EP1861545B2 - Gleisanlage und betonplatte einer festen fahrbahn - Google Patents

Gleisanlage und betonplatte einer festen fahrbahn Download PDF

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Publication number
EP1861545B2
EP1861545B2 EP06725215A EP06725215A EP1861545B2 EP 1861545 B2 EP1861545 B2 EP 1861545B2 EP 06725215 A EP06725215 A EP 06725215A EP 06725215 A EP06725215 A EP 06725215A EP 1861545 B2 EP1861545 B2 EP 1861545B2
Authority
EP
European Patent Office
Prior art keywords
track
slab
rail
track system
slabs
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.)
Not-in-force
Application number
EP06725215A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP1861545A1 (de
EP1861545B1 (de
Inventor
Stefan BÖGL
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.)
Max Boegl Bauunternehmung GmbH and Co KG
Original Assignee
Max Boegl Bauunternehmung GmbH and Co KG
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
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First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=36593699&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP1861545(B2) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Max Boegl Bauunternehmung GmbH and Co KG filed Critical Max Boegl Bauunternehmung GmbH and Co KG
Priority to PL06725215T priority Critical patent/PL1861545T5/pl
Publication of EP1861545A1 publication Critical patent/EP1861545A1/de
Application granted granted Critical
Publication of EP1861545B1 publication Critical patent/EP1861545B1/de
Publication of EP1861545B2 publication Critical patent/EP1861545B2/de
Not-in-force 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
    • 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
    • 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
    • E01B1/008—Drainage of track
    • 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
    • E01B3/40—Slabs; Blocks; Pot sleepers; Fastening tie-rods to them

Definitions

  • the present invention relates to a track system with two substantially parallel tracks, which are each arranged on concrete slabs of a slab track and the plates have a plurality of rail support points for the storage and attachment of two mutually parallel rails and a corresponding concrete slab of a slab track.
  • the slab track In both types of production, in the area of transition arches and radii, the slab track is built with a superelevation. h., That produced from cast-in-situ or delivered as a precast concrete slab of the slab track is built inclined to a suitably prepared support layer.
  • a track system which usually consists of at least two largely parallel tracks, thus precipitation water, which impinges on the track located inside the bow, flow to the inner outside of the track system, the rain water, which hits the outer track, however, in the middle area flow between the two tracks. From this center area it must be derived by means of a drainage device under the slab track.
  • US-A-5,163,614 shows a generic slab track according to the preamble of claim 1.
  • Object of the present invention is thus to accomplish the drainage of a track system with slab track without the usual center drainage.
  • a track system In a track system according to the invention two substantially parallel tracks are each arranged on concrete slabs of a slab track.
  • the plates have a plurality of rail supports for the storage and attachment of two mutually parallel rails.
  • the tops of the plates of both tracks are inclined regardless of the track guidance of the tracks and the associated position of the rail support points to the two outer sides of the track system and form a slope. This ensures that precipitation water acting on the track system is discharged substantially to the outside.
  • the rainwater does not accumulate between the two parallel tracks and therefore does not have to be removed from there.
  • a central drainage system is no longer required. This offers particular advantages in the conversion of an existing ballast track in a track system with a slab track, especially if the conversion is to be performed quickly and possibly while maintaining the driving of at least one track.
  • the curve-outside rail of a track When the track in the curve area is elevated, the curve-outside rail of a track is higher in its level than the curve-inside rail.
  • the plate on which the rails are mounted laid in the same elevation. This causes precipitation water to flow toward the inside of the curve.
  • the track inside the track directs the rainwater to the inside of the track system
  • the track outside the track leads the rainwater into the middle area between the two tracks. From there it must be removed by means of a drainage device.
  • the curve outer track has a plate which is executed against the rail elevation and thus has a slope to the outside of the track outside the track. Impact water falling onto this plate is thus not directed into the middle area, but to the outside of the track system on the outside of the curve.
  • the inclination of the top plate and the rail cant are thus carried out in opposite directions.
  • the invention can therefore be described so that the inclination of the top of the plate designed independently of the rail support points for the elevation of the rail guide and always so that when a laid plate sufficient slope to the outside edge of the track is formed.
  • the plate for the inside track can at an elevation, which results in a sufficient slope for water drainage, be carried out in a conventional manner, wherein the elevation of the track guide is parallel to the top of the corresponding concrete slab. At a very low elevation but can also be provided here that the top of the plate is more inclined than the elevation of the track guide, so that a rapid drainage of the track system takes place to the outer sides of the track system out.
  • the top of each plate is formed so that it forms a drainage device to the outside of the track system. It is possible that the top of the plate is flat. But there are also individual, different inclinations on the top of the plate possible, which collect the rainwater and dissipate at one or more defined points of the plate to the outside of the track system. It is essential that the precipitation water accumulating on the plate is largely prevented from flowing into the central area of the track system. There are therefore appropriate measures to be taken in the design of the top of the plate, that the water can flow as freely as possible and quickly to the outside of the track system.
  • the middle region between the plates of the tracks has a gradient at least towards one of the outer sides of the track system. As a result, the rainwater is reliably discharged from the middle area.
  • the central region is at least as high as the upper side of at least one row of the plates.
  • the rainwater is thereby discharged across the top of the plates away to the outside of the track system.
  • a concrete slab according to the invention of a slab track has a multiplicity of support points for the mounting and fastening of two mutually parallel rails which project beyond an upper side of the slab.
  • the support points for the first rail are formed higher with respect to the upper side of the plate than the support points for the second rail.
  • the top of the plate forms a slope, which is inclined regardless of the required elevation of the route to the outsides of the later track system out.
  • the upper side of the plate has been designed such that the individual support points project substantially equidistant over the upper side of the plate, the upper side is now carried out depending on the required routing.
  • Essential for the design of the top of the plate is the ability that the rain water can flow against the elevation of the route and thus when laying the plate creates a gradient in which rainwater towards the over-elevated rail and thus be discharged to the outside of the track system can.
  • the top of the plate forms a slope, which is opposite to the elevation of the route.
  • the slope must be carried out at least on a part of the top of the plate accordingly, to collect the precipitation water and supply this slope distance, so that it can be derived at this point of the plate.
  • the plate In a particularly simple embodiment of the plate, this is carried out substantially with a constant thickness.
  • the manufacture, transport and installation of such a plate is thereby simplified.
  • the plate is according to the invention then constructed so that the plate of constant thickness has support points, which protrude for the first rail at a predetermined height above the surface of the plate, while the support points for the second rail with a deviating from the first height second height on the Protruding top of the plate.
  • the plate itself thus has a substantially rectangular cross-section.
  • the plate is a precast concrete part.
  • the corresponding prefabricated precast concrete part is then integrated into the track system at the construction site.
  • the rail supports are laid individually or in the form of concrete sleepers and then the concrete slab is made with in-situ concrete.
  • the invention provides that the inclination of the in-situ concrete layer with respect to the rail cant of rail supports is independent and is designed so that a flow of rain water to the outside of the track system is made possible.
  • the rail supports are advantageously arranged discontinuously on the plate.
  • the rainwater can flow off between the individual rail support points over the top of the plate.
  • the gaps are large enough to be able to dissipate the usually expected amount of rain quickly to the outside of the track system.
  • FIG. 1 shows a schematic representation of a horizontal rail storage.
  • the dashed arrow lines H and V represent the horizontal and vertical direction.
  • rail supports 2 and 2 ' are arranged on a concrete slab 1 .
  • the rail supports 2 and 2 ' extend along the horizontal line H, so that the later on the rail support points 2 and 2' mounted rails are also arranged horizontally to each other.
  • the concrete slab 1 has an upper surface 3 which is inclined at an angle ⁇ with respect to the horizontal line H.
  • the angle ⁇ represents the slope of the plate 1, thereby allowing rainwater to drain from the plate 1 in the direction of the rail base 2 '.
  • FIG. 2 shows a schematic representation of a concrete slab 1 according to the invention, in which the route is excessive.
  • the rail support 2 is lower with respect to the horizontal H than the rail support 2 '.
  • an elevation angle ⁇ results for the two rails.
  • an angle ⁇ which forms a gradient of the upper side 3 of the plate 1 relative to the horizontal H, results opposite to the superelevation angle ⁇ .
  • the track on the rail supports 2 and 2 ' is inclined towards the center of the curve
  • the top 3 of the plate 1 is inclined to the outside of the curve.
  • rainwater can flow out to the outside of the track system.
  • FIG. 3 shows an elevated rail guide with a ⁇ reduced over the elevation angle ⁇ gradient angle.
  • FIG. 4 is a schematic representation of an elevated rail guide shown with increased slope angle ⁇ . In any case, therefore, the slope can be selected according to the respective requirements and regardless of the elevation of the tracks.
  • FIG. 5 shows an embodiment of a concrete slab 1, which is manufactured as precast concrete.
  • a plurality of these plates 1 is strung together and connected to each other, so that a continuous solid roadway is formed.
  • a plurality of rail supports 2 and 2 ' are arranged on the plate 1, a plurality of rail supports 2 and 2 '.
  • a rail is mounted discontinuously on the rail supports 2 and 2 '. Due to the inclination of the upper side 3 of the plate 1 relative to the horizontal H, water can drain between the individual support points to the side of the higher support points 2 '. Dewatering on the side of the lower rail supports 2 is not required.
  • FIG. 6 shows a further embodiment of a concrete slab according to the invention 1.
  • threshold-like rail supports 2, 2 'on the upper side 3 of the plate 1 is arranged.
  • Rainwater flows through the inclination of the upper side 3 relative to the horizontal H between the individual threshold-like rail support points 2, 2 ', as described above, from.
  • FIG. 7 a track system 4 according to the invention is shown.
  • the track system 4 consists of two mutually parallel concrete slabs 1, which each have a plurality of rail supports 2 and 2 '.
  • the surfaces 3 of the plates 1 are each inclined so that rain water can drain to the outside of the track system.
  • On the rail supports 2 and 2 'rails 5 are attached.
  • two rails 5 on a plate 1 form a track.
  • the tops 3 of the two plates 1 are inclined so that they are facing away from each other. This causes precipitation water to flow into the outer regions 8 of the track system 4.
  • the rainwater can seep or be discharged in each case a drainage system. Water from a central region 9 between the two tracks 6 flows over the tops 3 of the plates 1 also to the outer regions 8.
  • the middle region 9 is stepped therefor, wherein one side of the step is carried out substantially flush with the top 3 of the plate 1 shown on the left and the lower step is substantially flush with the top 3 of the right plate 1.
  • the concrete slabs 1 shown can be both as precast concrete as well as in-situ concrete construction or a combination thereof.
  • a construction is possible in which both ⁇ and ⁇ have the same direction of inclination. This can be particularly advantageous if the rail cant is low, but for a reliable flow of rain water, a greater gradient is required.
  • the invention is intended primarily to eliminate central drainage, applications for the concrete slab 1 according to the invention are also possible in which the upper sides 3 are inclined in the direction of the center of the track system 4 and the drainage takes place via the central region 9.
  • the inclination of the upper side 3 can be performed so strong regardless of the inclination of the track 6, that a rapid drainage of the slab track takes place. In most cases, however, it will be so that the intended rail cant is smaller than the actual elevation of the rail supports on the top 3 of the concrete slab 1.
  • a greater slope of the top 3 relative to the horizontal H causes as alone could be achieved by the rail cant.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Road Paving Structures (AREA)
  • Bridges Or Land Bridges (AREA)
EP06725215A 2005-03-22 2006-03-22 Gleisanlage und betonplatte einer festen fahrbahn Not-in-force EP1861545B2 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL06725215T PL1861545T5 (pl) 2005-03-22 2006-03-22 Układ torowy i płyta betonowa trwałej nawierzchni kolejowej

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102005013736A DE102005013736A1 (de) 2005-03-22 2005-03-22 Gleisanlage und Betonplatte einer Festen Fahrbahn
PCT/EP2006/060931 WO2006100252A1 (de) 2005-03-22 2006-03-22 Gleisanlage und betonplatte einer festen fahrbahn

Publications (3)

Publication Number Publication Date
EP1861545A1 EP1861545A1 (de) 2007-12-05
EP1861545B1 EP1861545B1 (de) 2008-07-16
EP1861545B2 true EP1861545B2 (de) 2012-10-10

Family

ID=36593699

Family Applications (1)

Application Number Title Priority Date Filing Date
EP06725215A Not-in-force EP1861545B2 (de) 2005-03-22 2006-03-22 Gleisanlage und betonplatte einer festen fahrbahn

Country Status (8)

Country Link
US (1) US7891576B2 (es)
EP (1) EP1861545B2 (es)
CN (1) CN101146957B (es)
AT (1) ATE401454T1 (es)
DE (2) DE102005013736A1 (es)
ES (1) ES2308742T5 (es)
PL (1) PL1861545T5 (es)
WO (1) WO2006100252A1 (es)

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102005013736A1 (de) * 2005-03-22 2006-09-28 Max Bögl Bauunternehmung Gmbh & Co.Kg Gleisanlage und Betonplatte einer Festen Fahrbahn
WO2012079526A1 (zh) * 2010-12-17 2012-06-21 中国铁道科学研究院铁道建筑研究所 板式无砟轨道预应力混凝土轨道板
CN102966008A (zh) * 2011-08-31 2013-03-13 中国铁道科学研究院铁道建筑研究所 无砟轨道系统
ES2419554B1 (es) * 2012-02-17 2014-03-20 Administrador De Infraestructuras Ferroviarias (Adif) Traviesa aerodinámica de ferrocarril
RU2612339C2 (ru) * 2014-12-17 2017-03-07 Юрий Георгиевич Халисов Способ устранения вертикальных колебаний центра тяжести колёсных пар
DK3384088T3 (da) * 2015-02-10 2020-06-29 Overail S R L Modulsystem til lægning af undergrundsbane- og jernbane- og sporvognsstrækninger
CN107338685A (zh) * 2017-09-07 2017-11-10 中铁五局集团第二工程有限责任公司 Ⅲ型板式无砟轨道底座标高定位及排水坡控制装置

Citations (5)

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Publication number Priority date Publication date Assignee Title
DE1926252U (de) † 1965-08-18 1965-11-04 Heinz Straetner Gleistragplatte.
DE2354958A1 (de) † 1973-11-02 1975-06-05 Strabag Bau Ag Verfahren zum herstellen eines schotterlosen oberbaues eines gleises und tragelement hierfuer
DE4007710A1 (de) † 1990-03-10 1991-09-12 Dyckerhoff & Widmann Ag Verfahren zum herstellen eines eisenbahnoberbaus im tunnel
DE29812412U1 (de) † 1998-07-13 1999-01-14 Bartosch, Eva, 97980 Bad Mergentheim Bett-Seitenschutz
DE19808867A1 (de) † 1998-03-03 1999-09-09 Ihle Verfahren und Herstellung einer stabilen, tragfähigen, drainagefähigen oder dichten und schallabsorbierenden Festen-Fahrbahn aus einem dauerelastischen Kunststoffbeton für schienengebunde Fahrzeuge aller Art

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HU207756B (en) * 1988-06-03 1993-05-28 Beton Es Vasbetonipari Muevek Arrangement for forming large-panel railroad permanent ways
FR2672317B1 (fr) * 1991-02-04 1993-06-04 Vape Sa Ets Dispositif de fixation d'un rail sur une dalle en beton.
DE4442497C2 (de) * 1994-11-30 1997-04-17 Hochtief Ag Hoch Tiefbauten Schotterloses Oberbausystem für zumindest ein Eisenbahngleis
US6290143B1 (en) * 1996-05-02 2001-09-18 Century Group, L.L.C. Apparatus and method for collecting liquid spillage at rail facilities
DE19837360C2 (de) * 1998-08-18 2002-02-21 Pfleiderer Infrastrukturt Gmbh Einbauverfahren für eine feste Schienenfahrbahn
DE10046479B4 (de) * 2000-09-20 2004-05-27 Pfleiderer Infrastrukturtechnik Gmbh & Co. Kg Zweiblockbetonschwelle für feste Schienenfahrbahn
FR2831897B1 (fr) * 2001-11-07 2004-05-28 Alstom Procede de construction d'une voie ferree sur une dalle de beton et selle provisoire pour la mise en oeuvre de ce procede
WO2004065692A1 (de) * 2003-01-21 2004-08-05 Pfleiderer Infrastrukturtechnik Gmbh & Co. Kg Spindelvorrichtung zur höhenverstellung von gleisrosten
ES2326125T3 (es) * 2004-07-23 2009-10-01 Msb-Management Gmbh Superestructura de vias parcialmente espumada y procedimiento para su construccion.
DE102005013736A1 (de) * 2005-03-22 2006-09-28 Max Bögl Bauunternehmung Gmbh & Co.Kg Gleisanlage und Betonplatte einer Festen Fahrbahn
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1926252U (de) † 1965-08-18 1965-11-04 Heinz Straetner Gleistragplatte.
DE2354958A1 (de) † 1973-11-02 1975-06-05 Strabag Bau Ag Verfahren zum herstellen eines schotterlosen oberbaues eines gleises und tragelement hierfuer
DE4007710A1 (de) † 1990-03-10 1991-09-12 Dyckerhoff & Widmann Ag Verfahren zum herstellen eines eisenbahnoberbaus im tunnel
DE19808867A1 (de) † 1998-03-03 1999-09-09 Ihle Verfahren und Herstellung einer stabilen, tragfähigen, drainagefähigen oder dichten und schallabsorbierenden Festen-Fahrbahn aus einem dauerelastischen Kunststoffbeton für schienengebunde Fahrzeuge aller Art
DE29812412U1 (de) † 1998-07-13 1999-01-14 Bartosch, Eva, 97980 Bad Mergentheim Bett-Seitenschutz

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Title
EISENBAHN-FACHVERLAG: "Arbeitsverfahren für die Instandhaltung des Oberbaus", 2003, DIPL.-ING. LOTHAR MARX - DIPL.-ING. DIETMAR MOSSMANN - DIPL.-ING. HERMANN KULLMANN, ISBN: 3-9808002-1-0 †

Also Published As

Publication number Publication date
DE502006001140D1 (es) 2008-08-28
EP1861545A1 (de) 2007-12-05
CN101146957B (zh) 2011-02-09
WO2006100252A1 (de) 2006-09-28
ATE401454T1 (de) 2008-08-15
CN101146957A (zh) 2008-03-19
ES2308742T5 (es) 2012-12-21
US7891576B2 (en) 2011-02-22
PL1861545T5 (pl) 2013-02-28
US20080230621A1 (en) 2008-09-25
DE102005013736A1 (de) 2006-09-28
PL1861545T3 (pl) 2009-01-30
EP1861545B1 (de) 2008-07-16
PL1861545T4 (pl) 2009-02-27
ES2308742T3 (es) 2008-12-01

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