EP1231323A2 - Voie sans ballast pour trafic ferroviaire - Google Patents

Voie sans ballast pour trafic ferroviaire Download PDF

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Publication number
EP1231323A2
EP1231323A2 EP02450021A EP02450021A EP1231323A2 EP 1231323 A2 EP1231323 A2 EP 1231323A2 EP 02450021 A EP02450021 A EP 02450021A EP 02450021 A EP02450021 A EP 02450021A EP 1231323 A2 EP1231323 A2 EP 1231323A2
Authority
EP
European Patent Office
Prior art keywords
rail
superstructure according
rails
ballastless superstructure
plane
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
EP02450021A
Other languages
German (de)
English (en)
Other versions
EP1231323B1 (fr
EP1231323A3 (fr
Inventor
Heinrich Ing. Salzmann
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.)
Allgemeine Baugesellschaft A Porr AG
Original Assignee
Allgemeine Baugesellschaft A Porr AG
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 Allgemeine Baugesellschaft A Porr AG filed Critical Allgemeine Baugesellschaft A Porr AG
Publication of EP1231323A2 publication Critical patent/EP1231323A2/fr
Publication of EP1231323A3 publication Critical patent/EP1231323A3/fr
Application granted granted Critical
Publication of EP1231323B1 publication Critical patent/EP1231323B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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
    • E01B1/004—Ballastless track, e.g. concrete slab trackway, or with asphalt layers with prefabricated elements embedded in fresh concrete or asphalt

Definitions

  • the invention relates to a ballastless Track for rail-bound traffic with at least two Rails for rail wheels of rolling stock.
  • Ballastless is for rail-bound traffic Superstructure of particular importance.
  • the difference from the conventional superstructure with gravel, which is intense due to the relocation of the gravel maintenance work can be kept particularly low become. This means undesirable delays due to maintenance work conditionally during rail traffic avoidable, so that in areas with a particularly high frequency rolling stock the ballastless superstructure is preferred. Such areas are, for example, train stations and tunnels
  • Another advantage of the ballastless superstructure is that that the total height of the same can be less than that of Ballast track, so that, for example, widening of Tunnels to increase the free tunnel cross-section are not required are, but with a simple replacement of the Ballast superstructure is possible due to the ballastless superstructure.
  • the rails preferably with a support plate made of concrete but also with sleepers, especially concrete sleepers, are connected, and this grate is then poured with concrete.
  • sleepers especially concrete sleepers
  • Such a superstructure with concrete sleepers has the disadvantage on that an exact adjustment is hardly possible because the Bend the rails under load so that the adjacent ones Areas are not level, but each Have highs and lows.
  • the superstructure is, for example, in EP 1 039 030 A1 described.
  • This is a concrete support plate with two Vignol rails releasably connected.
  • the concrete slab on the ground has two rectangular ones Recesses on.
  • the surface of the Concrete base plate is made of a rubber-elastic layer Provide rubber granules.
  • the concrete base plate lies with this layer on a mortar, and this in turn on one further underground. This is a deflection on the one hand the concrete slab is ensured and on the other hand a position fixation, u. between both in the longitudinal direction of the rail and transversely for this, guaranteed because the underground mortar in the rectangular Recesses is enough.
  • the detachable rail fastenings can in an area with elevations over the rest of the top Surface of the support plate may be provided. For precise positioning the support plate over the surface are at the four Corners of the support plate are provided with threads cooperate so that an exact alignment on the Can be done underground.
  • the space between the concrete slab and the underground is then covered with the one already mentioned Mortar filled out. After hardening, the Spindles are removed. There is then an assembly of the Rails.
  • the rails in turn lie over a rubber elastic Intermediate plate indirectly on the concrete support plate.
  • rail transport is a special one has high security, can come from different causes Derailments occur. These derailments cause, depending on Speed of rolling stock, different Damage.
  • control facilities for Rail wheels known. Such guidance devices are, for example in US 4 061 269 A and also in EP 0 553 055 A1. In these there is a guide made of metal on the inside of the rail, so that the Rail wheel not only through the side flank of the rail head, but also by the guide device in its relative position is held. If a rail wheel breaks or if it breaks Axis of the rail wheels, the other rail wheel slides the axis, due to the inclination, from the head of the rail and thus destroys the track superstructure and Derailing rolling stock.
  • the object of the present invention is to create a ballastless superstructure that already does that derailed rolling material are guided along the rails can, causing both destruction of the rolling stock as well the superstructure can also be kept particularly low.
  • This Conducting the rolling stock is both when an axis breaks, of a wheel, a tire of a wheel or the like, effective.
  • ballastless superstructure with a rubber-elastic layer can be formed a track that is suitable for high speeds and particularly is low maintenance.
  • the rail wheel between the rail and the guide body is too achieve that the derailed rolling material, which can no longer be guided by the rail, outside of the Track, but still on the ballastless track, where the offset, based on the longitudinal direction of the one behind the other arranged individual wagons or the like, which is such that there is no derailment of the other materials, but they can be kept on the rails, furthermore a destruction of the ballastless superstructure in particular can be kept low, only the releasable Connections between rail and bearer of a deformation subject.
  • Rail wheels are subject to precise standardization. So it is known that rail wheels with a wheel diameter with a width between 760 mm and 1,000 mm 135 mm (see UIC Code 510-2VE).
  • the guide body can also serve as a soundproofing element.
  • a structured coating e.g. B. wood chips bound with a hydraulic binder
  • the guide bodies have a surface on the upper side, Tangential plane or plane on which with a normal to Track level an angle greater than 45 °, in particular greater than 80 °, includes and is inclined to the rail, so is a special one stable and effective guiding body guaranteed.
  • the rails 1 shown in Fig. 1 are prefabricated Concrete slabs releasably connected as beams 2. The fortifications are only shown in Fig. 2.
  • the concrete slabs lie over an underground mortar 3, which is in the recesses 4th the concrete slab is enough.
  • the concrete slabs point to their Corners 5 on which the concrete slabs in Keep a safe distance from the subsurface, especially the bottom concrete can be, so that an exact adjustment of the concrete slabs is possible, whereupon the underground mortar on the one hand over the Recesses 4 and on the other hand over the intermediate Filling openings 6 can be introduced.
  • Inside the track between the rails 1 are each guide body 7 for the Rail wheels provided by rolling stock.
  • the guiding body have interspaces 8 with each other, via which surface water can drain off.
  • the rail 1 lies over a rubber elastic Intermediate layer 9 on an angle guide plate 10.
  • This angle guide plate is in turn in an increase 11 arranged the concrete slab. (The increases are only shown in Fig. 2).
  • By arranging the detachable Rail fastening in the elevation is a constant loading prevented by surface water. Between the increases the girder is flat and parallel to the track level.
  • the rail is over clips 12 and screws 13 which are guided through the angle guide plate, with the carrier 2, connected to a concrete slab, which in turn has a rubber elastic Layer 15 rests on mortar 3.
  • the guide body 7 has a surface 16 on its side adjacent to the rail, which with the normal N on the track plane G an angle ⁇ of 30 °.
  • the surface 16 is in the recording for the Angle guide point 10 continued in the carrier 2.
  • the guiding body 7 can be structured on their surface, for example with a broomstick.
  • the surface can also be preferred Wood chips, bound with a hydraulic binder, have particularly effective for reducing noise emissions can contribute and be attached to the outside can.
  • the guide body 7 has the rails on it facing away from a surface 14, the normal to the N Track plane G includes an angle ⁇ of 40 °. At his upper side of the guide body is circular in cross section and the tangential plane T, shown in broken lines, is formed parallel to track level G.
  • the guide body integrated with the support plate 7 has an elevation that is below the Rail top edge S, but above the detachable rail fastening, with the screws 13.
  • the normal projection of the guide body 7, based on the track level G can be outside the detachable rail fastening.
  • the width is b of the rail wheel 18, which is 135 mm, less than that Distance d (150 mm) of the normal projection of the rail head 17 for the normal projection of the guide body 7 onto the track level G.
  • Fig. 3 is the right part of a ballastless superstructure shown, with the carrier 2 a guide body 7 Screws 19 is detachably connected.
  • This guide body 7 provides represents an exchange part, the normal projection of which the same Angle guide plate 10 in the transition area between the angle guide plate and carrier covers. This will cause damage prevents the area in the carrier from derailing. Between the elevations 11 is the guide body 7, as shown in broken lines, lowered and lies on the carrier 2.
  • the operation of the ballast track according to the invention is that if a rail wheel breaks or one axle can slide further rail wheels off the rail head, however between the rail and the guide body are guided so that no derivation of the rolling stock occurs outside the track body.
  • the lead body can be arranged on both sides of the rails. Usually are but either only outside or inside, based on the rails, Guide body required, because in this case, indifferent which side of the rolling stock the defect is, one one-sided additional tracking between rail and guide body given is. An arrangement of the guide body in the area of Rail mounting, as shown, is particularly effective.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Railway Tracks (AREA)
  • Braking Arrangements (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
EP20020450021 2001-02-09 2002-02-04 Voie sans ballast pour trafic ferroviaire Expired - Lifetime EP1231323B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AT2022001 2001-02-09
AT2022001A AT410808B (de) 2001-02-09 2001-02-09 Schotterloser oberbau für den schienengebundenen verkehr

Publications (3)

Publication Number Publication Date
EP1231323A2 true EP1231323A2 (fr) 2002-08-14
EP1231323A3 EP1231323A3 (fr) 2003-08-20
EP1231323B1 EP1231323B1 (fr) 2012-05-02

Family

ID=3669542

Family Applications (1)

Application Number Title Priority Date Filing Date
EP20020450021 Expired - Lifetime EP1231323B1 (fr) 2001-02-09 2002-02-04 Voie sans ballast pour trafic ferroviaire

Country Status (2)

Country Link
EP (1) EP1231323B1 (fr)
AT (1) AT410808B (fr)

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2003014472A1 (fr) * 2001-08-10 2003-02-20 Max Bögl Bauunternehmung GmbH & Co. KG Voie de circulation fixe
WO2005098136A1 (fr) * 2004-04-08 2005-10-20 Porr Technobau Und Umwelt Ag Superstructure sans ballast pour trafic ferroviaire
WO2006063550A1 (fr) * 2004-12-16 2006-06-22 Rail.One Gmbh Voie en béton pour véhicules sur rails
CN1298930C (zh) * 2005-04-22 2007-02-07 西南交通大学 整体式轨道
WO2007056968A1 (fr) * 2005-11-15 2007-05-24 Rail.One Gmbh Voie fixe pour vehicules ferroviaires
RU2424389C2 (ru) * 2008-12-10 2011-07-20 Фердинанд Иренеушевич Стасюлевич Безбалластный рельсовый путь
RU2425188C2 (ru) * 2008-12-10 2011-07-27 Фердинанд Иренеушевич Стасюлевич Безбалластный путь
RU2425920C2 (ru) * 2008-12-10 2011-08-10 Фердинанд Иренеушевич Стасюлевич Устойчивый безбалластный рельсовый путь
CN101855402B (zh) * 2007-12-06 2012-12-05 东海旅客铁道株式会社 车轮保护装置
RU2493313C1 (ru) * 2012-03-05 2013-09-20 Федеральное государственное бюджетное образовательное учреждение высшего профессионального образования "Петербургский государственный университет путей сообщения" Трамвайный путь на бетонном основании
AT521653A1 (de) * 2018-09-07 2020-03-15 Porr Bau Gmbh Weichenanordnung mit elastisch gelagerten Weichentragplatten

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4061269A (en) 1976-03-22 1977-12-06 Transit Products Company, Inc. Restraining rail mounting assembly
EP0553055A1 (fr) 1992-01-24 1993-07-28 Abc Rail Corporation Ensemble de contre-rail

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH100519A (fr) * 1929-05-05 1923-08-01 Aine Auguste Bouttier Machine à fabriquer des pièces en bois, notamment des rais pour les roues de voitures.
GB1339200A (en) * 1970-09-12 1973-11-28 Beton & Monierbau Ag Rail support structure including prefabricated concrete parts
DE19850617C2 (de) * 1998-11-03 2003-03-20 Pfleiderer Infrastrukturt Gmbh Betonschwelle für eine feste Fahrbahn und feste Fahrbahn mit solchen Schwellen
AT410329B (de) * 1999-03-19 2003-03-25 Porr Allg Bauges Schotterloser oberbau
AT409641B (de) * 1999-04-13 2002-09-25 Porr Allg Bauges Schotterloser oberbau mit vorgefertigten betontragplatten sowie verfahren zum ersatz derselben

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4061269A (en) 1976-03-22 1977-12-06 Transit Products Company, Inc. Restraining rail mounting assembly
EP0553055A1 (fr) 1992-01-24 1993-07-28 Abc Rail Corporation Ensemble de contre-rail

Cited By (22)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7093768B2 (en) 2001-08-10 2006-08-22 Max Bogl Bauuntemehmung Gmbh & Co. Rigid track
WO2003014472A1 (fr) * 2001-08-10 2003-02-20 Max Bögl Bauunternehmung GmbH & Co. KG Voie de circulation fixe
WO2005098136A1 (fr) * 2004-04-08 2005-10-20 Porr Technobau Und Umwelt Ag Superstructure sans ballast pour trafic ferroviaire
US8146834B2 (en) 2004-12-16 2012-04-03 Rail.One Gmbh Concrete carriageway for rail vehicles
WO2006063550A1 (fr) * 2004-12-16 2006-06-22 Rail.One Gmbh Voie en béton pour véhicules sur rails
RU2353724C1 (ru) * 2004-12-16 2009-04-27 Рейл.Уан Гмбх Бетонное дорожное полотно для рельсовых транспортных средств
AU2005316083B2 (en) * 2004-12-16 2009-06-25 Pcm Rail.One Ag Concrete track for rail vehicles
CN1298930C (zh) * 2005-04-22 2007-02-07 西南交通大学 整体式轨道
WO2007056968A1 (fr) * 2005-11-15 2007-05-24 Rail.One Gmbh Voie fixe pour vehicules ferroviaires
JP2008531871A (ja) * 2005-11-15 2008-08-14 レール ワン ゲーエムベーハー 軌道車両用固定軌道
AU2006314905B2 (en) * 2005-11-15 2009-08-13 Rail.One Gmbh Fixed track bed for rail vehicles
CN101855402B (zh) * 2007-12-06 2012-12-05 东海旅客铁道株式会社 车轮保护装置
RU2424389C2 (ru) * 2008-12-10 2011-07-20 Фердинанд Иренеушевич Стасюлевич Безбалластный рельсовый путь
RU2425920C2 (ru) * 2008-12-10 2011-08-10 Фердинанд Иренеушевич Стасюлевич Устойчивый безбалластный рельсовый путь
RU2425188C2 (ru) * 2008-12-10 2011-07-27 Фердинанд Иренеушевич Стасюлевич Безбалластный путь
RU2493313C1 (ru) * 2012-03-05 2013-09-20 Федеральное государственное бюджетное образовательное учреждение высшего профессионального образования "Петербургский государственный университет путей сообщения" Трамвайный путь на бетонном основании
AT521653A1 (de) * 2018-09-07 2020-03-15 Porr Bau Gmbh Weichenanordnung mit elastisch gelagerten Weichentragplatten
WO2020049156A3 (fr) * 2018-09-07 2020-04-30 Porr Bau Gmbh Ensemble d'aiguillage comprenant des plaques de support d'aiguillage montées de manière élastique
US20210332532A1 (en) * 2018-09-07 2021-10-28 Porr Bau Gmbh Turnout arrangement with elastically supported turnout bases
AT521653B1 (de) * 2018-09-07 2023-09-15 Porr Bau Gmbh Weichenanordnung mit elastisch gelagerten Weichentragplatten
US12252847B2 (en) * 2018-09-07 2025-03-18 Porr Bau Gmbh Turnout arrangement with elastically supported turnout bases
AU2019336941B2 (en) * 2018-09-07 2025-04-03 Porr Bau Gmbh Points arrangement having elastically mounted points base plates

Also Published As

Publication number Publication date
ATA2022001A (de) 2002-12-15
AT410808B (de) 2003-08-25
EP1231323B1 (fr) 2012-05-02
EP1231323A3 (fr) 2003-08-20

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