EP0046212A1 - Rail supporting device for railway carriages - Google Patents

Rail supporting device for railway carriages Download PDF

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Publication number
EP0046212A1
EP0046212A1 EP81105868A EP81105868A EP0046212A1 EP 0046212 A1 EP0046212 A1 EP 0046212A1 EP 81105868 A EP81105868 A EP 81105868A EP 81105868 A EP81105868 A EP 81105868A EP 0046212 A1 EP0046212 A1 EP 0046212A1
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EP
European Patent Office
Prior art keywords
elastic intermediate
angle
sections
rails
vertical line
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.)
Ceased
Application number
EP81105868A
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German (de)
French (fr)
Inventor
Hermann Ortwein
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.)
Clouth Gummiwerke AG
Original Assignee
Clouth Gummiwerke 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 Clouth Gummiwerke AG filed Critical Clouth Gummiwerke AG
Publication of EP0046212A1 publication Critical patent/EP0046212A1/en
Ceased 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
    • E01B1/005—Ballastless track, e.g. concrete slab trackway, or with asphalt layers with sleeper shoes

Definitions

  • the invention relates to a device for storing rails for rail vehicles, in which the rails are attached to bearing plates, sleepers or the like, which are supported by elastic intermediate layers against bearing frames, at least the sections or sections of the elastic extending in the direction of the rails Intermediate layers are arranged obliquely so that they form an angle with an imaginary vertical line.
  • all sections or sections of the elastic intermediate layers form an equally large angle with the imaginary vertical line. Since the angle with the imaginary vertical line should be as optimal as possible with regard to the expected load in the outer sections or sections of the elastic intermediate layers running in the direction of the rails, it is because the angle that the inner sections or sections form the elastic intermediate layers with the imaginary vertical line is relatively large at high stress, for example in track arches, to a nodding of the bearing plates, sleepers or the like.
  • the invention has for its object to provide a device for storing rails for rail vehicles, which does not have the aforementioned disadvantage.
  • each outer section or the outer portion of each elastic intermediate layer forms with the imaginary vertical line is greater than the angle that the inner section or forms the inner section with the imaginary vertical line
  • the angle which each outer section or each outer section of the elastic intermediate layer forms with the imaginary vertical line expediently between 15 ° and 80 ° and the angle that each inner section or each inner section of the elastic intermediate layers forms with the imaginary vertical line, is between 0 ° and 45 °.
  • the elastic intermediate layers extend over the entire circumference of the bearing plates, sleepers or the like, and the two angles are aligned in the sections of the elastic intermediate layers running transverse to the rails.
  • the device shown in FIGS. 1 and 2 for storing rails for rail vehicles consists of bearing frame 1, bearing plates 2 and elastic intermediate layers, which in the present case are formed by outer sections 31 and inner sections 32 which run in the direction of the rails 4.
  • the rails 4 are fastened to the bearing plates 2 in the usual way.
  • the bearing plates 2 are supported via the sections 31 and 32 of the elastic intermediate layers against the bearing frame 1.
  • the bearing frame 1 can have a base plate 5 or be open.
  • the sections 31 and 32 of the elastic intermediate layers can be designed as rubber-metal bearings.
  • the outer sections 31 of the elastic intermediate layers form an imaginary vertical line 6 Angle a, while the inner sections 32 of the elastic intermediate layers form an angle b with an imaginary vertical line 7, the angle a being greater than the angle b.
  • the elastic intermediate layer is formed by sections 31 and 32 running in the direction of the rail (not shown) and by sections 33 running transversely to the rail.
  • the elastic intermediate layer consists of sections 31 and 32 which extend in the direction of the rail 4 and which are arched.
  • a device in which the elastic intermediate layer extends over the entire circumference of the bearing plate 2, wherein in the transverse to the - rail 34 sections 34 of the elastic intermediate layer there is an adjustment of the angle that the in the direction form the rail extending sections 35 and 36 with an imaginary vertical line.
  • the device for storing rails for rail vehicles shown in FIG. 6 consists of bearing frame 1, sleepers 8 and elastic intermediate layers, each of which has sections 31 and 32 running in the direction of the rails (not shown).
  • the sections 31 form an angle a with an imaginary vertical line 6, while the sections 32 form an angle b with an imaginary vertical line 7.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Railway Tracks (AREA)

Abstract

The rails (4) are fastened on sole-plates (2), sleepers or the like, which are supported via elastic intermediate layers against mounting frame (1) and in which at least the sections or parts (31, 32) of the elastic intermediate layers running in the direction of the rails (4) are arranged obliquely, so that they form with an imaginary perpendicular line (6, 7) an angle (b), and the angle (a), which is formed by the outer section or the outer part (31) of each elastic intermediate layer with the imaginary perpendicular line (6), is greater than the angle (b) which the inner section or the inner part (32) forms with the imaginary perpendicular line (7). <IMAGE>

Description

Die Erfindung betrifft eine Einrichtung zum Lagern von Schienen für Schienenfahrzeuge, bei der die Schienen auf Lagerplatten, Schwellen o. dgl. befestigt sind, die sich über elastische Zwischenlagen gegen Lagerrahmen abstützen, wobei mindestens die in Richtung der Schienen verlaufenden Abschnitte bzw. Teilstücke der elastischen Zwischenlagen schräg angeordnet sind, so daß sie mit einer gedachten senkrechten Linie einen Winkel bilden.The invention relates to a device for storing rails for rail vehicles, in which the rails are attached to bearing plates, sleepers or the like, which are supported by elastic intermediate layers against bearing frames, at least the sections or sections of the elastic extending in the direction of the rails Intermediate layers are arranged obliquely so that they form an angle with an imaginary vertical line.

Bei den bekannten Einrichtungen der vorgenannten Art bilden alle Abschnitte bzw. Teilstücke der elastischen Zwischenlagen mit der gedachten senkrechten Linie einen gleich großen Winkel. Da bei den in Richtung der Schienen verlaufenden äußeren Abschnitten bzw. Teilstücken der elastischen Zwischenlagen der Winkel mit der gedachten senkrechten Linie im Hinblick auf die zu erwartende Belastung möglichst optimal sein soll, kommt es dadurch, daß der Winkel, den die inneren Abschnitte bzw. Teilstücke der elastischen Zwischenlagen mit der gedachten senkrechten Linie bilden, verhältnismäßig groß ist, bei hoher Beanspruchung, beispielsweise in Gleisbögen, zu einem Nicken der Lagerplatten, Schwellen o. dgl..In the known devices of the aforementioned type, all sections or sections of the elastic intermediate layers form an equally large angle with the imaginary vertical line. Since the angle with the imaginary vertical line should be as optimal as possible with regard to the expected load in the outer sections or sections of the elastic intermediate layers running in the direction of the rails, it is because the angle that the inner sections or sections form the elastic intermediate layers with the imaginary vertical line is relatively large at high stress, for example in track arches, to a nodding of the bearing plates, sleepers or the like.

Der Erfindung liegt die Aufgabe zugrunde, eine Einrichtung zum Lagern von Schienen für Schienenfahrzeuge zu schaffen, die den vorgenannten Nachteil nicht aufweist.The invention has for its object to provide a device for storing rails for rail vehicles, which does not have the aforementioned disadvantage.

Die Lösung der gestellten Aufgabe besteht bei einer Einrichtung der eingangs genannten Art darin, daß der Winkel, den der äußere Abschnitt bzw. das äußere Teilstück jeder elastischen Zwischenlage mit der gedachten senkrechten Linie bildet, größer ist als der Winkel, den der innere Abschnitt bzw. das innere Teilstück mit der gedachten senkrechten Linie bildet, wobei zweckmäßigerweise der Winkel, den jeder äußere Abschnitt bzw. jedes äußere Teilstück der elastischen Zwischenlage mit der gedachten senkrechten Linie bildet, zwischen 15° und 80° und der Winkel, den jeder innere Abschnitt bzw. jedes innere Teilstück der elastischen Zwischenlagen mit der gedachten senkrechten Linie bildet, zwischen 0° und 45° beträgt.The solution to the problem in a device of the type mentioned is that the angle that the outer section or the outer portion of each elastic intermediate layer forms with the imaginary vertical line is greater than the angle that the inner section or forms the inner section with the imaginary vertical line, the angle which each outer section or each outer section of the elastic intermediate layer forms with the imaginary vertical line expediently between 15 ° and 80 ° and the angle that each inner section or each inner section of the elastic intermediate layers forms with the imaginary vertical line, is between 0 ° and 45 °.

Bei einer bevorzugten Ausführungsform der Erfindung erstrecken sich die elastischen Zwischenlagen über den gesamten Umfang der Lagerplatten, Schwellen o. dgl. und erfolgt in den quer zu den Schienen verlaufenden Abschnitten der elastischen Zwischenlagen eine Angleichung der beiden Winkel.In a preferred embodiment of the invention, the elastic intermediate layers extend over the entire circumference of the bearing plates, sleepers or the like, and the two angles are aligned in the sections of the elastic intermediate layers running transverse to the rails.

In der Zeichnung sind mehrere Ausführungsbeispiele dargestellt. Es zeigen:

  • Fig. 1 eine Einrichtung zum Lagern von Schienen für Schienenfahrzeuge im Querschnitt,
  • Fig. 2 eine Draufsicht auf einen Abschnitt der linken Hälfte der Einrichtung gemäß Fig. 1,
  • Fig. 3 eine Draufsicht auf einen Abschnitt der rechten Hälfte einer anderen Einrichtung zum Lagern von Schienen für Schienenfahrzeuge, wobei die Schiene weggelassen ist,
  • Fig. 4 eine Draufsicht auf einen Abschnitt der linken Hälfte einer weiteren Einrichtung zum Lagern von Schienen für Schienenfahrzeuge,
  • Fig. 5 eine Draufsicht auf einen Abschnitt der rechten Hälfte einer Einrichtung, wobei wieder die Schiene weggelassen ist,
  • Fig. 6 eine andere Einrichtung zum Lagern von Schienen für Schienenfahrzeuge im Querschnitt.
Several exemplary embodiments are shown in the drawing. Show it:
  • 1 is a device for storing rails for rail vehicles in cross section,
  • 2 is a plan view of a portion of the left half of the device of FIG. 1,
  • 3 is a plan view of a portion of the right half of another device for storing rails for rail vehicles, the rail being omitted,
  • 4 shows a plan view of a section of the left half of a further device for storing rails for rail vehicles,
  • 5 is a plan view of a portion of the right half of a device, the rail again being omitted,
  • Fig. 6 shows another device for storing rails for rail vehicles in cross section.

Die in den Fig. 1 und 2 dargestellte Einrichtung zum Lagern von Schienen für Schienenfahrzeuge besteht aus Lagerrahmen 1, Lagerplatten 2 und elastischen Zwischenlagen, die im vorliegenden Fall durch äußere Teilstücke 31 und innere Teilstücke 32 gebildet sind, die in Richtung der Schienen 4 verlaufen. Die Schienen 4 sind auf den Lagerplatten 2 in üblicher Weise befestigt. Die Lagerplatten 2 stützen sich über die Teilstücke 31 und 32 der elastischen Zwischenlagen gegen die Lagerrahmen 1 ab. Die Lagerrahmen 1 können eine Bodenplatte 5 aufweisen oder offen sein. Die Teilstücke 31 und 32 der elastischen Zwischenlagen können als Gummi-Metall-Lager ausgebildet sein. Die äußeren Abschnitte 31 der elastischen Zwischenlagen bilden mit einer gedachten senkrechten Linie 6 einen Winkel a, während die inneren Abschnitte 32 der elastischen Zwischenlagen mit einer gedachten senkrechten Linie 7 einen Winkel b bilden, wobei der Winkel a größer ist als der Winkel b.The device shown in FIGS. 1 and 2 for storing rails for rail vehicles consists of bearing frame 1, bearing plates 2 and elastic intermediate layers, which in the present case are formed by outer sections 31 and inner sections 32 which run in the direction of the rails 4. The rails 4 are fastened to the bearing plates 2 in the usual way. The bearing plates 2 are supported via the sections 31 and 32 of the elastic intermediate layers against the bearing frame 1. The bearing frame 1 can have a base plate 5 or be open. The sections 31 and 32 of the elastic intermediate layers can be designed as rubber-metal bearings. The outer sections 31 of the elastic intermediate layers form an imaginary vertical line 6 Angle a, while the inner sections 32 of the elastic intermediate layers form an angle b with an imaginary vertical line 7, the angle a being greater than the angle b.

Bei der in Fig. 3 dargestellten Einrichtung ist die elastische Zwischenlage durch in Richtung der - nicht dargestellten - Schiene verlaufende Teilstücke 31 und 32 sowie durch quer zur Schiene verlaufende Teilstücke 33 gebildet.In the device shown in FIG. 3, the elastic intermediate layer is formed by sections 31 and 32 running in the direction of the rail (not shown) and by sections 33 running transversely to the rail.

Bei der Einrichtung gemäß Fig. 4 besteht die elastische Zwischenlage aus in Richtung der Schiene 4 verlaufende Teilstücke 31 und 32, die gewölbt ausgebildet sind.4, the elastic intermediate layer consists of sections 31 and 32 which extend in the direction of the rail 4 and which are arched.

In Fig. 5 ist eine Einrichtung dargestellt, bei der sich die elastische Zwischenlage über den gesamten Umfang der lagerplatte 2 erstreckt, wobei in den quer zur - nicht dargestellten - Schiene verlaufenden Abschnitten 34 der elastischen Zwischenlage eine Angleichung der Winkel erfolgt, den die in Richtung der Schiene verlaufenden Abschnitte 35 und 36 mit einer gedachten senkrechten Linie bilden.In Fig. 5, a device is shown in which the elastic intermediate layer extends over the entire circumference of the bearing plate 2, wherein in the transverse to the - rail 34 sections 34 of the elastic intermediate layer there is an adjustment of the angle that the in the direction form the rail extending sections 35 and 36 with an imaginary vertical line.

Die in Fig. 6 dargestellte Einrichtung zum Lagern von Schienen für Schienenfahrzeuge besteht aus Lagerrahmen 1, Schwellen 8 und elastischen Zwischenlagen, die jeweils in Richtung der - nicht dargestellten - Schienen verlaufende Teilstücke 31 und 32 aufweisen. Die Teilstücke 31 bilden mit einer gedachten senkrechten Linie 6 einen Winkel a, während die Teilstücke 32 mit einer gedachten senkrechten Linie 7 einen Winkel b bilden.The device for storing rails for rail vehicles shown in FIG. 6 consists of bearing frame 1, sleepers 8 and elastic intermediate layers, each of which has sections 31 and 32 running in the direction of the rails (not shown). The sections 31 form an angle a with an imaginary vertical line 6, while the sections 32 form an angle b with an imaginary vertical line 7.

Claims (4)

1. Einrichtung zum Lagern von Schienen für Schienenfahrzeuge,bei der die Schienen auf Lagerplatten, Schwellen o. dgl. befestigt sind, die sich über elastische Zwischenlagen gegen Lagerrahmen abstützen, wobei mindestens die in Richtung der Schienen verlaufenden Abschnitte bzw. Teilstücke der elastischen Zwischenlagen schräg angeordnet sind, so daß sie mit einer gedachten senkrechten Linie einen Winkel bilden, dadurch gekennzeichnet, daß der Winkel (a), den der äußere Abschnitt (35) bzw. das äußere Teilstück (31) jeder elastischen Zwischenlage mit der gedachten senkrechten Linie (6) bildet, größer ist als der Winkel (b), den der innere Abschnitt (36) bzw. das innere Teilstück (32) mit der gedachten senkrechten Linie (7) bildet.1. Device for storing rails for rail vehicles, in which the rails are attached to bearing plates, sleepers or the like, which are supported by elastic intermediate layers against bearing frames, at least the sections or sections of the elastic intermediate layers running in the direction of the rails being inclined are arranged so that they form an angle with an imaginary vertical line, characterized in that the angle (a) which the outer section (35) or the outer section (31) of each elastic intermediate layer with the imaginary vertical line (6 ) is greater than the angle (b) that the inner section (36) or the inner section (32) forms with the imaginary vertical line (7). 2. Einrichtung nach Anspruch 1, dadurch gekennzeichnet, daß der Winkel (a), den jeder äußere Abschnitt (35) bzw. jedes äußere Teilstück (31) der elastischen Zwischenlage mit der gedachten senkrechten Linie (6) bildet, zwischen 15° und 80° beträgt.2. Device according to claim 1, characterized in that the angle (a) which each outer section (35) or each outer section (31) of the elastic intermediate layer with the imaginary vertical line (6) forms between 15 ° and 80 ° is. 3. Einrichtung nach Anspruch 1 oder 2, dadurch gekennzeichnet, daß der Winkel (b), den jeder innere Abschnitt (36) bzw. jedes innere Teilstück (32) der elastischen Zwischenlage mit der gedachten senkrechten Linie (7) bildet, zwischen 0° und 45° beträgt.3. Device according to claim 1 or 2, characterized in that the angle (b), which each inner portion (36) or each inner portion (32) of the elastic intermediate layer with the imaginary vertical line (7) forms, between 0 ° and is 45 °. 4. Einrichtung nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, daß sich die elastischen Zwischenlagen über den gesamten Umfang der Lagerplatten, Schwellen o. dgl. erstrecken und daß in den quer zu den Schienen verlaufenden Abschnitten (34) der elastischen Zwischenlagen eine Angleichung der beiden Winkel (a, b) erfolgt.4. Device according to one of claims 1 to 3, characterized in that the elastic intermediate layers extend over the entire circumference of the bearing plates, sleepers or the like. And that in the transverse to the rails sections (34) of the elastic intermediate layers an adjustment the two angles (a, b).
EP81105868A 1980-08-16 1981-07-24 Rail supporting device for railway carriages Ceased EP0046212A1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19803030936 DE3030936A1 (en) 1980-08-16 1980-08-16 DEVICE FOR STORING RAILS FOR RAIL VEHICLES
DE3030936 1980-08-16

Publications (1)

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EP0046212A1 true EP0046212A1 (en) 1982-02-24

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EP81105868A Ceased EP0046212A1 (en) 1980-08-16 1981-07-24 Rail supporting device for railway carriages

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EP (1) EP0046212A1 (en)
JP (1) JPS6046201B2 (en)
DE (1) DE3030936A1 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2545116A1 (en) * 1983-04-29 1984-11-02 Getzner Chemie Gmbh & Co ELEMENT SHOCK ABSORBER FOR RAILWAY
FR2737511A1 (en) * 1995-08-02 1997-02-07 Regie Autonome Transports Installation of rail on concrete foundation - comprises two vibration damping stages, first placing resilient bed plate under rail foot, secondly placing single saddle supporting rail and resilient truncated blocks either side rail axis
EP2014831A1 (en) * 2007-07-12 2009-01-14 Feronia S.A. Prefabricated module for a railway and method for manufacturing this module

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4220799A1 (en) * 1992-02-28 1993-09-02 Hilti Ag DEVICE FOR STORING RAILS
US5585968A (en) * 1993-12-01 1996-12-17 International Business Machines Corporation Optical elements having regions of different indices of refraction and method of fabricating the same
DE10122208C1 (en) * 2001-05-08 2002-07-11 Eurotrac Gmbh Verkehrstechnik Track system for a workshop used for maintaining and repairing rail vehicles is provided with a number of rail-supporting track modules and lifting modules
CN108978362A (en) * 2017-05-31 2018-12-11 洛阳科博思新材料科技有限公司 A kind of steel rail vibration reduction fastener

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR441907A (en) * 1911-03-30 1912-08-20 Otto Krause Device for fixing the rails on smooth plates not having any part forming a hook
FR1387179A (en) * 1963-12-12 1965-01-29 Ferroviaires Soc Railway track without ballast and device for its installation
DE2347636A1 (en) * 1973-09-21 1975-04-24 Thiele Heinrich Road tarmac, or permanent way construction - has ribs in longitudinal direction with reinforcement forming trapeze and shock absorbing layer
DE2707615A1 (en) * 1976-02-25 1977-09-01 Jacobus Albertus Eisses METHOD FOR PRODUCING A RAIL FASTENING, RAIL FASTENING PRODUCED BY THIS METHOD AND A BLOCK SUITABLE FOR USE IN SUCH RAIL FASTENING

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CA1107066A (en) * 1977-08-16 1981-08-18 David R. Boeddeker Portable shell usable as an acoustical or visual enclosure with storable support means
US4275832A (en) * 1977-11-18 1981-06-30 Dunlop Limited Resilient support means
DE2832989A1 (en) * 1978-07-27 1980-02-07 Clouth Gummiwerke Ag Railway line sound absorbent mounting on concrete slab - uses laminated steel and rubber bearing pads inclined to vertical

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR441907A (en) * 1911-03-30 1912-08-20 Otto Krause Device for fixing the rails on smooth plates not having any part forming a hook
FR1387179A (en) * 1963-12-12 1965-01-29 Ferroviaires Soc Railway track without ballast and device for its installation
DE2347636A1 (en) * 1973-09-21 1975-04-24 Thiele Heinrich Road tarmac, or permanent way construction - has ribs in longitudinal direction with reinforcement forming trapeze and shock absorbing layer
DE2707615A1 (en) * 1976-02-25 1977-09-01 Jacobus Albertus Eisses METHOD FOR PRODUCING A RAIL FASTENING, RAIL FASTENING PRODUCED BY THIS METHOD AND A BLOCK SUITABLE FOR USE IN SUCH RAIL FASTENING

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2545116A1 (en) * 1983-04-29 1984-11-02 Getzner Chemie Gmbh & Co ELEMENT SHOCK ABSORBER FOR RAILWAY
GB2141767A (en) * 1983-04-29 1985-01-03 Getzner Chemie Gmbh & Co Sound-reducing track structure
FR2737511A1 (en) * 1995-08-02 1997-02-07 Regie Autonome Transports Installation of rail on concrete foundation - comprises two vibration damping stages, first placing resilient bed plate under rail foot, secondly placing single saddle supporting rail and resilient truncated blocks either side rail axis
EP2014831A1 (en) * 2007-07-12 2009-01-14 Feronia S.A. Prefabricated module for a railway and method for manufacturing this module

Also Published As

Publication number Publication date
JPS5740001A (en) 1982-03-05
JPS6046201B2 (en) 1985-10-15
DE3030936A1 (en) 1982-04-01

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