EP0620316B1 - Elastische Schienenlagerung mit offenem oder geschlossenem Oberbau für Schienenfahrzeuge - Google Patents
Elastische Schienenlagerung mit offenem oder geschlossenem Oberbau für Schienenfahrzeuge Download PDFInfo
- Publication number
- EP0620316B1 EP0620316B1 EP94103726A EP94103726A EP0620316B1 EP 0620316 B1 EP0620316 B1 EP 0620316B1 EP 94103726 A EP94103726 A EP 94103726A EP 94103726 A EP94103726 A EP 94103726A EP 0620316 B1 EP0620316 B1 EP 0620316B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- rail
- rails
- bodies
- clamping plates
- anchor bolts
- 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
Links
Images
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
- E01B9/60—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
- E01B9/00—Fastening rails on sleepers, or the like
- E01B9/66—Rail fastenings allowing the adjustment of the position of the rails, so far as not included in the preceding groups
Definitions
- the invention relates to an elastic Rail storage with open or closed superstructure for Rail vehicles in which the rails are on both sides form-fitting elastomer profiles or the like of support profiles, e.g. Angle plates, vertically movable with a vertical distance over a base-side supporting body made of e.g. Concrete slabs, - Rust or sleepers are held, the support profiles attached to the floor-side support body using anchor bolts are.
- support profiles e.g. Angle plates
- Elastic bearings are also used for grooved rails known that are also suitable for closed superstructure.
- EP-A-0 180 118 the grooved rails on an elastic potting compound put on, which in turn on a support body Concrete slabs is applied.
- On both sides of the Grooved rails are elastomer profiles scheduled to be essentially flush with the rails above complete and on which side the superstructure, connected for example from paving stones or bitumen is.
- Even with this elastic rail bearing can extended rails or corrections of the guidance only be repaired or carried out by cladding.
- the structure-borne noise insulation is insufficient here and between the elastic bearing profiles for the Rails and the laterally adjacent closed superstructure disadvantageously, cracks or gaps form.
- the rails are replaced this elastic rail bearing is very expensive.
- a rail bearing which consists of angled Clamping plates, a rail pad and an insulation element is built up, the insulation element between the rail foot, Rail web, clamping plate and rail pad is arranged. All occurring vertical forces are over the between Insulation element arranged directly in the rail and rail underlay derived the subsurface, the insulation element being elastically pressed becomes. This results in insufficient structure-borne noise insulation when driving over such rails.
- the invention has for its object the above disadvantages to avoid and an elastic rail bearing too create which either for Vignol or grooved rails is suitable for easy assembly and disassembly of the Rails enable and above all a simple correction avoiding track guidance in the event of rail wear of build-up welding allowed.
- the elastic Rail storage should also have high structure-borne noise insulation values exhibit.
- the assembly and disassembly of the rails is extremely simple and inexpensive. Because you need when a change the rails is required in the case of an open superstructure just loosen the nuts on the anchor bolt and the Swing out the clamping plates sideways so that you can replace them Rail including the elastomer profiles and support profiles or can lift out angle plates. Then the elastomer profiles and the support profiles separated from the rail and connected with a new rail, the support profiles then be placed back on the support body. Subsequently the clamping plates are turned back into their clamping positions and tightened the nuts on the anchor bolts. Then can e.g. a ballast bed can be applied.
- the elastic rail bearing according to the Invention can also be used with the superstructure closed, if on both sides and parallel to or next to each rail with short distance to this mounting body for the Support body, clamping plates, eccentric bushings and anchor bolts are arranged, which are on the clamping plates and the Support the base body.
- These covers make a necessary move even when the superstructure is closed Changing the rails is no problem, because it is not Opening a e.g. from paving stones, concrete slabs or betumen existing track cover required, but only the disassembly of the roofing body, which is done after Installation of new rails can be used again.
- the roofing bodies can be all usual to the outside Covers from e.g. Paving stones, concrete slabs or a bitumen mass can be connected. Repairs on the track covering are significantly reduced because a clear one between the rails and the track covering Separation is present.
- the Support profiles the roofing body in their installation positions firmly. If, for example, the support profiles are made of angle plates exist, the covering body can be on the rail side shallow horizontal grooves, in which at the assembly of the roofing body the edges of the oblique engage the upstanding sections of the angle plates.
- the grooves between the outer side of Vignol rails and the covering bodies or the grooves between the outer and Inside of grooved rails and the Covers with filling strips e.g. made of plastic lined. These filling strips can also be used with Simply take out the rail removal and after you have done so Reuse rail installation.
- the roofing body can be made of plastic, rubber, concrete or metal. For cost reasons Plastic cover body preferred.
- eccentric bushes with a Ring collar.
- You can also e.g. with axially parallel Drilling holes are provided.
- the clamping plate pressed, which in turn, similar to one Clamping claw, against the horizontal section of the Support profile is clamped.
- With loosened nuts on the Anchor bolts can be used for eccentric bushings correction of the above-mentioned guidance by means of an appropriate tool that is rotated in Engagement with the axially parallel bores in the Eccentric bushings is brought.
- the support body can be made of inverted U-rail pieces, Square tube pieces or plastic bodies exist that transverse to the longitudinal axis of the rail on the bottom side Support body can be arranged.
- Vignol rails 10 for rail vehicles is for an open one or closed superstructure.
- a support body made of concrete slabs 11 is provided.
- concrete gratings or sleepers made of concrete, Wood, plastic or steel as a base support be used.
- the Vignol rails 10 when installed in two rows on the concrete slabs 11 first put on and assembled in the same way, as described below in connection with Figure 1 becomes.
- the Rail joints After placing the Vignol rails 10, the Rail joints welded and then the Vignol rails 10 laterally and in the usual height Aligned or positioned. In doing so, a Distance A between the underside of the Vignol rails 10 and the top of the concrete slabs 11, the e.g.
- the Anchor bolts 13 extend through bores 14, which are worked out in support body 15.
- the support body 15 are placed on the concrete slabs 11 and exist arranged in reverse from the embodiment U-rail pieces. It could also be, for example Square tube pieces or plastic body for the same Purpose. It is emphasized that this Support body 15 with their opposite Ends a certain distance from the Vignol rails 10 are positioned.
- the anchor bolt 13 and thus the Support body 15 are in two parallel rows at intervals of approx. 60 cm with a straight track or about 30 cm in the curve area of the rails.
- Support profiles for example angle plates 16 with their horizontal sections 17 supported.
- the Vignol rails 10 are form-fitted on both sides Elastomer profiles 18 from the angle plates 16 at a distance A, So with vertical play, over the bottom Concrete slabs 11 held.
- the elastomer profiles 18 and Angle plates 16 are in the axial direction of the Vignol rails 10 arranged throughout. The lengths of these components are dimensioned so that it is transported in the usual way, can be assembled or disassembled.
- the angle plates 16 are by clamping plates 19 on the Support bodies 15 fixed.
- the clamping plates 19 have one angular cross-section (Fig.1), in which vertical leg 20 of the clamping plates 19 one each Hole 21 is worked out.
- an eccentric bushing 22 is rotatable used which with a collar 23 the top each overlaps a clamping plate 19 or on this lies on.
- Unscrewed nuts 24 On threaded portions of the anchor bolts 13 are Unscrewed nuts 24 and between each nut 24 and the collar 23 of an eccentric bushing 22 is a spring ring 25 arranged on the anchor bolt 13.
- the Vignol rails 10 are extended Have sections and track guidance of the rails is to be adjusted, you only need the nuts 24 to loosen the anchor bolt 13 and the eccentric bushings 22 to rotate accordingly, so that a lateral adjustment the Vignol rails 10 to compensate for the extended sections.
- the Eccentric bushings 22 can e.g. not shown axially parallel bores may be provided, the one Driving with a suitable tool allow.
- the collar 23 can alternatively be polygonal be trained to attach a wrench or screwdriver with the corresponding key socket enable.
- Rail drainage can be done in known Way rail drainage boxes (not shown) mounted and connected to existing drainage pipes will.
- the covering body 27 can be a have such a length that they are, for example, three or four support bodies 15, clamping plates 19 and anchor bolts 13 overlap, the covering body 27 mutually to be laid on butt.
- the grooves between the outer side of each Vignol rail 10 and the outer Covering bodies 27 above the elastomer profiles 18 are filled with filler strips 32 from e.g. Plastic filled.
- the space between the inner, each other opposite roofing bodies 27 can by a any track covering 34, which also Installation lines 35 may contain, filled out will. It can be plasters, bitumen, Act concrete slabs, lawn, etc.
- This track covering 34 has one of the covering bodies 27 and the Vignol rails 10 corresponding height and compared to the inner Covering body 27 can cover 34 with for example, plastic plates 36 may be provided.
- the Cover body 27 can also be made of plastic, but also consist of rubber, concrete or metal.
- Cover body 27 can cover every track connected (plasters, bitumen, concrete slabs, Lawn, etc.).
- the elastic rail mounting described above is also suitable for so-called grooved rails with both open and closed superstructure.
- a closed superstructure possibly existing ones Grooves between the outer sides of the grooved rails and the covering bodies 27 by filling strips from e.g. Plastic to be filled.
- the elastic rail bearing described above is for rail vehicles of any kind, including Suitable for trams. In the latter case occurs advantageous no danger to foreign buried people Installations or own systems due to stray currents.
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Railway Tracks (AREA)
- Machines For Laying And Maintaining Railways (AREA)
- Road Paving Structures (AREA)
- Aiming, Guidance, Guns With A Light Source, Armor, Camouflage, And Targets (AREA)
- Fittings On The Vehicle Exterior For Carrying Loads, And Devices For Holding Or Mounting Articles (AREA)
- Tents Or Canopies (AREA)
- Connection Of Plates (AREA)
- Body Structure For Vehicles (AREA)
Description
- Figur 1
- eine Querschnittsansicht einer elastischen Schienenlagerung gemäß der Erfindung als offener Oberbau und
- Figur 2
- eine Querschnittsansicht einer elastischen Schienenlagerung gemäß Figur 1 für ein Schienenpaar mit geschlossenem Oberbau.
Claims (7)
- Elastische Schienenlagerung mit offenem oder geschlossenem Oberbau für Schienenfahrzeuge, bei der die Schienen (10) beidseitig über formschlüssig angesetzte Elastomer-Profile (18) oder dergleichen von Tragprofilen, z. B. Winkelblechen (16), vertikal beweglich mit vertikalem Abstand (A) über einem bodenseitigen Tragkörper (11) aus z. B. Betonplatten, Rosten oder Schwellen gehalten sind, wobei die Tragprofile am bodenseitigen Tragkörper mittels Ankerbolzen (13) befestigt sind,
dadurch gekennzeichnet, daßa) die Tragprofile bzw. Winkelbleche (16) für die Schienen (10) mit horizontalen Abschnitten (17) auf beidseitig der Schiene mit Abstand angeordneten Abstützkörpern (15) aufgelagert und durch Klemmplatten (19) an diesen fixiert sind,b) in einer Bohrung (21) in jeder Klemmplatte (19) eine Exzenterbuchse (22) drehbar gelagert ist, die Mittel zur Drehmitnahme aufweist,c) die Ankerbolzen (13) sich durch Bohrungen (14) in den Abstützkörpern (15) und Exzenterbuchsen (22) nach oben erstrecken undd) die Exzenterbuchsen (22), Klemmplatten (19) und Abstützkörper (15) durch auf die Ankerbolzen (13) aufgedrehte Muttern (24) arretiert bzw. befestigt sind. - Elastische Schienenlagerung nach Anspruch 1, dadurch gekennzeichnet, daß beidseitig und parallel zu bzw. neben jeder Schiene (10) mit geringem Abstand zu dieser Eindeckungskörper (27) für die Abstützkörper (15), Klemmplatten (19), Exzenterbuchsen (22) und Ankerbolzen (13) angeordnet sind, die sich auf den Klemmplatten (19) und dem bodenseitigen Tragkörper (11) abstützen.
- Elastische Schienenlagerung nach Anspruch 2, dadurch gekennzeichnet, daß die Tragprofile bzw. Winkelbleche (16) die Eindeckungskörper (27) in ihren Einbaupositionen festhalten.
- Elastische Schienenlagerung nach Anspruch 2 oder 3, dadurch gekennzeichnet, daß die Rillen zwischen der äußeren Seite von Vignol-Schienen (10) und den Eindeckungskörpern (27) oder die Rillen zwischen Außen- und Innenseiten von Rillenschienen und den Eindeckungskörpern (27) durch Füllstreifen (32) z.B. aus Kunststoff ausgekleidet sind.
- Elastische Schienenlagerung nach einem der Ansprüche 2 - 4, dadurch gekennzeichnet, daß die Eindeckungskörper (27) aus Kunststoff, Gummi, Beton oder Metall bestehen.
- Elastische Schienenlagerung nach Anspruch 1, dadurch gekennzeichnet, daß die Exzenterbuchsen (22) die Klemmplatten (19) mit einem Ringbund (23) übergreifen.
- Elastische Schienenlagerung nach Anspruch 1, dadurch gekennzeichnet, daß die Abstützkörper (15) aus umgekehrten U-Schienenstücken, Vierkantrohrstücken oder Kunststoffkörper bestehen, die quer zur Schienenlängsachse auf dem bodenseitigen Tragkörper (11) angeordnet sind.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE4311452A DE4311452C2 (de) | 1993-04-07 | 1993-04-07 | Elastische Schienenlagerung mit offenem oder geschlossenem Oberbau für Schienenfahrzeuge |
DE4311452 | 1993-04-07 |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0620316A1 EP0620316A1 (de) | 1994-10-19 |
EP0620316B1 true EP0620316B1 (de) | 1998-05-27 |
Family
ID=6484976
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP94103726A Expired - Lifetime EP0620316B1 (de) | 1993-04-07 | 1994-03-10 | Elastische Schienenlagerung mit offenem oder geschlossenem Oberbau für Schienenfahrzeuge |
Country Status (9)
Country | Link |
---|---|
EP (1) | EP0620316B1 (de) |
AT (1) | ATE166679T1 (de) |
CZ (1) | CZ279893B6 (de) |
DE (2) | DE4311452C2 (de) |
DK (1) | DK0620316T3 (de) |
ES (1) | ES2115795T3 (de) |
GR (1) | GR3027612T3 (de) |
HU (1) | HU213815B (de) |
RU (1) | RU2071217C1 (de) |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AT403386B (de) * | 1994-12-30 | 1998-01-26 | Gmundner Fertigteile Gmbh | Gleis |
GB9504424D0 (en) * | 1995-03-06 | 1995-04-26 | Pandrol Ltd | Rail-fastening assembly |
DE19920146B4 (de) * | 1999-05-03 | 2005-07-21 | Max Bögl Bauunternehmung GmbH & Co. KG | Lagerung einer Schiene für Schienenfahrzeuge |
DE10100034A1 (de) * | 2001-01-03 | 2002-07-04 | Butzbacher Weichenbau Gmbh | Stützpunkt für eine Schiene |
DE102009026359B3 (de) * | 2009-08-10 | 2011-04-07 | Rte Technologie Gmbh | Feste Fahrbahn für schienengebundene Fahrzeuge |
Family Cites Families (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3525472A (en) * | 1966-08-30 | 1970-08-25 | Japan National Railway | Vibration-suppressing composite rail for railways |
DE2000006A1 (de) * | 1970-01-02 | 1971-07-08 | Buescher Pebueso Beton | Gleistragplatte |
GB1471868A (en) * | 1973-04-17 | 1977-04-27 | Molyneux Rail Clips Ltd | Track rail anchorages |
US4047663A (en) * | 1975-11-21 | 1977-09-13 | Clarke Reynolds | Rail plate having spring clips and lateral positioning means |
DE3439252A1 (de) * | 1984-10-26 | 1986-05-07 | Lothar 8700 Würzburg Eisner | Material zum einbau von schienen |
US4793545A (en) * | 1987-07-14 | 1988-12-27 | Construction Polymers Company | Embedded track assembly |
DE3834329C2 (de) * | 1987-10-10 | 1999-12-09 | Phoenix Ag | Schienenlager |
DE8913618U1 (de) * | 1989-11-17 | 1990-01-18 | Hans-Friedrich Wagner Vertrieb von Geräten und Systemen, 3222 Freden | Gleisabdeckung |
DE4007937C2 (de) * | 1990-03-13 | 2002-03-21 | Hermann Ortwein | Elastisch gelagerte Schiene für Schienenfahrzeuge |
-
1993
- 1993-04-07 DE DE4311452A patent/DE4311452C2/de not_active Expired - Fee Related
-
1994
- 1994-03-10 DK DK94103726T patent/DK0620316T3/da active
- 1994-03-10 ES ES94103726T patent/ES2115795T3/es not_active Expired - Lifetime
- 1994-03-10 DE DE59406069T patent/DE59406069D1/de not_active Expired - Fee Related
- 1994-03-10 AT AT94103726T patent/ATE166679T1/de not_active IP Right Cessation
- 1994-03-10 EP EP94103726A patent/EP0620316B1/de not_active Expired - Lifetime
- 1994-03-28 HU HU9400874A patent/HU213815B/hu not_active IP Right Cessation
- 1994-03-31 CZ CZ94764A patent/CZ279893B6/cs unknown
- 1994-04-06 RU RU94011279/11A patent/RU2071217C1/ru active
-
1998
- 1998-08-07 GR GR980401790T patent/GR3027612T3/el unknown
Also Published As
Publication number | Publication date |
---|---|
ATE166679T1 (de) | 1998-06-15 |
EP0620316A1 (de) | 1994-10-19 |
CZ279893B6 (cs) | 1995-08-16 |
DE59406069D1 (de) | 1998-07-02 |
DE4311452C1 (de) | 1994-05-26 |
RU2071217C1 (ru) | 1996-12-27 |
DE4311452C2 (de) | 2000-03-09 |
CZ76494A3 (en) | 1994-10-19 |
GR3027612T3 (en) | 1998-11-30 |
ES2115795T3 (es) | 1998-07-01 |
RU94011279A (ru) | 1996-09-10 |
HUT75347A (en) | 1997-05-28 |
HU213815B (en) | 1997-10-28 |
DK0620316T3 (da) | 1999-03-22 |
HU9400874D0 (en) | 1994-06-28 |
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