A1 (en) * 2015-01-30 2018-01-18 Acciona Infraestructuras, S.A. Forwork segment
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
CZ306897B6 (cs) 2016-01-26 2017-08-30 Jan Eisenreich Železniční nebo tramvajová kolej
GB201911439D0 (en) * 2019-08-09 2019-09-25 Carpet Track Ltd Light railway system

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JPH02311640A (ja) * 1989-05-25 1990-12-27 Takenaka Komuten Co Ltd 合成床の構築方法
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2657709C1 (ru) * 2017-01-18 2018-06-14 Владимир Григорьевич Мелентьев Железнодорожное звено
WO2026015180A1 (en) * 2024-07-09 2026-01-15 voestalpine Railway Systems Nortrak LLC Direct fixation block assembly

Also Published As

Publication number Publication date
IL189167A0 (en) 2008-08-07
AU2006314905A1 (en) 2007-05-24
WO2007056968A1 (de) 2007-05-24
DE102005054820A1 (de) 2007-05-24
ES2327000T3 (es) 2009-10-22
DE502006003933D1 (de) 2009-07-23
CN101111642A (zh) 2008-01-23
TW200728560A (en) 2007-08-01
PL1836352T3 (pl) 2009-11-30
EP1836352A1 (de) 2007-09-26
AU2006314905B2 (en) 2009-08-13
JP2008531871A (ja) 2008-08-14
CA2592757C (en) 2010-12-07
US20100276503A1 (en) 2010-11-04
CA2592757A1 (en) 2007-05-24
US20090121035A1 (en) 2009-05-14
KR20070097063A (ko) 2007-10-02
IL189167A (en) 2011-05-31
ATE433521T1 (de) 2009-06-15

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