EP1186710A2 - Schienenstegbedämpfung - Google Patents
Schienenstegbedämpfung Download PDFInfo
- Publication number
- EP1186710A2 EP1186710A2 EP01121867A EP01121867A EP1186710A2 EP 1186710 A2 EP1186710 A2 EP 1186710A2 EP 01121867 A EP01121867 A EP 01121867A EP 01121867 A EP01121867 A EP 01121867A EP 1186710 A2 EP1186710 A2 EP 1186710A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- rail
- damping element
- elastomer layer
- web
- holding jaw
- 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
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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
- E01B19/00—Protection of permanent way against development of dust or against the effect of wind, sun, frost, or corrosion; Means to reduce development of noise
- E01B19/003—Means for reducing the development or propagation of noise
Definitions
- the invention relates to a damped rail with a damping element from an elongated molded part, which on the rail facing side by means of an elastomer layer, the one has less mass than the damping element, on the side Rail web is attached, and that at least essentially extends over the entire height of the rail web.
- One of these measures is a so-called rail bridge damping element to be attached to the rail to be damped. So it is known, for example, one or more prefabricated fittings made of structure-borne sound-absorbing plastic material by means of a Attach the adhesive connection to the rail. In this regard, for example refer to DE 37 11 190 A1 and DE 40 04 208 A1.
- the molded parts used consist of an elastomer, for example polyurethane or polyurethane-bonded rubber parts.
- a damping element for the lateral area is a Known rail, which from a corresponding to the rail cross-sectional profile deformed composite profile.
- the composite profile is thereby from an outer support body, in particular from sheet metal, and an elastomer layer vulcanized thereon, facing the rail body built up.
- a representative of such a damping element is described for example in EP 0 703 318 A1, at which the elastomer layer has a relatively high Shore hardness. It is also located between the elastomer layer and the Rail another layer of elastomer, namely a soft with a lower Shore hardness, which vulcanizes to the hard elastomer layer is.
- damping element from an outer support body and an elastomer layer vulcanized thereon is from DE 197 06 707 A1 known.
- the damping element described there provides a composite profile from the outer support body and the mentioned elastomer layer This composite profile is under the rail head and on glued flat to the rail foot, but in the area of the rail web not connected to this.
- the object of the present invention is therefore to provide a better soundproofing Rail and an improved process for its manufacture provide.
- the damping element is thus in the rail according to the invention not only on the side facing the rail but also on the side facing away from the rail Side and at the edge at least 90% of the Covered and connected to the elastomer layer. So at least 90% of that through the edges and through the side facing away from the rail formed area covered by the elastomer layer. In other words, a maximum of 10% of this area is available.
- This exposed area is which will be discussed in more detail below, primarily due to manufacturing, since the elongated molded part has to be held somehow, before it is embedded or covered in the elastomer layer and is connected.
- the damping element is preferably at least essentially completely embedded in the elastomer layer or completely surrounded by it.
- the elastomer layer can be any common one for these purposes act used elastomer layer. It is preferably however, a polyurethane layer and in particular a Polyurethane foam, which can be open-celled or closed-celled.
- the damping element used according to the invention has a greater mass than the elastomer layer in which it is embedded. So the damping element can be, for example, a Trade plastic molding or board. They are all materials can be used that have a larger mass than that used Have an elastomer layer. In other words, the bulk of the Elastomer layer is less than the mass of the damping element. Thus, the damping element can also be made of an elastomer exist if the latter elastomer has a greater mass than that elastomer layer applied on the outside.
- the damping element is preferably a elongated metallic molded part, which is expediently magnetic is, which will also be discussed in more detail below.
- the damping element preferably has at least one through hole, preferably from the elastomer layer (more precisely: the elastomer material forming the elastomer layer) is filled out.
- the threshold distance is usually at least in the 60 cm is at least one Hole exists between two sleepers, assuming is that the damping element is approximately one the threshold distance has the appropriate length and is laid between two anchor points is what will be discussed in more detail below. However it is also possible to use damping elements that are extend over two, three or more thresholds and thus over several Anchor points run away.
- the damping element furthermore preferably represents a perforated plate, which further improves the insulation properties.
- the Hole or holes are preferably also from that Filled in material from which the elastomer layer is built.
- the Damping element extends in the transverse direction (i.e. in vertical direction, based on the installed condition) at least essentially over such an area, which the Corresponds to the height of the rail web.
- the damping element can but also have other areas parallel to Bottom of the rail head and / or parallel to the top of the Rail foot run.
- the damping element can be a Extent and form possess that of the extent and form of the damping element corresponds to DE 197 06 707.
- damping elements that on the edges their ends have recesses in order also in the area of the composite anchors to be able to be attached to the rails, because that's where they are Space is extremely cramped.
- the used according to the invention brought damping elements preferably have no such Cutouts. Rather, it is preferred if the space in the area the composite anchor is not sufficient not to attach a damping element there.
- the damping elements can thus in the area of the composite anchor have a certain distance from each other. In the area only one damping element, several mutually spaced damping elements or several damping elements abutting each other on the end faces to be appropriate. These damping elements are particularly on their exposed end faces and thus also on their side edges surrounded by the elastomer layer and embedded therein. Even longer, extending over one or more anchor points Damping elements can be used (see above) if the space allows it.
- the thickness of the damping element is at least in the case of conventional rails about 3 mm and can also be chosen larger, for example 8 to 15 mm. The more mass there is, the better it is Damping behavior.
- the elastomer layer is preferably produced by injection molding and connected in this way to the damping element. So it is possible, the combination of damping element and applied Manufacture elastomer layer separately and on the side of the rail web to attach, for example by gluing. In this case the rail-facing side of the elastomer layer of the finished Damping element or the finished combination Damping element and elastomer layer, however, have a shape which is congruent to the outer shape of the rail web.
- the elastomer layer is preferably produced when the damping element is laterally spaced at the desired position to the rail web, in which the damping element none Has contact with the rail.
- the rail as such manufactured in a manner known per se.
- the damping element or the molded part laterally on the rail web of this rail held stationary parallel to the rail web at a distance from it.
- it is used to form the elastomer layer Material in the space between the rail web and the injected side of the damping element facing the rail. Furthermore, this material is also on the side edges as well as outside the side of the damping element facing away from the rail is applied.
- the insertion or bonding should be done in such a way that at least 70% of the area and preferably approximately the entire Surface of the side of the damping element facing the rail the rail is connected.
- the damping element is used to introduce the elastomer mass (more precisely the molded part) by means of a holding jaw in the desired one Position held.
- the holding jaw is designed such that it can be brought to the rail in sealing system and together with the rail an at least essentially closed space defined in which the damping element to both the rail and is held at a distance from the holding jaw.
- the holding jaw thus forms together with the rail body the cavity in which the Damping element is located, and seals this cavity on the side margin, top margin and bottom margin opposite the Surroundings.
- the material used to form the elastomer layer on the one hand in the space between the Schiensteg and the injected side facing the damping element and also on the side facing away from the rail in the space between the holding jaw and the damping element introduced.
- This can be done, for example, by using the material as described injected, this being done under pressure as well as without pressure can.
- This material then runs on the side margin, top margin and underside around the damping element and also fills the Clearance between the holding jaw and the damping element out. If the damping element has holes, the material can of course also through these holes on the side facing away from the rail Side. In this way, a kind of composite material is between Damping element or the particularly metallic molded part, the elastomer layer and the rail body.
- the described attachment of the damping element to the rail with the formation of the composite material described can be made be before the rail to the desired location for training of a track is laid. However, the track is preferred first relocated. Only then are the damping elements applied to the rail on site and connected to it.
- the necessary Mechanics are designed in such a way that the holding jaws are roughly like that Buckets of a backhoe are pivotable.
- the closed jaws are in contact with the Rail and thus extend parallel to the rail.
- the holding jaws are spaced from the rail.
- the damping element in the holding jaw or on the Holding jaw is preferably at least one electromagnet for Inserted provided the molded part of the damping element is metallic.
- the metallic molding or Damping element consist of a magnetizable metal. Therefore a steel sheet is expediently used as a molded part.
- the rail 1 according to the invention shown in cross section in FIG. 1 has a usual rail body made of a rail base 2, one Rail web 3 and a head 4. Laterally and parallel to Rail web 3 extends spaced therefrom Damping element 5 made of an iron or steel part.
- Damping element 5 made of an iron or steel part.
- Gap 19 between the side facing the rail Damping element 5 and the rail web 3 is an elastomer layer 6. In other words, the space 19 described is filled with this elastomer layer.
- this elastomer layer does not surround the damping element 5 only on the side facing the rail but also on the side side facing away from the rail and on the upper edge side, lower edge side and also on the side edge, so that the damping element 5 completely from the elastomer layer 6 envelops, embedded therein and connected is.
- the damping element 5 has a plurality of through holes 7 which also from the elastomer layer (more precisely: from which the elastomer layer forming elastomer) are filled.
- the damping element 5 thus has no direct contact with the Body of the rail 1 and in particular not with the rail web 3 on.
- the damping element 5 represents a kind of an elongated Boards that are slightly curved in the transverse direction, so that its rail facing side 8 approximately parallel to the surface 9 of the Rail web 3 runs.
- the damping element 5 extends thereby from the lower end of the rail web 3 to its upper End and is neither at its bottom edge 10 nor at its top Edge 11 bent so that it is the contour of the head 4 or Foot 2 would follow.
- it is also possible Embodiments use which the contour of the head and / or follow the foot.
- the elastomer layer 6 has an indentation in the area of the head 4 12 so that a part 13 of the lower surface of the rail head 4 is free. This can be done with a pliers tool from above under the Rail head 4 can be gripped without the elastomer layer 6 to damage.
- the damping elements 5 spaced apart from one another on the base body of the rail 1 appropriate.
- the space 20 between two Damping elements 5 can be, for example, a composite anchor (not shown) or a similar fastener.
- the elastomer layer 6 consists of a plastic foam and in particular made of a polyurethane foam.
- Rail 1 is shown sketchily in FIG. 3. This will be first the one consisting of rail foot 2, rail web 3 and head 4 Body of the rail 1 manufactured in the usual way and if necessary laid, for example on a concrete base. Then it will Damping element 5 inserted into a holding jaw 14.
- This holding jaw 14 has a bottom region 15, which is in its shape and in its dimensions corresponds approximately to the damping element 5, but at all Pages protrude slightly beyond.
- the holding jaw 14 has sealing elements 16 on all of its edges; in 2 are only the sealing element 16 'for the upper edge and the sealing element 16 "for the lower edge of the holding jaw 14 shown.
- the sealing elements on the vertical side edges are Not shown.
- This is a closed Cavity 17 is formed in which the damping element 5 virtually floating and kept at a distance from all surrounding parts becomes.
- the holding jaw is 14 equipped with an electromagnet 18, which is cylindrical or rod-shaped from the bottom region 15 in the direction of the Damping element 5 extends and on which the damping element 5 rests.
- an electromagnet 18 which is cylindrical or rod-shaped from the bottom region 15 in the direction of the Damping element 5 extends and on which the damping element 5 rests.
- electromagnets can be used be provided.
- the damping element is used to produce the rail 1 according to the invention 5 inserted into the holding jaw 14 and by the electromagnet 18 held there. Then the holding jaw 14 together with brought the damping element 5 laterally into contact with the rail. This is preferably done on both sides. This situation is on the right 3 shown. Then through the bottom region 15 Holding jaw 14 through the reaction mixture to produce the Elastomer layer injected into the cavity 17. This injection preferably takes place through a hole in the damping element 5 into the space between this damping element 5 and the rail web 3.
- the injected material then penetrates or crawls laterally over the edges as well as through the holes 7 through to the other side of the damping element and surrounds this side margin, bottom margin, top margin and also in the Area between the side of the Damping element 5 and the bottom region 15 of the holding jaw 14.
- the electromagnet 18 is preferably shaped such that the Material for forming the elastomer layer also between the Contact surface between the electromagnet 18 and the Damping element 5 can reach.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Railway Tracks (AREA)
- Laminated Bodies (AREA)
- Gyroscopes (AREA)
- Control Of Motors That Do Not Use Commutators (AREA)
- Inorganic Insulating Materials (AREA)
Abstract
Description
- Fig. 1
- einen Querschnitt durch eine erfindungsgemäße Schiene mit einem daran befestigten Dämpfungselement,
- Fig. 2
- eine Seitenansicht dieser Schiene, und
- Fig. 3
- eine schematische Darstellung der Arbeitsabläufe zur Anbringung eines Dämpfungselementes an eine Schiene.
Claims (12)
- Bedämpfte Schiene mit einem Dämpfungselement (5) aus einem länglichen Formteil, das auf der schienenzugewandten Seite mittels einer Elastomerschicht (6), die eine geringere Masse als das Dämpfungselement (5) besitzt, seitlich am Schienensteg (3) befestigt ist, und das sich mindestens im wesentlichen über die gesamte Höhe des Schienensteges (3) erstreckt,
dadurch gekennzeichnet, dass das Dämpfungselement (5) randseitig und auf der schienenabgewandten Seite zu mindestens 90 % ebenfalls von der Elastomerschicht (6) bedeckt und damit verbunden ist. - Schiene nach Anspruch 1,
dadurch gekennzeichnet, dass das Dämpfungselement (5) metallisch ist und/oder zumindest im wesentlichen vollständig in die Elastomerschicht (6) eingebettet ist. - Schiene nach Anspruch 1 oder 2,
dadurch gekennzeichnet, dass das Dämpfungselement (5) mindestens ein durchgehendes Loch (4) aufweist, das insbesondere von der Elastomerschicht (6) ausgefüllt ist und im Bereich des Schienensteges (3) angeordnet ist. - Schiene nach Anspruch 3,
dadurch gekennzeichnet, dass das Dämpfungselement (5) mindestens ein durchgehendes Loch (4) pro 60 cm Länge aufweist. - Schiene nach Anspruch 4,
dadurch gekennzeichnet, dass das Dämpfungselement (5) ein Lochblech darstellt. - Schiene nach einem der vorhergehenden Ansprüche,
dadurch gekennzeichnet, dass es sich bei der Elastomerschicht (6) um eine Polyurethanschicht handelt, die insbesondere einen Polyurethanschaum darstellt. - Schiene nach einem der vorhergehenden Ansprüche,
dadurch gekennzeichnet, dass die Elastomerschicht (6) durch Spritzformen herstellbar ist. - Verfahren zur Herstellung einer Schiene nach einem der vorhergehenden Ansprüche,
dadurch gekennzeichnet, dass das Dämpfungselement (5) seitlich in der gewünschten Position, in der das Dämpfungselement (5) keinen Kontakt zur Schiene besitzt, an den Schienensteg (3) einer zuvor auf per se bekannte Weise hergestellten Schiene gehalten wird und dann das zur Ausbildung der Elastomerschicht (6) dienende Material in den Zwischenraum zwischen den Schienensteg (3) und der schienenzugewandten Seite des Dämpfungselementes (5) eingespritzt wird und auch an den Rändern sowie außen auf die schienenabgewandte Seite des Dämpfungselementes (5) aufgebracht wird. - Verfahren nach Anspruch 8,
dadurch gekennzeichnet,dass das Dämpfungselement (5) mittels einer Haltebacke (14) in der gewünschten Position gehalten wird unddie Haltebacke (14) derart ausgestaltet ist, dass sie an die Schiene in abdichtende Anlage bringbar ist und dabei zusammen mit der Schiene einen zumindest im wesentlichen geschlossenen Hohlraum (17) definiert, in dem das Dämpfungselement (5) sowohl zur Schiene als auch zur Haltebacke (14) beabstandet gehalten wird, unddass dann das zur Ausbildung der Elastomerschicht (6) dienende Material einerseits in den Zwischenraum (19) zwischen dem Schienensteg (3) und der schienenzugewandten Seite des Dämpfungselementes (5) eingespritzt wird und andererseits auch oberrandseitig, unterrandseitig, seitenrandseitig und auf der schienenabgewandten Seite in den Zwischenraum zwischen der Haltebacke und dem Dämpfungselement (5) eingebracht wird. - Verfahren nach Anspruch 9,
dadurch gekennzeichnet, dass die Haltebacke (14) mindestens einen Elektromagneten (18) zur Halterung des Dämpfungselementes (5) besitzt und/oder an einer Vorrichtung derart schwenkbar gehaltert ist, dass sie von einer von der Schiene weggeschwenkten Lage in eine Lage geschwenkt werden kann, in der sie an der Schiene anliegt. - Verfahren nach einem der Ansprüche 10,
dadurch gekennzeichnet, dass die Vorrichtung fahrbar auf dem Schienenkopf (4) der Schiene gelagert ist. - Verfahren nach einem der Ansprüche 8 bis 11,
dadurch gekennzeichnet, dass die Schiene vor dem Anbringen des Dämpfungselementes (5) vorbehandelt wird, indem eine der folgenden Maßnahmen durchgeführt wird oder zwei oder alle der folgenden Maßnahmen in der angegebenen Reihenfolge durchgeführt werden:die Schiene wird durch Wasserstrahlen und/oder Sandstrahlen gereinigt,auf die Schienenoberfläche wird ein Haftvermittler bzw. Primer aufgebracht,die Schiene und das aufzubringende Dämpfungselement (5) werden vor dem Aufbringen der Elastomerschicht (6) auf eine Temperatur von mindestens 22°C und insbesondere mindestens 25 °C erwärmt.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE10045001 | 2000-09-11 | ||
DE10045001A DE10045001A1 (de) | 2000-09-11 | 2000-09-11 | Schienenstegbedämpfung |
Publications (3)
Publication Number | Publication Date |
---|---|
EP1186710A2 true EP1186710A2 (de) | 2002-03-13 |
EP1186710A3 EP1186710A3 (de) | 2002-07-10 |
EP1186710B1 EP1186710B1 (de) | 2004-05-06 |
Family
ID=7655888
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP01121867A Expired - Lifetime EP1186710B1 (de) | 2000-09-11 | 2001-09-11 | Schienenstegbedämpfung |
Country Status (4)
Country | Link |
---|---|
EP (1) | EP1186710B1 (de) |
AT (1) | ATE266125T1 (de) |
DE (2) | DE10045001A1 (de) |
ES (1) | ES2223695T3 (de) |
Cited By (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
NL1021990C2 (nl) * | 2002-11-25 | 2004-05-26 | Edilon Bv | Railconstructie met bekledingsstructuur. |
WO2004079096A2 (en) * | 2003-03-05 | 2004-09-16 | Corus Uk Limited | Rail damper |
WO2004097115A1 (en) * | 2003-04-30 | 2004-11-11 | Corus Uk Limited | A damper for a rail |
WO2004111341A1 (en) * | 2003-06-13 | 2004-12-23 | Xuejun Yin | Rails |
EP1657362A1 (de) | 2003-07-11 | 2006-05-17 | Pandrol Limited | Abgestimmtes Dämpferelement für Eisenbahnschienen |
AT503041B1 (de) * | 2006-05-22 | 2007-07-15 | Plasser Bahnbaumasch Franz | Verfahren zum verschweissen von schienenenden sowie schweissmaschine |
NL1031217C2 (nl) * | 2006-02-22 | 2007-12-11 | Ginkel Groep B V Van | Inrichting en werkwijze voor het stralen van spoorrails. |
WO2008043249A1 (en) * | 2006-09-21 | 2008-04-17 | Xuejun Yin | A rail with vibration damper |
WO2009059512A1 (en) * | 2007-11-07 | 2009-05-14 | Wai Lun Ho | Tunable vibration absorbing device |
US7641129B2 (en) | 2003-03-05 | 2010-01-05 | Corus Uk Limited | Rail damper |
WO2010113807A1 (ja) * | 2009-04-03 | 2010-10-07 | 積水化学工業株式会社 | レールの防音装置 |
CN104005309A (zh) * | 2014-05-10 | 2014-08-27 | 青岛科而泰环境控制技术有限公司 | 剪切式轨道减振降噪装置 |
CN105908581A (zh) * | 2016-04-21 | 2016-08-31 | 同济大学 | 一种用于降低钢轨振动噪声的复合颗粒阻尼器 |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2138635A1 (de) | 2008-06-23 | 2009-12-30 | EZ Beteiligungsgesellschaft mbH | Schiene für ein spurgeführtes Fahrzeug und Gleis mit derartigen Schienen |
KR101452937B1 (ko) * | 2012-07-16 | 2014-10-23 | 한국철도기술연구원 | 철도 레일 |
DE102013018811A1 (de) * | 2013-11-11 | 2015-05-13 | OSC-RAILTEC GmbH | Mit einer Einrichtung für die Luftschalldämmung versehene Lagerung von Schienen für Schienenfahrzeuge |
CN110184861B (zh) * | 2019-05-29 | 2020-09-29 | 长安大学 | 一种复合耗能减振降噪装置 |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
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DE3711190A1 (de) | 1987-04-02 | 1988-10-27 | Lothar Eisner | Verfahren zum befestigen einer koerperschalldaemmung und eine koerperschalldaemmung an schienen fuer schienengebundene fahrzeuge |
DE4004208A1 (de) | 1990-02-12 | 1991-08-14 | Chem Fab Biebrich Vorm Seck & | Schalldaemmvorrichtung an strassenbahnschienen |
EP0628660A1 (de) | 1993-05-25 | 1994-12-14 | Edilon B.V. | Eisenbahnschiene |
EP0703318A1 (de) | 1994-07-27 | 1996-03-27 | WEGU Gummi- und Kunststoffwerke Walter Dräbing KG | Dämpfungselement für eine Schiene |
DE19706707A1 (de) | 1997-02-20 | 1998-09-03 | Contitech Transportbandsysteme | Schienensteg-Bedämpfungselement |
Family Cites Families (7)
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JPS52147811A (en) * | 1976-06-04 | 1977-12-08 | Japanese National Railways<Jnr> | Vibration damping method for existing rail |
DE3631492A1 (de) * | 1986-09-16 | 1988-03-17 | Schwartz Heinz | Koerperschall-minderung am schienenstrang eines eisenbahngleises |
DE3824577A1 (de) * | 1988-07-19 | 1990-01-25 | Olaf Unbehaun | Laermschutzvorrichtung fuer eisenbahngleise |
AT399522B (de) * | 1990-03-20 | 1995-05-26 | Gerald Clemens Messner Bautens | Schallgedämpfte schiene |
DE29707405U1 (de) * | 1997-04-24 | 1997-08-21 | WEGU Gummi- und Kunststoffwerke GmbH & Co. KG, 34123 Kassel | Schalldämmendes Stützpunktlager |
GB9719864D0 (en) * | 1997-09-19 | 1997-11-19 | Univ Southampton | Rail damper |
DE19816468A1 (de) * | 1998-04-14 | 1999-10-21 | Polyplan Gmbh Polyurethan Masc | Schalungssystem |
-
2000
- 2000-09-11 DE DE10045001A patent/DE10045001A1/de not_active Withdrawn
-
2001
- 2001-09-11 DE DE50102187T patent/DE50102187D1/de not_active Expired - Lifetime
- 2001-09-11 ES ES01121867T patent/ES2223695T3/es not_active Expired - Lifetime
- 2001-09-11 AT AT01121867T patent/ATE266125T1/de active
- 2001-09-11 EP EP01121867A patent/EP1186710B1/de not_active Expired - Lifetime
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
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DE3711190A1 (de) | 1987-04-02 | 1988-10-27 | Lothar Eisner | Verfahren zum befestigen einer koerperschalldaemmung und eine koerperschalldaemmung an schienen fuer schienengebundene fahrzeuge |
DE4004208A1 (de) | 1990-02-12 | 1991-08-14 | Chem Fab Biebrich Vorm Seck & | Schalldaemmvorrichtung an strassenbahnschienen |
EP0628660A1 (de) | 1993-05-25 | 1994-12-14 | Edilon B.V. | Eisenbahnschiene |
EP0703318A1 (de) | 1994-07-27 | 1996-03-27 | WEGU Gummi- und Kunststoffwerke Walter Dräbing KG | Dämpfungselement für eine Schiene |
DE19706707A1 (de) | 1997-02-20 | 1998-09-03 | Contitech Transportbandsysteme | Schienensteg-Bedämpfungselement |
Cited By (25)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2004048696A1 (en) * | 2002-11-25 | 2004-06-10 | Edilon B.V. | Rail construction having a coating structure |
NL1021990C2 (nl) * | 2002-11-25 | 2004-05-26 | Edilon Bv | Railconstructie met bekledingsstructuur. |
US7427035B2 (en) | 2003-03-05 | 2008-09-23 | Corus Uk Limited | Rail damper |
WO2004079096A2 (en) * | 2003-03-05 | 2004-09-16 | Corus Uk Limited | Rail damper |
WO2004079096A3 (en) * | 2003-03-05 | 2004-11-18 | Corus Uk Ltd | Rail damper |
US7641129B2 (en) | 2003-03-05 | 2010-01-05 | Corus Uk Limited | Rail damper |
WO2004097115A1 (en) * | 2003-04-30 | 2004-11-11 | Corus Uk Limited | A damper for a rail |
WO2004111341A1 (en) * | 2003-06-13 | 2004-12-23 | Xuejun Yin | Rails |
EP1657362A1 (de) | 2003-07-11 | 2006-05-17 | Pandrol Limited | Abgestimmtes Dämpferelement für Eisenbahnschienen |
NL1031217C2 (nl) * | 2006-02-22 | 2007-12-11 | Ginkel Groep B V Van | Inrichting en werkwijze voor het stralen van spoorrails. |
AT503041B1 (de) * | 2006-05-22 | 2007-07-15 | Plasser Bahnbaumasch Franz | Verfahren zum verschweissen von schienenenden sowie schweissmaschine |
WO2008043249A1 (en) * | 2006-09-21 | 2008-04-17 | Xuejun Yin | A rail with vibration damper |
CN101849068B (zh) * | 2007-11-07 | 2013-01-02 | 何伟麟 | 可调谐震动吸收装置 |
WO2009059512A1 (en) * | 2007-11-07 | 2009-05-14 | Wai Lun Ho | Tunable vibration absorbing device |
US20100258647A1 (en) * | 2007-11-07 | 2010-10-14 | Wai Lun Ho | Tunable Vibration Absorbing Device |
AU2008324609B2 (en) * | 2007-11-07 | 2015-04-23 | Wai Lun Ho | Tunable vibration absorbing device |
US8353464B2 (en) * | 2007-11-07 | 2013-01-15 | Wai Lun Ho | Tunable vibration absorbing device |
WO2010113807A1 (ja) * | 2009-04-03 | 2010-10-07 | 積水化学工業株式会社 | レールの防音装置 |
CN102187035B (zh) * | 2009-04-03 | 2012-12-26 | 积水化学工业株式会社 | 铁轨隔音装置 |
CN102187035A (zh) * | 2009-04-03 | 2011-09-14 | 积水化学工业株式会社 | 铁轨隔音装置 |
JP2010242337A (ja) * | 2009-04-03 | 2010-10-28 | Sekisui Chem Co Ltd | レールの防音装置 |
CN104005309A (zh) * | 2014-05-10 | 2014-08-27 | 青岛科而泰环境控制技术有限公司 | 剪切式轨道减振降噪装置 |
CN104005309B (zh) * | 2014-05-10 | 2015-11-04 | 青岛科而泰环境控制技术有限公司 | 剪切式轨道减振降噪装置 |
CN105908581A (zh) * | 2016-04-21 | 2016-08-31 | 同济大学 | 一种用于降低钢轨振动噪声的复合颗粒阻尼器 |
CN105908581B (zh) * | 2016-04-21 | 2018-06-29 | 同济大学 | 一种用于降低钢轨振动噪声的复合颗粒阻尼器 |
Also Published As
Publication number | Publication date |
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ATE266125T1 (de) | 2004-05-15 |
EP1186710B1 (de) | 2004-05-06 |
DE10045001A1 (de) | 2002-04-04 |
ES2223695T3 (es) | 2005-03-01 |
DE50102187D1 (de) | 2004-06-09 |
EP1186710A3 (de) | 2002-07-10 |
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