WO2007056968A1 - Feste fahrbahn für schienenfahrzeuge - Google Patents
Feste fahrbahn für schienenfahrzeuge Download PDFInfo
- Publication number
- WO2007056968A1 WO2007056968A1 PCT/DE2006/001792 DE2006001792W WO2007056968A1 WO 2007056968 A1 WO2007056968 A1 WO 2007056968A1 DE 2006001792 W DE2006001792 W DE 2006001792W WO 2007056968 A1 WO2007056968 A1 WO 2007056968A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- elastic elements
- concrete
- slab
- track according
- reinforcement
- Prior art date
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)
- Escalators And Moving Walkways (AREA)
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
- Machines For Laying And Maintaining Railways (AREA)
- Road Paving Structures (AREA)
- Amplifiers (AREA)
- Dynamo-Electric Clutches, Dynamo-Electric Brakes (AREA)
Abstract
Description
Claims
Priority Applications (10)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT06805409T ATE433521T1 (de) | 2005-11-15 | 2006-10-12 | Feste fahrbahn für schienenfahrzeuge |
DE502006003933T DE502006003933D1 (de) | 2005-11-15 | 2006-10-12 | Feste fahrbahn für schienenfahrzeuge |
JP2007556488A JP2008531871A (ja) | 2005-11-15 | 2006-10-12 | 軌道車両用固定軌道 |
EP06805409A EP1836352B1 (de) | 2005-11-15 | 2006-10-12 | Feste fahrbahn für schienenfahrzeuge |
US11/794,746 US20090121035A1 (en) | 2005-11-15 | 2006-10-12 | Fixed carriageway for rail vehicles |
PL06805409T PL1836352T3 (pl) | 2005-11-15 | 2006-10-12 | Stały tor jezdny dla pojazdów szynowych |
AU2006314905A AU2006314905B2 (en) | 2005-11-15 | 2006-10-12 | Fixed track bed for rail vehicles |
CA2592757A CA2592757C (en) | 2005-11-15 | 2006-10-12 | Fixed track bed for rail vehicles |
IL189167A IL189167A (en) | 2005-11-15 | 2008-01-31 | Fixed track for rail vehicles |
US12/803,823 US20100276503A1 (en) | 2005-11-15 | 2010-07-07 | Fixed carriageway for rail vehicles |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102005054820A DE102005054820A1 (de) | 2005-11-15 | 2005-11-15 | Feste Fahrbahn für Schienenfahrzeuge |
DE102005054820.2 | 2005-11-15 |
Related Child Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US12/803,823 Continuation US20100276503A1 (en) | 2005-11-15 | 2010-07-07 | Fixed carriageway for rail vehicles |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2007056968A1 true WO2007056968A1 (de) | 2007-05-24 |
Family
ID=37461146
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/DE2006/001792 WO2007056968A1 (de) | 2005-11-15 | 2006-10-12 | Feste fahrbahn für schienenfahrzeuge |
Country Status (14)
Country | Link |
---|---|
US (2) | US20090121035A1 (de) |
EP (1) | EP1836352B1 (de) |
JP (1) | JP2008531871A (de) |
KR (1) | KR20070097063A (de) |
CN (1) | CN101111642A (de) |
AT (1) | ATE433521T1 (de) |
AU (1) | AU2006314905B2 (de) |
CA (1) | CA2592757C (de) |
DE (2) | DE102005054820A1 (de) |
ES (1) | ES2327000T3 (de) |
IL (1) | IL189167A (de) |
PL (1) | PL1836352T3 (de) |
TW (1) | TW200728560A (de) |
WO (1) | WO2007056968A1 (de) |
Families Citing this family (9)
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 |
CA2975205A1 (en) * | 2015-01-30 | 2016-08-04 | Acciona Infraestructuras, S.A. | Formwork 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 |
RU2657709C1 (ru) * | 2017-01-18 | 2018-06-14 | Владимир Григорьевич Мелентьев | Железнодорожное звено |
Citations (4)
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EP1039030A1 (de) * | 1999-03-19 | 2000-09-27 | Allgemeine Baugesellschaft - A. Porr Aktiengesellschaft | Schotterloser Oberbau |
EP1231323A2 (de) * | 2001-02-09 | 2002-08-14 | Allgemeine Baugesellschaft - A. Porr Aktiengesellschaft | Schotterloser Oberbau für den schienengebundenen Verkehr |
WO2003087475A1 (de) * | 2002-04-13 | 2003-10-23 | 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 |
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US4457468A (en) * | 1979-08-24 | 1984-07-03 | Railroad Concrete Crosstie Corporation | Railroad grade crossing construction |
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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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DE9116628U1 (de) * | 1991-07-09 | 1993-04-15 | Clouth Gummiwerke Ag, 5000 Koeln, De | |
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 |
US5577662A (en) * | 1994-04-20 | 1996-11-26 | Hogue; Thomas A. | Embedded railway track system |
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 |
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 |
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 |
US6290143B1 (en) * | 1996-05-02 | 2001-09-18 | Century Group, L.L.C. | Apparatus and method for collecting liquid spillage at rail facilities |
GB9622924D0 (en) * | 1996-11-04 | 1997-01-08 | Alh Syst Ltd | Polymer embedment of rails |
US6079630A (en) * | 1997-04-11 | 2000-06-27 | Schroeder; Rick A. | Railway grade crossing apparatus and method of installation |
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US6439470B1 (en) * | 1999-12-03 | 2002-08-27 | William K. Hull | Prefabricated embedded railway track system with removable inserts |
US6672515B2 (en) * | 2001-09-18 | 2004-01-06 | Konkan Railwary Corporation Ltd. | Self stabilizing track system |
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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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DE10230741C1 (de) * | 2002-07-09 | 2003-09-18 | Pfleiderer Infrastrukturt Gmbh | Zwei- oder Mehrblockschwelle und Verfahren zu ihrer Herstellung |
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DE102005018195A1 (de) * | 2005-04-19 | 2006-11-02 | Rail.One Gmbh | Feste Fahrbahn für Schienenfahrzeuge und Verfahren zu ihrer Herstellung |
DE102005054820A1 (de) * | 2005-11-15 | 2007-05-24 | Rail.One Gmbh | Feste Fahrbahn für Schienenfahrzeuge |
-
2005
- 2005-11-15 DE DE102005054820A patent/DE102005054820A1/de not_active Withdrawn
-
2006
- 2006-10-12 WO PCT/DE2006/001792 patent/WO2007056968A1/de active Application Filing
- 2006-10-12 CA CA2592757A patent/CA2592757C/en active Active
- 2006-10-12 JP JP2007556488A patent/JP2008531871A/ja active Pending
- 2006-10-12 DE DE502006003933T patent/DE502006003933D1/de active Active
- 2006-10-12 KR KR1020077016229A patent/KR20070097063A/ko active Search and Examination
- 2006-10-12 CN CNA2006800037207A patent/CN101111642A/zh active Pending
- 2006-10-12 AT AT06805409T patent/ATE433521T1/de active
- 2006-10-12 ES ES06805409T patent/ES2327000T3/es active Active
- 2006-10-12 PL PL06805409T patent/PL1836352T3/pl unknown
- 2006-10-12 EP EP06805409A patent/EP1836352B1/de active Active
- 2006-10-12 US US11/794,746 patent/US20090121035A1/en not_active Abandoned
- 2006-10-12 AU AU2006314905A patent/AU2006314905B2/en not_active Ceased
- 2006-10-18 TW TW095138335A patent/TW200728560A/zh unknown
-
2008
- 2008-01-31 IL IL189167A patent/IL189167A/en active IP Right Grant
-
2010
- 2010-07-07 US US12/803,823 patent/US20100276503A1/en not_active Abandoned
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1039030A1 (de) * | 1999-03-19 | 2000-09-27 | Allgemeine Baugesellschaft - A. Porr Aktiengesellschaft | Schotterloser Oberbau |
EP1231323A2 (de) * | 2001-02-09 | 2002-08-14 | Allgemeine Baugesellschaft - A. Porr Aktiengesellschaft | Schotterloser Oberbau für den schienengebundenen Verkehr |
WO2003087475A1 (de) * | 2002-04-13 | 2003-10-23 | 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 |
Also Published As
Publication number | Publication date |
---|---|
CA2592757A1 (en) | 2007-05-24 |
DE102005054820A1 (de) | 2007-05-24 |
US20100276503A1 (en) | 2010-11-04 |
ES2327000T3 (es) | 2009-10-22 |
KR20070097063A (ko) | 2007-10-02 |
PL1836352T3 (pl) | 2009-11-30 |
US20090121035A1 (en) | 2009-05-14 |
IL189167A (en) | 2011-05-31 |
AU2006314905B2 (en) | 2009-08-13 |
ATE433521T1 (de) | 2009-06-15 |
CN101111642A (zh) | 2008-01-23 |
JP2008531871A (ja) | 2008-08-14 |
CA2592757C (en) | 2010-12-07 |
EP1836352A1 (de) | 2007-09-26 |
EP1836352B1 (de) | 2009-06-10 |
TW200728560A (en) | 2007-08-01 |
IL189167A0 (en) | 2008-08-07 |
AU2006314905A1 (en) | 2007-05-24 |
DE502006003933D1 (de) | 2009-07-23 |
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