EP0198158A2 - Appui élastique d'un rail de chemin de fer - Google Patents

Appui élastique d'un rail de chemin de fer Download PDF

Info

Publication number
EP0198158A2
EP0198158A2 EP86100987A EP86100987A EP0198158A2 EP 0198158 A2 EP0198158 A2 EP 0198158A2 EP 86100987 A EP86100987 A EP 86100987A EP 86100987 A EP86100987 A EP 86100987A EP 0198158 A2 EP0198158 A2 EP 0198158A2
Authority
EP
European Patent Office
Prior art keywords
plate
rubber
elastic bearing
bearing according
bottom 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.)
Granted
Application number
EP86100987A
Other languages
German (de)
English (en)
Other versions
EP0198158A3 (en
EP0198158B1 (fr
Inventor
Gerd Meyer
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.)
Phoenix AG
Original Assignee
Phoenix 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 Phoenix AG filed Critical Phoenix AG
Priority to AT86100987T priority Critical patent/ATE55790T1/de
Publication of EP0198158A2 publication Critical patent/EP0198158A2/fr
Publication of EP0198158A3 publication Critical patent/EP0198158A3/de
Application granted granted Critical
Publication of EP0198158B1 publication Critical patent/EP0198158B1/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
    • E01B9/00—Fastening rails on sleepers, or the like
    • E01B9/62—Rail fastenings incorporating resilient supports
    • 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
    • E01B9/68—Pads or the like, e.g. of wood, rubber, placed under the rail, tie-plate, or chair
    • E01B9/685—Pads or the like, e.g. of wood, rubber, placed under the rail, tie-plate, or chair characterised by their shape
    • 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
    • E01B9/68—Pads or the like, e.g. of wood, rubber, placed under the rail, tie-plate, or chair
    • E01B9/681—Pads or the like, e.g. of wood, rubber, placed under the rail, tie-plate, or chair characterised by the material

Definitions

  • the invention relates to an elastic bearing for rails of rail vehicles, consisting of an upper plate and a lower plate and a rubber plate arranged between them, and the upper and lower plates can be set by a plurality of screw bolts and rubber rings arranged on them under mutually acting variable preload.
  • Elastic bearings for rails of rail vehicles are known in different designs. They serve to reduce the noise emitted by rail vehicles and transmitted to the ground. Furthermore, the underground and the wheel sets of the rail vehicles are protected by such elastic bearings. This is particularly important for bridges, tunnels and other artificial rail supports. Such an elastic bearing can also be used successfully for noise reduction in residential areas. A particularly advantageous embodiment is described in patent application P 33 41 681. Due to its variable preload, such a bearing is able to be adjusted to different resonance vibrations. This enables noise and structure-borne noise to be reduced in the particularly disruptive frequency ranges. However, such a bearing is essentially restricted to certain wheelset loads and certain speed ranges. As a result, different storage designs are required for different rail vehicles, such as trams and federal rail vehicles.
  • Such bearings can also take up a relatively large amount of space and have an overall height which is difficult in special cases.
  • the object of the invention is to provide an elastic bearing of the design described at the outset, which enables a compact structure, can be adjusted very well to different requirements and which, moreover, can be produced with little material expenditure.
  • the rubber plate has depressions or elevations on one or both surfaces which are embedded in corresponding surface designs of the top and / or bottom plate and the edges on the top and underplate with arrangement of a flange-like widening have perpendicular and parallel surfaces between which there is a connecting rubber layer.
  • the rubber plate can be varied in terms of its wall thickness. This enables loads to be taken up as required.
  • this arrangement means that lateral forces can also be effectively absorbed in this area. Such transverse forces are also absorbed by the rubber layer. that lie between the flange-like widenings of the edges.
  • the lateral force can be absorbed more in the rubber layer connecting the edges.
  • This different variation option can be used especially when it comes to a certain height and possibly tilting movements should be kept within very narrow limits.
  • the quality of the rubber layer between the top and bottom plate can be matched to the rubber layer that connects the edges of the top and bottom plate. As a rule, the Shore hardness will be the same. It should also be taken into account here that the pretension generated by the screw bolts leads, if possible, to the same amount of deformation in the two competing rubber bodies.
  • the rubber plate lying between the top and bottom plate should have a Shore hardness A of about 50 to 65 °.
  • the hardness depends on the expected loads and what other requirements are placed on the bearing. Since these rubber plates are easily interchangeable, an elegant adaptation can also be achieved in this way.
  • the rubber plate between the top and bottom plates takes up the entire plate surface and has bores only in the zones of the bolts and the base fastening. This enables one Extensive relief of the top and bottom plate on bending stress. This also has the consequence that these metal plates can consist of deep-drawn sheet steel parts, which are generally less expensive than molded metal plates. Because of the mutual interchangeability of the plates, this can also be adapted to the respective requirements.
  • Another important part of the invention consists in that the rubber layer lying between the edges of the top and bottom plate in connection with the flange-like widening has vulcanized support strips.
  • simple rubber profiles can be inserted into this zone.
  • the L-shaped design of the metal support strips it can be easily and safely inserted into the space provided. Since the rubber layer between the metal strips preferably has a parallelogram-shaped cross section, a special progressive spring property is also brought into this rubber body in this way.
  • the parallelogram-shaped design also allows a relatively large travel without causing damage when this travel is exhausted.
  • This rubber layer also has the advantage that it protects the interior of the bearing from dirt. If these rubber strips create a closed cavity between the top and bottom plate, an additional opening is expedient. This can preferably be arranged in the lower plate. Such an opening avoids the possible compression of air and the heat generated thereby within the bearing. Moisture inside the bearing can also be avoided.
  • the bearing consists of an upper plate (1) and a lower plate (2), between which there is a rubber plate (3).
  • Upper plate (1) and lower plate (2) are connected to each other by a bolt (4).
  • the bolt has the nut (5).
  • the bolt (4) is surrounded in a ring by a rubber body (6) which has ring supports (7) and (8) on the top and bottom. If the screw bolt (4) is tightened by adjusting the nut (5), this leads to a compression of the rubber plate (3). In connection with the rubber ring (6) this leads to a floating state of the upper plate (1) compared to the lower plate (2).
  • This preload causes a state in the bearing for a specific natural frequency which is set to the use of the respective application.
  • the upper plate (1) and the lower plate (2) have parallel surfaces (10) and (11) at the edges in connection with a flange (9). These surfaces are arranged vertically and thus run parallel to the deflection process. Between the two surfaces (10) and (11) is the rubber strip (12), which contains vulcanized metal strips (13) and (14) on both sides. This bar (12) can be easily inserted into the space provided and is used to absorb lateral forces in the bearing, such as those that can occur in bends and switches.
  • the lower plate (2) has ventilation at (15).
  • Figure (2) also shows that the rubber body (3) has elevations (16) and (17) which engage in corresponding recesses in the top plate (1) and the bottom plate (2).
  • this rubber plate (3) is also suitable for absorbing transverse forces.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Vibration Prevention Devices (AREA)
  • Springs (AREA)
  • Supports For Pipes And Cables (AREA)
  • Holders For Apparel And Elements Relating To Apparel (AREA)
  • Support Of The Bearing (AREA)
  • Railway Tracks (AREA)
EP86100987A 1985-04-11 1986-01-24 Appui élastique d'un rail de chemin de fer Expired - Lifetime EP0198158B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT86100987T ATE55790T1 (de) 1985-04-11 1986-01-24 Elastisches schienenlager.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19853512987 DE3512987A1 (de) 1985-04-11 1985-04-11 Elastisches schienenlager
DE3512987 1985-04-11

Publications (3)

Publication Number Publication Date
EP0198158A2 true EP0198158A2 (fr) 1986-10-22
EP0198158A3 EP0198158A3 (en) 1987-09-09
EP0198158B1 EP0198158B1 (fr) 1990-08-22

Family

ID=6267733

Family Applications (1)

Application Number Title Priority Date Filing Date
EP86100987A Expired - Lifetime EP0198158B1 (fr) 1985-04-11 1986-01-24 Appui élastique d'un rail de chemin de fer

Country Status (5)

Country Link
US (1) US4765538A (fr)
EP (1) EP0198158B1 (fr)
AT (1) ATE55790T1 (fr)
CA (1) CA1285917C (fr)
DE (2) DE3512987A1 (fr)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3832677A1 (de) * 1987-10-10 1989-04-20 Phoenix Ag Einrichtung zur elastischen und schalldaemmenden lagerung von schienen
EP0432357A1 (fr) * 1989-11-07 1991-06-19 CLOUTH Gummiwerke AG Dispositif pour appliquer des rails pour des véhicules à rail
CN110295517A (zh) * 2018-03-21 2019-10-01 洛阳双瑞橡塑科技有限公司 一种谐振式减振扣件

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5249743A (en) * 1992-04-23 1993-10-05 Lord Corporation Multiple section special trackwork fastener
BE1012466A5 (fr) * 1999-02-05 2000-11-07 Vanhonacker Patrick Dispositif de support pour rails de voie ferree.
US6261693B1 (en) * 1999-05-03 2001-07-17 Guardian Industries Corporation Highly tetrahedral amorphous carbon coating on glass
US20060248305A1 (en) * 2005-04-13 2006-11-02 Wayne Fang Memory device having width-dependent output latency
CN110295518A (zh) * 2018-03-21 2019-10-01 洛阳双瑞橡塑科技有限公司 一种谐振式减振扣件
AT524136B1 (de) * 2020-08-31 2022-11-15 Bategu Gummitechnologie Gmbh Kautschukzusammensetzung für eine Schienenzwischenlage

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2076019A (en) * 1932-05-03 1937-04-06 American Fork & Hoe Co Tie plate
DE1189104B (de) * 1958-06-25 1965-03-18 John Bull Rubber Company Ltd Elastische Zwischenlage fuer den Eisenbahnoberbau
DE1204697B (de) * 1962-09-15 1965-11-11 Continental Gummi Werke Ag Schienenbefestigung
DE1240544B (de) * 1965-04-13 1967-05-18 Continental Gummi Werke Ag Schienenbefestigung
DE2612617A1 (de) * 1976-03-25 1977-09-29 Zueblin Ag Schotterloser eisenbahnoberbau
DE2850039A1 (de) * 1977-11-18 1979-05-23 Dunlop Ltd Federnd nachgiebige tragkonstruktion
DE2828713A1 (de) * 1978-06-30 1980-01-10 Clouth Gummiwerke Ag Schalldaemmende schienenlagerung
EP0106952A1 (fr) * 1982-10-27 1984-05-02 CLOUTH Gummiwerke AG Dispositif d'appui de rails pour véhicules de chemin de fer
DE8405635U1 (de) * 1984-02-24 1985-03-21 Phoenix Ag, 2100 Hamburg Elastisches lager fuer schienen

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS54153407A (en) * 1978-05-24 1979-12-03 Japanese National Railways<Jnr> Vibration-proof rail employing perforated foamed board
GB2024289B (en) * 1978-06-30 1983-03-30 Clouth Gummiwerke Ag Resilient rail support
FR2491105A1 (fr) * 1980-09-29 1982-04-02 Sonneville Roger Dispositif pour la fixation d'un rail sur un support en beton
CA1230586A (fr) * 1982-05-05 1987-12-22 William F. Langman Semelle de rail isolante
DE3341681A1 (de) * 1983-11-18 1985-05-30 Phoenix Ag, 2100 Hamburg Elastisches schienenlager
US4648554A (en) * 1984-10-30 1987-03-10 Acme Plastics, Inc. Impact and vibration attenuating pad with offset dimples

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2076019A (en) * 1932-05-03 1937-04-06 American Fork & Hoe Co Tie plate
DE1189104B (de) * 1958-06-25 1965-03-18 John Bull Rubber Company Ltd Elastische Zwischenlage fuer den Eisenbahnoberbau
DE1204697B (de) * 1962-09-15 1965-11-11 Continental Gummi Werke Ag Schienenbefestigung
DE1240544B (de) * 1965-04-13 1967-05-18 Continental Gummi Werke Ag Schienenbefestigung
DE2612617A1 (de) * 1976-03-25 1977-09-29 Zueblin Ag Schotterloser eisenbahnoberbau
DE2850039A1 (de) * 1977-11-18 1979-05-23 Dunlop Ltd Federnd nachgiebige tragkonstruktion
DE2828713A1 (de) * 1978-06-30 1980-01-10 Clouth Gummiwerke Ag Schalldaemmende schienenlagerung
EP0106952A1 (fr) * 1982-10-27 1984-05-02 CLOUTH Gummiwerke AG Dispositif d'appui de rails pour véhicules de chemin de fer
DE8405635U1 (de) * 1984-02-24 1985-03-21 Phoenix Ag, 2100 Hamburg Elastisches lager fuer schienen

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3832677A1 (de) * 1987-10-10 1989-04-20 Phoenix Ag Einrichtung zur elastischen und schalldaemmenden lagerung von schienen
EP0432357A1 (fr) * 1989-11-07 1991-06-19 CLOUTH Gummiwerke AG Dispositif pour appliquer des rails pour des véhicules à rail
CN110295517A (zh) * 2018-03-21 2019-10-01 洛阳双瑞橡塑科技有限公司 一种谐振式减振扣件

Also Published As

Publication number Publication date
CA1285917C (fr) 1991-07-09
EP0198158A3 (en) 1987-09-09
DE3512987A1 (de) 1986-10-16
US4765538A (en) 1988-08-23
EP0198158B1 (fr) 1990-08-22
DE3673545D1 (de) 1990-09-27
ATE55790T1 (de) 1990-09-15

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