EP1866481A2 - Schienenlager - Google Patents
SchienenlagerInfo
- Publication number
- EP1866481A2 EP1866481A2 EP06725505A EP06725505A EP1866481A2 EP 1866481 A2 EP1866481 A2 EP 1866481A2 EP 06725505 A EP06725505 A EP 06725505A EP 06725505 A EP06725505 A EP 06725505A EP 1866481 A2 EP1866481 A2 EP 1866481A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- rail
- ribbed plate
- support
- plate
- spring
- 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
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
- E01B9/00—Fastening rails on sleepers, or the like
- E01B9/38—Indirect fastening of rails by using tie-plates or chairs; Fastening of rails on the tie-plates or in the chairs
- E01B9/44—Fastening the rail on the tie-plate
- E01B9/46—Fastening the rail on the tie-plate by clamps
- E01B9/48—Fastening the rail on the tie-plate by clamps by resilient steel clips
Definitions
- the invention relates to rail bearings for rails, which have provided on both sides with upper bearing surfaces, lower rail foot, with a ribbed plate which is connected via fasteners with a support pad and with depressing elements for holding the rail.
- the generic rails are rails of all kinds, especially rails or points of a railway or tram track system. But also rails of another logistics or transport system, such as in the field of warehousing or mining can be kept with the storage according to the invention, for this reason is to be understood by rail in the context of this application any rail of a rail bound transport system.
- the rails used here have on both sides provided with upper bearing surfaces lower rail foot.
- the rail bearing is provided with a so-called ribbed plate, which is connected via attachments with a support pad and resilient, held on the ribbed plate depressing elements, which are supported on the support surfaces for holding the rails.
- Such a rail bearing is known from the company brochure "Environmental Protection in Rail Traffic” by Clouth Kunststoffwerke AG
- the known rail bearings are used both in the field of ballast superstructure and in the so-called “slab track systems". In both cases, vibrations due to unavoidable wheel and road bumps must be compensated, on the one hand to increase ride comfort and on the other hand minimize rolling noise.
- the known rail bearings have intermediate plates below the rail bearings. These consist of an elastic material and cushion the load from the passing train. Below the intermediate plate, a support pad is provided, which may be formed either by an iron plate on which the remaining parts of the rail bearing can be screwed or which may be formed by a cast-in bearing element. This bearing element may for example be part of the "slab track system" or a threshold.
- an elastic intermediate layer usually made of a synthetic rubber, arranged between rail and ribbed plate.
- the known rail bearings are connected via two or more depressing elements with the rails.
- the rails have the shape of a "Double-T" carrier, wherein the upper tread thicker and the lower rail foot rather thinner, but are designed to be wider.
- the top of laterally projecting rail feet serve as support surface for the pressing elements, usually in the form of a wire hanger on one side with the ribbed plate
- the rail is held in place by a lateral support on each side of the rail foot, which is particularly useful at high speeds or in bends.
- the known rail bearings are able to hold the rail safely, they have two disadvantages.
- the elasticity of the intermediate layer and the intermediate plate is often insufficient, especially in the tram area.
- tramway construction in modern low-floor vehicles often requires a rail deflection of up to 4 mm, which should also be available in the area of rail bearings in order to avoid a restless ride through non-yielding bearings.
- a first object of the invention is therefore to provide an elastic rail bearing that allows a defined deflection of the rail while secure attachment.
- Another object of the invention is to provide an easily mountable, inexpensive rail bearing.
- Rail support has at least one, arranged between the ribbed plate and the support pad, elastic intermediate plate which presses the ribbed plate in the no-load condition against at least one upper abutment, the ribbed plate in the direction of the support pad with compression of the elastic intermediate plate is depressible and between the support pad and the ribbed plate at least one additional spring element is arranged, that is connected in parallel to the spring action of the elastic intermediate plate.
- a feature of the invention is the fact that now two different elastic means are connected in parallel with each other.
- this is the elastic intermediate plate, which is arranged between the ribbed plate and the support pad. This causes a basic elasticity of the bearing, but must also absorb the entire bearing load in the known systems. Therefore, it can not be formed arbitrarily elastic.
- At least one additional spring element is now provided in addition to the elastic intermediate plate.
- This can be arranged next to the elastic intermediate plate or enforce the elastic intermediate plate.
- the latter solution will be chosen, since so a particularly compact construction of the bearing can be achieved, which allows a largely arbitrary realization of the spring characteristic.
- the depressing element can be easily pushed through the lower slide passages.
- its end runs on the support surface, which is usually inclined to the insertion direction of the pressing-down, for example, slightly rising.
- the depressing element is slightly bent and thereby stuck in the Unterschieb miclass.
- the frictional force prevents the depressing element from slipping back.
- the through-hole is particularly easily realized by a bearing block-like welded construction, which is essentially formed by a welded to the top of the ribbed plate bridge. The remaining between the bridge and the rib plate clearance then forms the through hole.
- Example may have a U-shaped portion, wherein the rail is inserted into the upwardly open U and have the through holes in the two legs.
- FIG. 1 a rail bearing according to the invention in a perspective view
- FIG. 2 the bearing from FIG. 1 in a side view, partly in section,
- FIG. 3 shows the screw connection of the bearing shown in FIGS. 1 and 2 in one
- Figure 4 an alternative embodiment of the upper part of the screw
- FIG. 5 shows a further alternative embodiment of the upper part of the screw connection.
- FIGS. 1 and 2 in FIG. 2 without depiction of the depressing elements 4), a rail bearing with a ribbed plate 1 and a supporting support 2 is shown.
- the bearing serves to hold and support a rail 3, which has a rail foot 3 'and on both sides an upper bearing surface 3 ", which is formed here by the upper side of the rail foot 3'.
- the ribbed plate 1 is provided on both sides of the rail foot 3 ', each with a bearing block-like attachment 8, which is designed here as a welded-on bridge.
- a bearing block-like attachment 8 which is designed here as a welded-on bridge.
- the geometry can also be produced in other ways, only the fact that there is a slide-down passage 5 which is able to hold an inserted depressing element 4 down is essential.
- the depressing element 4 is in a rectangular recess of the bearing rock-like
- Attachments 8 inserted and supported with a bending stress with a front rail near spiral spring portion 4 'on the rail from.
- the opposite side of the depressing element 4 is formed as a pressure region 4 ", which is supported on the ribbed plate 1 as an abutment.
- an intermediate layer 9 is arranged between the rail 3 and the ribbed plate 1.
- an elastic intermediate plate 7 is provided, which is formed here in several layers with two superimposed layers of a rubber material.
- the ribbed plate 1 which extends from the right to the left edge of the rail bearing, is connected by screws to the support surface 2, here designed as a screw-on plate.
- the screws pass through the intermediate plate 7, to optimize the elastic properties of the intermediate plate 7, the rubber used is softer than usual chosen, between the rib plate 1 and the support surface 2 of the threaded bolts of the screw 12 guided coil springs 11 are arranged.
- the ribbed plate 1 is here, as usual in the rule, via four screw 12, which are respectively arranged at the corners of the often rectangular ribbed plates 1, connected to the support pad 2.
- the heads of the screws form the abutment for the movement of the ribbed plate 1 relative to the support surface 2, that is, the ribbed plate 2 is movable between the underside of the screw heads and the surface of the elastic intermediate plate 7 at the maximum possible compression.
- other travel restrictions can be used.
- the latter may have a solid block or with openings, either open on one side or as closed chambers provided.
- the spring block may be made of a rubber or a synthetic rubber and have metallic reinforcements or guides.
- Such a spring element 11 can then be provided at any position and in any desired number, wherein preferably the elastic intermediate plate 7 has recesses into which the spring blocks are then inserted.
- the preferred embodiment shown here has additional spring elements 11 in the form of a helical spring. These are available inexpensively and represent a useful combination to the rubber layers, which are usually the form elastic intermediate layer 7. All or only some of the coil springs can be arranged concentrically to the screws of the screw 12, that is, they are wound around the screws and thus guided kink-proof, without additional fuses would have to be provided for this purpose.
- the elastic intermediate layer 7 passing through sleeve 13 may be protected, which is of course only so long that it does not restrict the required mobility.
- This sleeve 13 may, for example, an upper, flange-like outwardly extending collar 13 ', which rests on the top of the rib plate 1. With a downwardly adjoining this collar 13 'lower tube portion 13 ", the sleeve 13 then projects through the ribbed plate 1 into the elastic intermediate layer 7. The uppermost turn of the coil spring is supported, the ribbed plate 1 between itself and the upper, flange-like collar 13 'clamping, on the underside of the ribbed plate 1 from.
- a further compression spring 14 in particular a helical spring wound around the screw, can be arranged, as is illustrated, for example, in FIG.
- the rail bearing in the region of the screw 12 have a further elastic layer, in particular a rubber layer for discharging liquids, foreign bodies and / or braking sand, which has a convex surface (15) from the viewpoint of the abutment, so that particles and liquids can slide off and thus be led away from the bore.
- the further elastic layer can be glued sealingly with the ribbed plate.
- this rejector for foreign substances can also be made of a non-elastic material, in which case a rubber plate as an intermediate disc can take over the seal.
- the screw 12 is formed by a sleeve-like enclosure 16, in which the spring 11 is arranged, so that there is a closed spring system, in which no dirt can penetrate.
- this wall is formed like an accordion in the central region, which is to be construed as an example only.
- Other types of length compensation can of course be used, a piston-like superimposing would be possible.
- the sleeve-like sheath 16 has at the lower end an external thread, with which it is screwed into the support surface 2. At the opposite end a conventional screw head is arranged, which is welded here to the ribbed plate. By the - here only stylized illustrated - length compensation in the central region, the sleeve-like sheath 16 can maintain the mobility despite the connection with the ribbed plate 1 and at the same time the lower support surface 2.
- self-locking counter-rotating shaft screws are preferably used to avoid loosening the screws.
- spring elements in the region of the screw connection (12) it is also possible to provide further spring elements which can be arranged approximately at a greater distance from the screw connection (12). Due to the distance and the cover by the ribbed plate 1, these would then be largely protected from contamination.
- a lower sliding passage 5 is provided, via which a depressing element 4 can be pressed onto the rail foot 3 'of the rail 3.
- the lower sliding passage 5 here is a passage opening, ie an opening in a vertical wall of the ribbed plate 1, which may be part of the plate itself, or as shown here, part of a bearing block-like attachment 8 arranged on the ribbed plate 1.
- the passage openings preferably have a rectangular, oval or round cross-section.
- the easiest way is the at least sectional configuration of the depressing elements 4 as curved or straight revenge iron, so that then the rectangular shape of the through holes shown here can be selected, which is particularly easy to produce and at the same time offers the largest possible contact surface of the pressing elements 4.
- the depressing elements 4 are arranged on both sides of the rail 3, although it would theoretically also be possible for the rail 3 to be held on one side under a holding edge arranged on the ribbed plate 1, under which the rail 3 is then pushed in during the laying. Then only a one-sided countering would have to be done by the depressing elements 4. Also in this case, the retaining edge should be a mechanical stress on the rail foot 3 'can transmit, which would be possible, for example, by a tapering in the direction of a rear stop shaping of the profile, so that the rail foot 3' is pushed under the holding edge when pushed down.
- depressing elements 4 are provided on one side, then in each case a plurality of depressing elements 4 or only one depressing element 4 can be arranged there. Thus, the depressing elements 4 do not relieve each other and thus the holding voltage is canceled in one of the depressing elements 4, however, preferably only one depressing element 4 is provided on each side.
- the pressing-down element 4 can, for example, face away from the rail 3
- the pressure area 4 '' may also have a Ansetzkante 6 for applying a trigger tool 10 so as to be able to apply the lever effect.
- the restraining force of the depressing elements 4 for avoiding accidental slipping and vandalism is preferably caused by the clamping force and the friction associated therewith.
- a fuse may be provided, which may be formed either by a latching possibility or a positive lock, for example a split pin or a screw.
- the rail bearing can be designed as a freely mountable bearing, in which case the support support can be formed by a support plate which can be connected to a cross sleeper. This bearing is then mounted on a threshold or on a solid surface. Alternatively, the support pad can already be embedded in the concrete, as it will often be the case with a "slab track system".
Description
Claims
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102005015288 | 2005-04-02 | ||
PCT/EP2006/061259 WO2006106089A2 (de) | 2005-04-02 | 2006-03-31 | Schienenlager |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1866481A2 true EP1866481A2 (de) | 2007-12-19 |
EP1866481B1 EP1866481B1 (de) | 2010-05-19 |
Family
ID=37073823
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP06725505A Not-in-force EP1866481B1 (de) | 2005-04-02 | 2006-03-31 | Schienenlager |
Country Status (6)
Country | Link |
---|---|
US (1) | US7717352B2 (de) |
EP (1) | EP1866481B1 (de) |
CN (1) | CN101160434B (de) |
AT (1) | ATE468436T1 (de) |
DE (1) | DE502006006981D1 (de) |
WO (1) | WO2006106089A2 (de) |
Families Citing this family (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2435285A (en) * | 2006-02-21 | 2007-08-22 | Pandrol Ltd | Fastening railway rails |
US8042747B2 (en) * | 2007-08-31 | 2011-10-25 | Koppers Delaware, Inc. | Notched tie plate insulator |
GB2453575B (en) * | 2007-10-11 | 2011-11-30 | Pandrol Ltd | Railway rail paid |
DE102009041848A1 (de) * | 2009-09-18 | 2011-03-24 | Vossloh-Werke Gmbh | System zum Befestigen einer Schiene auf einem festen Untergrund und Befestigung einer Schiene |
DE202009014434U1 (de) * | 2009-09-18 | 2010-02-11 | Vossloh-Werke Gmbh | Unterlegplatte für die Befestigung einer Schiene auf einem festen Untergrund und Befestigung einer Schiene |
US8181578B2 (en) * | 2010-01-12 | 2012-05-22 | Delta Railroad Construction, Inc. | Method, system and devices for railroad track reconditioning and repair |
USD756844S1 (en) * | 2013-03-15 | 2016-05-24 | L.B. Foster Company | Curve block |
EP2821358B1 (de) * | 2013-07-03 | 2016-11-30 | Kone Corporation | Führungsschienenausrichtungssystem für Aufzüge |
US9290312B2 (en) | 2013-08-14 | 2016-03-22 | Dart Container Corporation | Double-walled container |
EP3279397B1 (de) * | 2016-08-05 | 2019-03-06 | Industrispar Svenska AB | Schienenbefestigung an einer unterlegplatte mittels zylindrischer klemmbolzen |
Family Cites Families (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1836713A (en) * | 1930-03-26 | 1931-12-15 | William B Hewitt | Tie plate |
US1863145A (en) * | 1931-07-13 | 1932-06-14 | Charles D Young | Rail retaining key |
US2724558A (en) * | 1952-08-21 | 1955-11-22 | Herbert T Jones | Rail anchor tie plate |
US3576293A (en) * | 1969-02-26 | 1971-04-27 | Landis Sales Co | Direct fixation rail fastener apparatus |
CN2067292U (zh) * | 1990-04-09 | 1990-12-12 | 北京铁路局太原科学技术研究所 | 可调式钢轨扣件 |
DE29507130U1 (de) * | 1994-05-06 | 1995-07-06 | Phoenix Ag | Elastische Zwischenlage, insbesondere für den schotterlosen Oberbau |
DE19517112A1 (de) * | 1994-12-22 | 1996-07-04 | Heilit & Woerner Bau Ag | Gleisoberbau mit durchgehender Tragplatte und Einzel-Befestigungsvorrichtungen für die Schienen |
EP0856086B1 (de) * | 1995-10-20 | 2000-07-05 | BWG Butzbacher Weichenbau Gesellschaft mbH & Co. KG | Oberbaukonstruktion |
DE20021245U1 (de) * | 1999-12-24 | 2001-04-26 | Rst Rail Systems And Technolog | Schienenbefestigung |
BE1013240A6 (fr) * | 2000-01-19 | 2001-11-06 | Vanhonacker Patrick | Dispositif de support pour rail de voie ferree. |
-
2006
- 2006-03-31 EP EP06725505A patent/EP1866481B1/de not_active Not-in-force
- 2006-03-31 CN CN2006800114487A patent/CN101160434B/zh not_active Expired - Fee Related
- 2006-03-31 DE DE502006006981T patent/DE502006006981D1/de active Active
- 2006-03-31 WO PCT/EP2006/061259 patent/WO2006106089A2/de not_active Application Discontinuation
- 2006-03-31 AT AT06725505T patent/ATE468436T1/de active
-
2007
- 2007-10-02 US US11/906,375 patent/US7717352B2/en not_active Expired - Fee Related
Non-Patent Citations (1)
Title |
---|
See references of WO2006106089A2 * |
Also Published As
Publication number | Publication date |
---|---|
US7717352B2 (en) | 2010-05-18 |
WO2006106089A3 (de) | 2007-01-18 |
DE502006006981D1 (de) | 2010-07-01 |
CN101160434B (zh) | 2011-11-16 |
ATE468436T1 (de) | 2010-06-15 |
WO2006106089A2 (de) | 2006-10-12 |
US20080191049A1 (en) | 2008-08-14 |
EP1866481B1 (de) | 2010-05-19 |
CN101160434A (zh) | 2008-04-09 |
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