WO2006111113A1 - Feste fahrbahn für schienenfahrzeuge und verfahren zu ihrer herstellung - Google Patents
Feste fahrbahn für schienenfahrzeuge und verfahren zu ihrer herstellung Download PDFInfo
- Publication number
- WO2006111113A1 WO2006111113A1 PCT/DE2006/000284 DE2006000284W WO2006111113A1 WO 2006111113 A1 WO2006111113 A1 WO 2006111113A1 DE 2006000284 W DE2006000284 W DE 2006000284W WO 2006111113 A1 WO2006111113 A1 WO 2006111113A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- iron
- spacer
- track according
- transverse
- longitudinal bars
- 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
- 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
- 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
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B2205/00—Electrical insulation of railway track parts
Definitions
- the invention relates to a fixed track for rail vehicles embedded in a carriageway plate sleepers and a reinforcement comprising a plurality of parallel in the track plate and transverse to the sleepers arranged longitudinal iron and traverses.
- slab track means a track track with a superstructure where the ballast is replaced by another material, such as concrete or asphalt, and when the slab track is built, the sleepers are adjusted and embedded in a potting compound to form a deck slab
- the substructure of the carriageway slab may comprise a hydraulically bound support layer, a gravel support layer, an antifreeze layer, a foil or a geotextile.
- track circuits can be used in which by a transmitter an audio-frequency signal is fed into the track so that the rails serve as a forward or return conductor. At a remote location, the signal is evaluated by a receiver and based on the received signal level it is decided whether the track section between transmitter and receiver is free.
- One of these track circuit systems which is called UM71 and used in various countries, operates at four carrier frequencies between 1.7 and 3.1 kHz.
- the invention is therefore based on the problem of specifying a solid roadway in which a track circuit system can be used without interference.
- the receiver of the track circuit only measures a low level when there is actually a train on the track section.
- extending parallel to each other and / or coupled longitudinal iron in the overlapping region are electrically isolated from each other.
- the electrical interruption of the longitudinal bars is a particularly effective means for reducing the damping.
- the length of the continuous longitudinal bars of the reinforcement is shortened to a certain value, so that the desired reduced damping sets.
- a trouble-free operation of the track circuit can be achieved in the solid track according to the invention, in particular, that between two iron to be insulated from each other, a spacer is arranged.
- a spacer can be mounted practically without effort in the construction of the fixed carriageway.
- the iron to be insulated from each other are held at a certain distance from one another before being embedded in the potting compound so that no electrical connection is created between the longitudinal bars and the transverse bars. It is to be regarded as a particularly great advantage that the static properties of the fixed lane are not affected by the spacers, as in the inventive lane still the same longitudinal and transverse iron are used, which are practically in the same place as in conventional fixed lanes ,
- the spacer comprises a first, the first iron at least partially embracing portion and a second, the second iron at least partially embracing portion.
- a spacer constructed is characterized by a particularly good grip on the iron, slipping or moving is practically impossible. An even better hold and a particularly secure attachment results when the first and the second portion of a spacer formed circular segment and adapted to the outer diameter of the iron.
- the first and the second portion of the spacer may be offset by 90 ° to each other.
- the spacers are particularly easy to install, if the two sections are designed as clips. It may be provided that the spacers made of an elastic material, in particular of a plastic material. Such spacers can be produced inexpensively and can be easily clipped onto the normally round iron.
- longitudinal bars are isolated by spacers of transverse irons, which are formed for example as lower chords of a lattice girder of a threshold.
- sleepers for a fixed carriageway may have two sleepers connected by two parallel lattice girders.
- the lattice girder (s) typically comprise a plurality of transverse bars acting as crossbars.
- At least one iron may have an insulating coating.
- the coating serves the same purpose as the spacer since it prevents contact between a cross bar and a longitudinal bar, so that closed short-circuit current paths are not formed. Accordingly, an additional energy withdrawal or damping of the track circuit signals is prevented.
- a transverse iron having the insulating coating may be formed as a bottom flange of a lattice girder of a threshold.
- Such a lower belt can be completely provided with the insulating coating, so that there is no unwanted contact with a longitudinal iron anywhere.
- the solid roadway according to the invention In order to minimize the construction costs, it is sufficient in the case of the solid roadway according to the invention that, in the case of a threshold having a plurality of lattice girders, only one lower belt of a lattice girder has the insulating coating. It is particularly expedient that the lower belt having the insulating coating has a different height position, in particular a lower height than the remaining lower belt. The longitudinal bars can then rest on the flatter bottom chord, without contact between them, besides the longitudinal bars are also isolated from those lower chords, which have a normal height.
- the sections of the lattice girder adjacent to the lower belt additionally have an insulating coating. This also prevents contact between the longitudinal bars and / or vertically extending sections of the lattice girder of the threshold.
- the invention relates to a method for producing a solid track for rail vehicles embedded in a carriageway plate sleepers and a reinforcement comprising a plurality of parallel in the track plate and transverse to the sleepers arranged longitudinal iron and transverse iron.
- the longitudinal iron and transverse iron are installed electrically isolated from each other.
- 1A is a plan view of a fixed track according to the invention according to a first embodiment
- Fig. 1B is a side view of the fixed carriageway shown in Fig. 1A;
- FIG. 1C is an enlarged detail of FIG. 1B; FIG.
- FIG. 1 D shows a section through the fixed carriageway in the region of a threshold
- Fig. 2A a spacer
- FIG. 2B shows the spacer shown in FIG. 2A in a view rotated by 90 °
- 3A is a plan view of a fixed track according to the invention according to a second embodiment
- Fig. 3B is a side view of the fixed carriageway shown in Fig. 3A;
- FIG. 3C is an enlarged detail of FIG. 3B; FIG. and
- 3D shows a section through the solid roadway in the region of a threshold.
- the solid track 1 shown in FIGS. 1A, 1 B and 1 D consists essentially of a carriageway slab 2 made of concrete, which in the illustrated embodiment rests on a hydraulically bound support layer as a substructure 3.
- the substructure 3 rests on an antifreeze layer 17.
- sleepers 4 are embedded, which are designed as two-block sleepers and carry the rails 5.
- Each tie 4 comprises two parallel lattice girders 6, 7 connected to concrete sleepers 8, 9.
- a cross bar 10 is disposed between each adjacent threshold as part of the reinforcement. Serve next to it also the transverse straps of the lattice girders 6, 7 as a cross bar of the reinforcement.
- the reinforcement comprises longitudinal bars 11 arranged at right angles to the transverse bars and running parallel to the bars 5. As best seen in Fig. 1 D, sixteen longitudinal bars 11 are used in the illustrated embodiment, which are pushed through the lattice girders 6, 7. In addition, 4 longitudinal bars 12, 13 are arranged on the outer sides of the sleepers.
- transverse iron 10 and longitudinal bars 11 and transverse bars 10 and longitudinal bars 12 or 13 spacers 14 are used, which are clipped onto the reinforcing bars having a circular cross-section.
- the spacer 14 in two views rotated by 90 °.
- the spacer 14 consists of a first circular segment section 15 and a second circular segment section 16, which is rotated relative to the first circular segment section 15 by 90 °.
- the circle segment sections 15, 16 can be easily clipped onto the reinforcing bars with their open section.
- the two reinforcing bars such as a cross bar 10 and a longitudinal bar 11, are kept at a fixed distance from each other.
- the spacers 14 are applied prior to casting the deck panel 2 and provide the desired electrical insulation between the longitudinal and transverse reinforcing bars. There are two different spacers 14 are used. The spacer shown in FIGS.
- 2A and 2B is intended for the connection of rods of different diameter, such as for the connection of a lattice girder with a longitudinal iron.
- spacers 14 are used for the connection of transverse iron with longitudinal bars, in which the circular segment sections are the same size.
- FIG. 1C shows an enlarged detail of FIG. 1B in the region of the connection of a lattice girder with a longitudinal iron.
- the longitudinal bar 11 is held at a defined distance from the transverse lower flange 21 of the lattice girder, a contact and the formation of an electrical circuit between the transverse iron 10 and longitudinal bars 11 is prevented. It suffices if the spacers 14 are clipped onto a transverse iron 10 or to a lower flange of a lattice girder, as this also electrically isolates the other lower girders from the longitudinal iron.
- the two outer longitudinal bars 12, 13, which rest on the traversing iron, are also separated and isolated by the spacers 14 of the traverse iron 10.
- Two sleepers are used per sleeper compartment.
- the traverses in each sleeper compartment are also insulated from the underlying longitudinal reinforcement by spacers, four spacers are used per crossbar 10, as shown in Fig. 1A.
- the longitudinal bars are also separated from each other in the overlapping area by two spacers 14.
- the overlapping area in the illustrated embodiment is approximately 1.2 meters, in this case the individual longitudinal bars 11 are 14 meters long, so that sections of this length which are electrically insulated from one another are formed.
- the dimensions given are not to be regarded as limiting, but can be changed depending on the respective requirements.
- FIGS. 3A to 3D A second embodiment is shown in FIGS. 3A to 3D. If the components are the same as those of the first embodiment, the same reference numerals will be used.
- the sleepers 4 are embedded in the deck plate 2.
- the reinforcement comprises transverse iron 10 and longitudinal bars 11, which are guided by the lattice girders 7, 22. At some points of intersection between the transverse iron 10 and longitudinal bars 11 spacers 14 are clipped. The same applies to the overlap region of the longitudinal bars 11.
- the lattice girder 22 of the threshold to a lower flange 18 with lesser height, that is, this lower chord 18 Higher in the installed state than the other three lower chords 19 of the threshold.
- the lower flange 18 has a continuous coating which also extends obliquely upwards along the obliquely extending bars 20 of the lattice girder 22.
- the coating consists of a plastic material, in this case of an epoxy resin. In other embodiments, the coating may also consist of a thermoplastic or of another suitable material.
- the longitudinal iron 11 rests on the lower flange 18 and can contact the coated area of the lattice bar 20 laterally. As a result of the coating, the lower flange 18 and the lattice bar 20 connected to it are electrically insulated from the longitudinal iron 11, and accordingly the formation of short-circuit paths is prevented.
- the shortened lower flange 18 of the lattice girder 22 has a lattice girder height of 100 mm, the other lower straps are 110 mm high, so that the longitudinal bars 11 rest only on the shortened lower flange 18.
- the sleepers with their lattice girders and the crossbars and longitudinal bars of the reinforcement are positioned as usual, then the spacers are attached.
- the other process steps of the construction process do not change, only the modified lattice girder 22 shown in FIGS. 3A to 3D is used.
Landscapes
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Engineering & Computer Science (AREA)
- Machines For Laying And Maintaining Railways (AREA)
- Automobile Manufacture Line, Endless Track Vehicle, Trailer (AREA)
- Accommodation For Nursing Or Treatment Tables (AREA)
- Escalators And Moving Walkways (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
- Railway Tracks (AREA)
- Road Paving Structures (AREA)
- Train Traffic Observation, Control, And Security (AREA)
- Body Structure For Vehicles (AREA)
- Driving Mechanisms And Operating Circuits Of Arc-Extinguishing High-Tension Switches (AREA)
- Ceramic Products (AREA)
- Multi-Process Working Machines And Systems (AREA)
- Crystals, And After-Treatments Of Crystals (AREA)
- Intermediate Stations On Conveyors (AREA)
- Current-Collector Devices For Electrically Propelled Vehicles (AREA)
Abstract
Description
Claims
Priority Applications (6)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CA002552507A CA2552507A1 (en) | 2005-04-19 | 2006-02-15 | Fixed carriageway for rail vehicles and method of manufacturing the same |
US10/588,827 US7850089B2 (en) | 2005-04-19 | 2006-02-15 | Fixed carriageway for rail vehicles and method of manufacturing the same |
EP06722496A EP1869253B1 (de) | 2005-04-19 | 2006-02-15 | Feste fahrbahn für schienenfahrzeuge und verfahren zu ihrer herstellung |
DE502006001691T DE502006001691D1 (de) | 2005-04-19 | 2006-02-15 | Feste fahrbahn für schienenfahrzeuge und verfahren zu ihrer herstellung |
DK06722496T DK1869253T3 (da) | 2005-04-19 | 2006-02-15 | Fast körebane til skinneköretöjer og fremgangsmåde til dens fremstilling |
IL177333A IL177333A (en) | 2005-04-19 | 2006-08-07 | Fixed carriageway for rail vehicles and method of manufacturing the same |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102005018195A DE102005018195A1 (de) | 2005-04-19 | 2005-04-19 | Feste Fahrbahn für Schienenfahrzeuge und Verfahren zu ihrer Herstellung |
DE102005018195.3 | 2005-04-19 |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2006111113A1 true WO2006111113A1 (de) | 2006-10-26 |
Family
ID=36250801
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/DE2006/000284 WO2006111113A1 (de) | 2005-04-19 | 2006-02-15 | Feste fahrbahn für schienenfahrzeuge und verfahren zu ihrer herstellung |
Country Status (14)
Country | Link |
---|---|
US (1) | US7850089B2 (de) |
EP (1) | EP1869253B1 (de) |
KR (1) | KR100720768B1 (de) |
CN (1) | CN1854392A (de) |
AT (1) | ATE409776T1 (de) |
AU (1) | AU2006203437A1 (de) |
CA (1) | CA2552507A1 (de) |
DE (2) | DE102005018195A1 (de) |
DK (1) | DK1869253T3 (de) |
ES (1) | ES2313627T3 (de) |
IL (1) | IL177333A (de) |
PT (1) | PT1869253E (de) |
TW (1) | TW200643267A (de) |
WO (1) | WO2006111113A1 (de) |
Families Citing this family (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102005054820A1 (de) * | 2005-11-15 | 2007-05-24 | Rail.One Gmbh | Feste Fahrbahn für Schienenfahrzeuge |
FR2920448B1 (fr) * | 2007-08-29 | 2013-07-05 | Lohr Ind | Module prefabrique de voie pour vehicule de transport urbain autoguide sur pneumatiques |
AT506529B1 (de) * | 2008-03-06 | 2010-05-15 | Getzner Werkstoffe Holding Gmbh | Schwellensohle |
KR100939921B1 (ko) * | 2009-07-22 | 2010-02-03 | 한국철도시설공단 | 콘크리트궤도 구조 및 그 부설방법 |
EP2694735A4 (de) * | 2011-04-05 | 2014-10-08 | Newstyle Nominees Pty Ltd | Schienenbahn-trägerschwelle |
DK2740842T3 (en) * | 2012-12-07 | 2018-01-08 | Sonneville Ag | Method of converting a ballast track to a fixed track |
CZ306897B6 (cs) | 2016-01-26 | 2017-08-30 | Jan Eisenreich | Železniční nebo tramvajová kolej |
CN107574725B (zh) * | 2017-08-04 | 2019-05-28 | 东南大学 | 一种双块式无砟轨道板及其制备方法 |
KR101986787B1 (ko) * | 2018-11-26 | 2019-06-10 | 주식회사 태명실업 | 일체형 프리캐스트 슬래브 궤도 시스템의 시공방법 |
KR101986794B1 (ko) * | 2018-11-26 | 2019-06-10 | 주식회사 태명실업 | 일체형 프리캐스트 슬래브 궤도 시스템 |
KR102004331B1 (ko) * | 2018-11-26 | 2019-07-26 | 주식회사 태명실업 | 궤도용 일체형 프리캐스트 슬래브 패널 |
KR102268499B1 (ko) | 2018-12-21 | 2021-06-25 | 경상국립대학교산학협력단 | 철도 궤도회로 수신전압 저하현상을 방지하기 위한 콘크리트슬래브 궤도 |
CN114808557B (zh) * | 2022-03-22 | 2023-09-01 | 上海市城市建设设计研究总院(集团)有限公司 | 有轨电车防迷流钢筋网的固定结构及施工方法 |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0715021A1 (de) * | 1994-11-30 | 1996-06-05 | Hochtief Aktiengesellschaft Vorm. Gebr. Helfmann | Schotterloses Oberbausystem für zumindest ein Eisenbahngleis |
EP0980931A1 (de) * | 1998-08-18 | 2000-02-23 | Pfleiderer Infrastrukturtechnik GmbH & Co. KG | Einbauverfahren für eine feste Schienenfahrbahn |
DE19849266A1 (de) * | 1998-10-26 | 2000-05-04 | Dresdner Verkehrsbetriebe Ag | Feste Fahrbahn für eine Straßenbahn |
DE19959978A1 (de) * | 1999-10-05 | 2001-04-12 | Heilit & Woerner Bau Ag | Gleisanlagen-Tragplatte, Gleisanlagen-Unterbau und Gleisanlage |
Family Cites Families (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4617775A (en) * | 1984-09-04 | 1986-10-21 | John Padrun | Extensible reinforcing bar assembly and clip |
US5371991A (en) * | 1987-12-07 | 1994-12-13 | Bechtel; Richard | Re-bar clamp assembly |
FR2639055B1 (fr) | 1988-11-17 | 1991-02-08 | Sonneville Int | Clip pour l'assemblage de barres d'armature, armature ainsi assemblee, procede et produit en beton arme en comportant application |
JPH0497064A (ja) * | 1990-08-14 | 1992-03-30 | Japan Atom Energy Res Inst | 鉄筋コンクリート構造物の鉄筋 |
KR0138196B1 (ko) * | 1995-10-10 | 1998-04-29 | 강의식 | 에폭시 수지피복 철근의 제조장치 |
EP0777015A1 (de) * | 1995-12-01 | 1997-06-04 | Heilit & Woerner Bau-AG | Verbindungselement für Bewehrungsstäbe in Betonplatten |
JPH09287155A (ja) * | 1996-04-24 | 1997-11-04 | Fukoku Sekiyu Kk | 擁壁の構築方法及びその方法に使用される鉄筋用スペーサ |
DE19848928C2 (de) * | 1998-10-23 | 2003-08-21 | Pfleiderer Infrastrukturt Gmbh | Feste Fahrbahn und Verfahren zu ihrer Herstellung |
KR100512696B1 (ko) * | 2002-11-20 | 2005-09-07 | 나만용 | 철도궤도 콘크리트 도상용 절연간격재 |
KR200319315Y1 (ko) | 2003-04-15 | 2003-07-07 | (주)알.티.코리아 | 콘크리트 도상용 알씨침목을 이용한 레일 체결장치 |
-
2005
- 2005-04-19 DE DE102005018195A patent/DE102005018195A1/de not_active Withdrawn
- 2005-10-18 KR KR1020050098274A patent/KR100720768B1/ko active IP Right Grant
-
2006
- 2006-02-15 US US10/588,827 patent/US7850089B2/en active Active
- 2006-02-15 WO PCT/DE2006/000284 patent/WO2006111113A1/de active IP Right Grant
- 2006-02-15 ES ES06722496T patent/ES2313627T3/es active Active
- 2006-02-15 CA CA002552507A patent/CA2552507A1/en not_active Abandoned
- 2006-02-15 DE DE502006001691T patent/DE502006001691D1/de active Active
- 2006-02-15 EP EP06722496A patent/EP1869253B1/de not_active Not-in-force
- 2006-02-15 PT PT06722496T patent/PT1869253E/pt unknown
- 2006-02-15 AU AU2006203437A patent/AU2006203437A1/en not_active Abandoned
- 2006-02-15 AT AT06722496T patent/ATE409776T1/de active
- 2006-02-15 DK DK06722496T patent/DK1869253T3/da active
- 2006-02-17 CN CNA2006100711140A patent/CN1854392A/zh active Pending
- 2006-03-16 TW TW095108918A patent/TW200643267A/zh unknown
- 2006-08-07 IL IL177333A patent/IL177333A/en not_active IP Right Cessation
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0715021A1 (de) * | 1994-11-30 | 1996-06-05 | Hochtief Aktiengesellschaft Vorm. Gebr. Helfmann | Schotterloses Oberbausystem für zumindest ein Eisenbahngleis |
EP0980931A1 (de) * | 1998-08-18 | 2000-02-23 | Pfleiderer Infrastrukturtechnik GmbH & Co. KG | Einbauverfahren für eine feste Schienenfahrbahn |
DE19849266A1 (de) * | 1998-10-26 | 2000-05-04 | Dresdner Verkehrsbetriebe Ag | Feste Fahrbahn für eine Straßenbahn |
DE19959978A1 (de) * | 1999-10-05 | 2001-04-12 | Heilit & Woerner Bau Ag | Gleisanlagen-Tragplatte, Gleisanlagen-Unterbau und Gleisanlage |
Also Published As
Publication number | Publication date |
---|---|
EP1869253A1 (de) | 2007-12-26 |
KR100720768B1 (ko) | 2007-05-22 |
CN1854392A (zh) | 2006-11-01 |
DK1869253T3 (da) | 2009-02-02 |
AU2006203437A1 (en) | 2006-11-02 |
EP1869253B1 (de) | 2008-10-01 |
CA2552507A1 (en) | 2006-10-19 |
PT1869253E (pt) | 2008-12-03 |
IL177333A (en) | 2010-12-30 |
DE102005018195A1 (de) | 2006-11-02 |
ES2313627T3 (es) | 2009-03-01 |
TW200643267A (en) | 2006-12-16 |
US20070164125A1 (en) | 2007-07-19 |
KR20060110725A (ko) | 2006-10-25 |
DE502006001691D1 (de) | 2008-11-13 |
ATE409776T1 (de) | 2008-10-15 |
US7850089B2 (en) | 2010-12-14 |
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