EP0800599B1 - Gleis - Google Patents

Gleis Download PDF

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Publication number
EP0800599B1
EP0800599B1 EP95940079A EP95940079A EP0800599B1 EP 0800599 B1 EP0800599 B1 EP 0800599B1 EP 95940079 A EP95940079 A EP 95940079A EP 95940079 A EP95940079 A EP 95940079A EP 0800599 B1 EP0800599 B1 EP 0800599B1
Authority
EP
European Patent Office
Prior art keywords
base plate
rails
track according
plate
inner plate
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.)
Expired - Lifetime
Application number
EP95940079A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP0800599A1 (de
Inventor
Bernhard Neumann
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.)
Gmundner Fertigteile GmbH and Co KG
Original Assignee
Gmundner Fertigteile 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
Application filed by Gmundner Fertigteile GmbH and Co KG filed Critical Gmundner Fertigteile GmbH and Co KG
Publication of EP0800599A1 publication Critical patent/EP0800599A1/de
Application granted granted Critical
Publication of EP0800599B1 publication Critical patent/EP0800599B1/de
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
    • 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
    • E01B3/38—Longitudinal sleepers; Longitudinal sleepers integral or combined with tie-rods; Combined longitudinal and transverse sleepers; Layers of concrete supporting both rails
    • 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
    • E01B9/60—Rail fastenings making use of clamps or braces supporting the side of the rail
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2204/00—Characteristics of the track and its foundations
    • E01B2204/11—Embedded tracks, using prefab elements or injecting or pouring a curable material
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2204/00—Characteristics of the track and its foundations
    • E01B2204/12—Floating rails or sleepers

Definitions

  • the invention relates to a track, the rails of which laterally and down over elastic intermediate pads under the Headboard on the inside and outside of the rail Side rails are supported, with the rails at a distance run over the underlying track components, and a extending base plate is provided under the rails.
  • the side members on the Rail outside of the first console strips that are part of the are under the rails extending base plate, and that the Side rails on the inside of the rail, second console strips are part of an inner plate lying between the rails are, which in turn is supported on the base plate.
  • the Inner plate can be designed as a frame.
  • An advantageous embodiment of the invention exists in that the base plate on the outside of the rail upwards has protruding side parts on which the first console strips are integrated, and that the second Console strips on the side ends of the inner plate or - frames are integrated.
  • the base plate and the inner plate have the same length and half Length are offset from each other.
  • the base plate and / or the inner plate at least a longitudinal rib to support the inner plate on the base plate has or have, preferably between the Longitudinal rib of the base plate and the inner plate or between a longitudinal rib provided on the inner plate and the base plate an elastomeric band is arranged so that a sound absorbing Effect and an elastic bedding is achieved.
  • Another advantageous embodiment is characterized in that that the base plate two at a distance from each other arranged and directed upward longitudinal ribs, the interrupted in the middle or reduced in height are, and that the inner plate at its end regions two with the Longitudinal ribs of the base plate have aligned longitudinal ribs. This ensures that there is no mutual displacement the base and inner panels can take place in the longitudinal direction.
  • the plates are expedient for weight and Material saving designed so that both the base plate and also the inner plate in the middle with one, preferably rectangular, recess are provided around a Form the frame, where appropriate the frame with a closed bottom is provided to increase the strength.
  • the base plate and the inner plate as a finished part, preferably made of steel, Polymer or special concrete, trained, whereby the Reduced costs.
  • the Base plate is made of in-situ concrete.
  • Both the base plate and the inner plate are for It is advisable to increase its strength with reinforcement provided, which can be limp or biased.
  • the base plates are preferably at the upper end of the side parts of the base plate longitudinal metal profiles arranged, the profiles successively lying base plates electrically with each other connected and / or grounded. This will also add the strength of the base plate increases.
  • console strips There can be different forms in the subject matter of the invention of rail profiles are used, and they are preferred the console strips and those designed as elastomer profiles elastic intermediate pads to the shape of the headboard, the Web and the foot part of the rail adapted.
  • the base plate and the inner plate are in the Floor plan is rectangular and have the same length on, with the base plate and the inner plate in the longitudinal direction are staggered.
  • the base plate in Layout has the shape of an isosceles trapezoid, while the inner plate in plan is the shape of two put together has uneven-legged trapezoids, both of which corresponding to the shape of half of a base plate are trained.
  • the rails are slanted to the inside adapt to the tread.
  • a preferred embodiment for the inclination of the rails is characterized in that the height of the elastomer profile on the outside of the rail below of the headboard is greater than the height of the elastomer profile the inside of the rail.
  • Another embodiment for Inclination of the rails is that the distance of the Console bar on the outside of the rail to the upper edge of the Base plate larger than the distance of the console bar on the Inside of the rail to the upper edge of the inner plate.
  • the console strips and the associated elastomer profiles in the area of the recesses are interrupted so that the penetration of a tool, for example, the jaw of one attacking the rails Pliers, is made possible.
  • the foot part of the rails as a bead is formed and the elastomer profiles in the disassembled state each have a width that is approximately equal to half the distance between the two console strips.
  • the rails between the relatively easy with the Insert or insert covered console strips over the elastomer profiles and it is the rails after installing them between the elastomer profiles by the bead against one after Movement secured above. It is also for installation cheap if you have the two assigned to a rail Forms one-piece elastomer profiles by attaching them to their lower End connected.
  • 1, 1 generally designates a track with rails 2, whose head part 3 each on the outside of the rail via an elastomer profile 4 on a console bar 5, and each on the Inside of the rail via an elastomer profile 6 on a console bar 7 is supported.
  • the elastomer profiles 4, 6 extend itself from the head part 3 to the foot part 8, the elastomer profiles 4, 6 are pressed together by the console strips 5, 7, so that the rails 2 are fixed in the lateral direction.
  • the two console strips 5 are on the outside of the rail on upwardly projecting side parts 9 one below the rails 2 lying base plate 10 which is rectangular in plan arranged integrated.
  • the two are similar Console strips 7 on the inside of the rail integrated on the lateral ends one between the rails 2 and above the Base plate 10 lying, rectangular inner plate in plan 11 arranged, which are on the elastomer bands 12 on the Base plate 10 supports.
  • FIGS. 2 and 3 have the base plate 10 and the inner plate 11 the same Length, but are offset by half a length to each other arranged.
  • each base plate 10 has two spaced apart arranged and upwardly directed longitudinal ribs 13 that are interrupted in the middle area or reduced in height are a recess for receiving longitudinal ribs 14 to form at the end portions of the inner plate 11 aligned with the longitudinal ribs 13 and directed downwards, the longitudinal ribs 13, 14 at the mutual transitions to the respective plate body of the base plate 10 or the inner plate 11 trained obliquely and so in height are dimensioned so that a space for receiving the elastomer bands 12 lying between the longitudinal ribs 13, 14 is formed.
  • the longitudinal ribs engage 13, 14 when assembling the plates 10, 11 in the between the Longitudinal ribs formed complementary projections and recesses like a toothing and form a positive Longitudinal connection.
  • the base plates 10 and the inner plates 11 can be used as Finished parts are manufactured, preferably reinforced concrete, Polymer concrete or special concrete, e.g. with additives, used is, and the plates 10, 11, if desired, with one reinforcement shown can be provided.
  • the base plate 10 can also be manufactured in in-situ concrete.
  • the plates 10, 11 to save material in the middle each provided with a rectangular recess 15 or 16, to which the longitudinal ribs 13 and 14 connect laterally. By the recesses 15 and 16 give the plates 10, 11 the shape of a frame, possibly with a closed bottom is provided.
  • the base plate 10 to increase the load capacity one of the side parts 9 outgoing and reinforced reinforcement 17, as indicated in FIG. 4 with dash-dotted lines is.
  • a rail 2 ' is shown, which instead of one Foot part has a second head part 3 ', so that the rail 2 'after excessive wear, especially on the flange side, removed and reinstalled upside down can.
  • Each rail 2 'can thus be used a total of four times Find.
  • Fig. 6 shows an arrangement in which the height of the elastomer profile 4 'on the outside of the rail below the head part 3 greater than the height of the elastomer profile 6 'on the inside of the rail is to the deflection of the elastomer profile 6 'and to compensate for the elastomer bands 12.
  • the height of the elastomer profile 6 'an inevitable Tilt the rail 2 to the inside as by the second inclined central axis shown in FIG M is indicated, so that the rails are tapered adjust turned treads of a wheel tire and none The flange is worn.
  • the rails are 2 in Distances of 10 to 60 m at fixed points rigid with one Foundation 19 connected, as shown in Fig.7.
  • the foot part formed as a bead 23 the two elastomer profiles 4 " and 6 "each have a width when removed that equal to half the distance between the two console strips 5 and 7.
  • the two elastomer profiles 4 "and 6" can also be formed in one piece by their lower end are connected as shown with dashed lines is. In the transition area are then arranged at a distance Openings 24 are provided which allow an air outlet or air inlet allow when installing and removing the 2 "rail.
  • the base plate 10 For street crossings at the same level, that is at least Inner plate 11 executed without opening 16.
  • the base plate 10 has in Outline the shape of an isosceles trapezoid while the inner plate 11, each of which is two halves of the base plates 10 overlaps, correspondingly a shape of two in the floor plan composite uneven-legged trapezoids.
  • the elastomer bands 12 are first on the Longitudinal ribs of the base plate 10 placed and the rails 2, 2 ' with pliers to the console strips 5 of the base plate 10 pressed, whereupon the inner plate 11, possibly in an inclined position, is used in the base plate 10. Now the elastomer profiles 6, 6 'between the console strips 7 of the inner plate 11 and the rails 2, 2 'inserted in the track direction. Subsequently the rails 2, 2 'from the outside with the pliers pressed together and the elastomer profiles 4, 4 'preferably over the recesses 22 "'between the console strips 5 of the Base plate 10 and the rails 2, 2 'inserted or moved in.
  • console strips 5 and 7 or the elastomer profiles 4 and 6 the headboard, bridge and footboard of these profiles can be adjusted.
  • the distance between the console strips 5 and 7 to the top of the Base plate 10 is selected so that the foot part 8, 8 'of the rail 2 always, also in the case of load, at a distance from the top the base plate 10 extends.
  • the inclination mentioned above the rail 2 can also be achieved in that the distance the console strips 5 on the outside of the rail to the top the base plate 10 is greater than the distance between the console bar 7 on the inside of the rail to the top of the base plate 10 is chosen.
  • the foot part by cutting with a cutting torch or laser reduced to the required width on one or both sides becomes.
  • the elastomer profiles 4, 4 'and 6, 6' can either be cut to length inserted or used with each plate unit a lubricant inserted over the recesses 22 "' or to be confiscated.
  • the upper one Contact surface of the console strips 5, 7 of the base plate 10 and the inner plate 11 substantially parallel to the lower support surface the head part 3 of the rails 2, 3, i.e. aslant, run.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Railway Tracks (AREA)
  • Magnetic Heads (AREA)
  • Road Paving Structures (AREA)
  • Lock And Its Accessories (AREA)
  • Train Traffic Observation, Control, And Security (AREA)
  • Golf Clubs (AREA)
  • Portable Nailing Machines And Staplers (AREA)
  • Diaphragms For Electromechanical Transducers (AREA)
  • Pressure Welding/Diffusion-Bonding (AREA)
  • Vehicle Step Arrangements And Article Storage (AREA)
  • Linear Motors (AREA)
  • Supply And Installment Of Electrical Components (AREA)
EP95940079A 1994-12-30 1995-12-22 Gleis Expired - Lifetime EP0800599B1 (de)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
AT2433/94 1994-12-30
AT0243394A AT403386B (de) 1994-12-30 1994-12-30 Gleis
AT24339/49 1994-12-30
PCT/AT1995/000252 WO1996021063A1 (de) 1994-12-30 1995-12-22 Gleis

Publications (2)

Publication Number Publication Date
EP0800599A1 EP0800599A1 (de) 1997-10-15
EP0800599B1 true EP0800599B1 (de) 1998-05-20

Family

ID=3534267

Family Applications (1)

Application Number Title Priority Date Filing Date
EP95940079A Expired - Lifetime EP0800599B1 (de) 1994-12-30 1995-12-22 Gleis

Country Status (16)

Country Link
US (1) US5806764A (fi)
EP (1) EP0800599B1 (fi)
JP (1) JP3602137B2 (fi)
KR (1) KR100405939B1 (fi)
CN (1) CN1096530C (fi)
AT (2) AT403386B (fi)
AU (1) AU699601B2 (fi)
CZ (1) CZ145497A3 (fi)
DE (1) DE59502289D1 (fi)
ES (1) ES2118643T3 (fi)
FI (1) FI119776B (fi)
HU (1) HU218774B (fi)
NO (1) NO309106B1 (fi)
PL (1) PL178301B1 (fi)
SK (1) SK78597A3 (fi)
WO (1) WO1996021063A1 (fi)

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19920075A1 (de) * 1999-05-03 2000-12-07 Boegl Max Bauunternehmung Gmbh Lagerung einer Schiene für Schienenfahrzeuge
DE19920146B4 (de) * 1999-05-03 2005-07-21 Max Bögl Bauunternehmung GmbH & Co. KG Lagerung einer Schiene für Schienenfahrzeuge
NL1012649C2 (nl) * 1999-07-20 2001-01-23 Grimbergen Holding B V Spoorplaat voor een spoorbaan, en bevestigingsmethode daarvoor.
KR100711202B1 (ko) 2005-12-10 2007-04-24 송억영 중앙안내방식 단일레일궤도 트램카
EP2032409A1 (en) * 2006-06-13 2009-03-11 Newstyle Nominees PTY LTD Rail track crossing
DE102006043745A1 (de) * 2006-09-13 2008-04-03 Max Bögl Bauunternehmung GmbH & Co. KG Fahrweg und Verfahren zur Herstellung eines Fahrweges
FR2938274B1 (fr) * 2008-11-10 2016-02-05 Alstom Transport Sa Superstructure de voie fixe sans ballast avec sectionnement de la dalle de fondation

Family Cites Families (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1260149A (en) * 1917-10-13 1918-03-19 William G Coughlin Railroad-rail and support.
US1587691A (en) * 1924-10-23 1926-06-08 Richard A Whittingham Railway-track structure
AT227289B (de) * 1961-01-20 1963-05-10 Meteoor Nv Betonfabriek Gleislagerung auf Blockschwellen
US3525472A (en) * 1966-08-30 1970-08-25 Japan National Railway Vibration-suppressing composite rail for railways
JPS5251605A (en) * 1975-10-24 1977-04-25 Yutaka Sato Rail viebration insulating and tighteing device
DE2817278C3 (de) * 1978-04-20 1980-10-30 Diether 4300 Essen Uderstaedt Schalldämmende Schienenunterlage
GB2024289B (en) * 1978-06-30 1983-03-30 Clouth Gummiwerke Ag Resilient rail support
AT367482B (de) * 1980-05-20 1982-07-12 Hoetzel Beton Gmbh Schienengleicher bahnuebergang mit innenplatten aus beton
US4616395A (en) * 1983-06-30 1986-10-14 Perini Corporation Railroad track fixation method and apparatus
DE3536966A1 (de) * 1985-10-17 1987-04-23 Uderstaedt Diether Schienenunterbau
DE3540128A1 (de) * 1985-11-13 1987-05-14 Clouth Gummiwerke Ag Elastisch gelagerte schiene fuer schienenfahrzeuge
BE903871A (fr) * 1985-12-17 1986-04-16 Dynamit Du Batiment En Abrege Systeme de voie ferree antivibratoire.
DE4007937C2 (de) * 1990-03-13 2002-03-21 Hermann Ortwein Elastisch gelagerte Schiene für Schienenfahrzeuge
DE4114803A1 (de) * 1991-05-07 1992-11-12 Hermann Ortwein Rillenschiene
DE4311452C2 (de) * 1993-04-07 2000-03-09 Wuerzburger Strassenbahn Gmbh Elastische Schienenlagerung mit offenem oder geschlossenem Oberbau für Schienenfahrzeuge

Also Published As

Publication number Publication date
JP3602137B2 (ja) 2004-12-15
FI119776B (fi) 2009-03-13
HUT76961A (hu) 1998-01-28
KR100405939B1 (ko) 2004-04-29
AT403386B (de) 1998-01-26
DE59502289D1 (de) 1998-06-25
NO309106B1 (no) 2000-12-11
FI972782L (fi) 1997-06-27
ATE166405T1 (de) 1998-06-15
NO973053D0 (no) 1997-06-30
JPH10511754A (ja) 1998-11-10
WO1996021063A1 (de) 1996-07-11
CZ145497A3 (en) 1997-08-13
PL178301B1 (pl) 2000-04-28
ES2118643T3 (es) 1998-09-16
HU218774B (hu) 2000-12-28
CN1171139A (zh) 1998-01-21
NO973053L (no) 1997-06-30
SK78597A3 (en) 1998-01-14
ATA243394A (de) 1997-06-15
EP0800599A1 (de) 1997-10-15
AU699601B2 (en) 1998-12-10
US5806764A (en) 1998-09-15
CN1096530C (zh) 2002-12-18
PL320997A1 (en) 1997-11-24
AU4167896A (en) 1996-07-24
FI972782A0 (fi) 1997-06-27

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