EP1331310B1 - Einrichtung zur elastischen Lagerung einer Rillenschiene - Google Patents
Einrichtung zur elastischen Lagerung einer Rillenschiene Download PDFInfo
- Publication number
- EP1331310B1 EP1331310B1 EP03000307A EP03000307A EP1331310B1 EP 1331310 B1 EP1331310 B1 EP 1331310B1 EP 03000307 A EP03000307 A EP 03000307A EP 03000307 A EP03000307 A EP 03000307A EP 1331310 B1 EP1331310 B1 EP 1331310B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- rail
- resilient
- parts
- mounting
- support
- 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
- 239000004567 concrete Substances 0.000 claims description 14
- 239000000463 material Substances 0.000 claims description 14
- 239000004033 plastic Substances 0.000 claims description 6
- 229920003023 plastic Polymers 0.000 claims description 6
- 229920003225 polyurethane elastomer Polymers 0.000 claims description 3
- 230000000284 resting effect Effects 0.000 claims 1
- 239000010410 layer Substances 0.000 description 28
- 229920001971 elastomer Polymers 0.000 description 14
- 239000000806 elastomer Substances 0.000 description 9
- 230000001413 cellular effect Effects 0.000 description 3
- 150000001875 compounds Chemical class 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 239000012790 adhesive layer Substances 0.000 description 2
- 238000005266 casting Methods 0.000 description 2
- 238000013016 damping Methods 0.000 description 2
- 239000004814 polyurethane Substances 0.000 description 2
- 238000003860 storage Methods 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 239000010426 asphalt Substances 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 230000001771 impaired effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 238000004382 potting Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000000758 substrate Substances 0.000 description 1
- 239000011345 viscous material Substances 0.000 description 1
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
- 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
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B21/00—Track superstructure adapted for tramways in paved streets
- E01B21/02—Special supporting means; Draining of rails
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B2204/00—Characteristics of the track and its foundations
- E01B2204/11—Embedded tracks, using prefab elements or injecting or pouring a curable material
Definitions
- the invention relates to a device for the elastic mounting of a grooved rail with a rail foot, a track groove having a track groove and a rail web connecting the rail foot and the rail head, wherein the device is arranged below the rail foot elastic Plate, on both sides of the rail web arranged support parts and on the of Rail web remote from the sides of the support parts arranged elastic layers having.
- Such a device has e.g. known from EP 0 308 876 B1.
- This profile body has an outer shell consisting of a bottom plate, two side cheeks, which form outer support parts of the known device, and the already mentioned consists of two header strips, through which a total of undercut U-shape is formed, wherein the head strips abut the rail head.
- the surrounding soil material e.g. Chassis panels, on the substantially smooth outside of the outer support members at.
- the known device has an inner shell of cellular polyurethane elastomer on, which consists of a bottom part, two side parts, on the insides abutting the legs of the U-shaped profile of the outer shell, and two head parts, which are held on the underside of the head strips formed is.
- These parts of the inner shell are connected to the corresponding parts of the outer shell firmly connected, but not with the remaining parts of the inner Bowl.
- the parts of the outer shell of the profile body are firmly connected to each other, however, the side cheeks are resiliently bent outwards can represent to the rail and fillers, the inner support parts and mostly made of concrete and to support the side walls of the outer shell serve from the inside to be able to use in the profile. This is supported by the Filling stones on the rail and the side parts of the inner shell.
- a disadvantage of this known solution is the relatively expensive production and Assembly.
- the aim of the invention is to avoid these disadvantages and an improved device of the type mentioned above, which is characterized by a simple Structure is distinguished and easy to assemble and an elastic storage the rail at a defined limitation of the deflection of the rail head also possible in continuous use.
- the proposed measures is achieved by the bearing parts a very good support of the rail web and thus the rail head is given, whereby by the elastic layer a corresponding damping is ensured in the transmission of vibrations. Also can be Mount the bearing parts very easily. Further, by the three-dimensional Grid a very good connection between the bearing parts and the device reached surrounding concrete. Detachment between the bearing parts and the Concrete can be prevented even after a long period of use, so that there are no gaps for penetrating water and frost heaves be avoided.
- the mounting grid embedded in the material of the support members firmly connected to the elastic layers or laminated in this. It will be a very stable and durable material-locking connection between the mounting grid and the elastic Location and an overall very simple structure of the elastic rail mounting reached.
- the device according to the invention serves for the elastic mounting of a rail 20, which has a rail 1, which has a rail web 2 with a Rail head 3 is connected.
- This rail head 3 has a track groove 4.
- an elastic plate 6 is attached, the is preferably glued to the rail 1.
- the elastic plate 6 lies on a substrate 5, e.g. is formed by a reinforced concrete slab, wherein to determine the correct altitude of the rail head 3 height compensation plates between the base 5 and the elastic plate 6 is attached can be.
- each a support member 8 and an elastic layer 9 include.
- the support member 8 is located on the bridge 2 of the rail 20 and is suitably glued to the rail web 2.
- the support members 8 are at the between the rail head 3 and the rail foot 1, also referred to as a "flap chamber", adapted, and fill this area with little play.
- the support members 8 are made of a relatively hard and inelastic material. However, this material should not be brittle and must be able to absorb the loads occurring during the deformation of the rail 20, without breaking.
- the support members 8 could theoretically also be made of concrete or metal, but plastic material is preferred for the production of these parts.
- an elastomer with high rigidity possibly also in the form of a rubber elastomer, can be used to produce the support parts 8, 10. It is particularly advantageous to use a cellular or foamed PU elastomer having a density of at least 150 kg / m 3 , for example having a density in the range of 250 kg / m 3 .
- the elastic layers 9 protrude beyond the tops of the support members 8 and lie in the installed state on the side walls of the rail head 3. Furthermore, the elastic layers 9 protrude over the lower sides of the support parts 7 these out and lie laterally against the elastic plate 6.
- the elastic layer 9 is expediently made of an elastomer, preferably made of an elastic plastic in the form of a cellular or foamed PU elastomer. But there are also other foamed elastomers used. Rubber elastomers also include rubber materials in the sense of rubber elastomers, for example sponge rubber.
- the support members 8 transmit movements of the rail web 2 and the rail head 3 on the elastic layer 9, these movements of the layer 9 be absorbed and muted. This limited to the elastic layer 9 laterally adjoining concrete 11, the movements of the rail web 2 and so that the rail head 3 in a defined manner.
- FIG. 3 wherein the imaginary approximate Limiting edges for clarity by lines 23 indicated are.
- the grid consists of spatially twisted threads or cords 21, which preferably consist of a plastic, for example PP, PA or PE and have a certain elasticity.
- Such grids are for example as Drainage grid used and are commercially available. For example, is the height H of the grid is about 10mm.
- the mounting grid 10 over a part of its height H, for example over about half to embed its height H in the material of the elastic layer 9. This can be the Mounting grid 10 in the production of the elastic layer 9 before curing be pressed into the thus viscous material of this situation, wherein when hardening the elastomer of the elastic layer 9, the grid materially is integrated in the elastic layer 9.
- the elastic plates 6 are first the underside of the rail feet 1 glued.
- the left and right bearing parts 7 are glued to the rail web 2, wherein the elastic layer 9 after projects above and below the support members 8.
- the rails 20 are through Leveling plates made of plastic leveled in height. In the episode will the excavation up to the given height with concrete 11 poured out, the to the elastic layers 9 laterally adjacent and in the on the side walls 22 of the elastic layers 9 protruding part of the mounting grid 10 penetrates, so that in the curing of the concrete 10 anchoring of the bearing parts 7 and thus the rail 20 in the concrete 11 takes place.
- An asphalt layer forming the road surface 12 is applied to this concrete layer, preferably a Gap to the rail head 3 and the voltage applied to this intermediate layer 9 remains. This gap is then filled with a potting compound potted, which forms connecting pieces 13. This is a bituminous Casting compound, but other casting compounds, e.g. resins be used.
- the support members 8 could basically with the elastic layers 9 by a Bonding be connected. It is preferred, however, the elastic layer 9 on both sides projecting into a mold and insert the support member 8 forming material pour into the mold, causing a connection of these parts is, possibly with the interposition of adhesive layers.
- the bearing parts 7 could be further layers or parts.
- the bearing parts 7 could be further layers or parts.
- the bearing parts 7 could at the rail web 2 facing Pages of the support members 8 may be attached to another position.
- another Location or another support member may be arranged.
- the mounting grid 10 would be then attach to the outside of this further layer, with this outside in this case, the side wall 22 of the bearing part facing away from the rail web 2 7 would form.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Railway Tracks (AREA)
- Road Paving Structures (AREA)
Description
- Fig. 1
- schematisch eine erfindungsgemäße Einrichtung in perspektivischer Darstellung;
- Fig. 2
- einen Querschnitt durch die erfindungsgemäße Einrichtung und
- Fig. 3
- eine schematische perspektivische Darstellung eines dreidimensionalen Montagegitters.
- 1
- Schienenfuß
- 2
- Schienensteg
- 3
- Schienenkopf
- 4
- Spurrille
- 5
- Untergrund
- 6
- elastische Platte
- 7
- Lagerteil
- 8
- Stützteil
- 9
- Elastische Lage
- 10
- Montagegitter
- 11
- Beton
- 12
- Asphaltbelag
- 13
- Verbindungsstück
- 20
- Schiene
- 21
- Schnur
- 22
- Seitenwand
- 23
- Linie
Claims (11)
- Einrichtung zur elastischen Lagerung einer Rillenschiene mit einem Schienenfuß (1), einem eine Spurrille (4) aufweisenden Schienenkopf (3) und einem den Schienenfuß (1) und den Schienenkopf (3) verbindenden Schienensteg (2), wobei die Einrichtung eine unterhalb des Schienenfußes (1) angeordnete elastische Platte (6), beiderseits des Schienensteges (2) angeordnete Stützteile (8) und auf den vom Schienensteg (2) abgewandten Seiten der Stützteile (8) angeordnete elastische Lagen (9) aufweist, dadurch gekennzeichnet, daß beidseitig des Schienenstegs (2) jeweils ein Lagerteil (7) vorgesehen ist, welches zumindest aus dem Stützteil (8) und der auf der vom Schienensteg (2) abgewandten Seite des Stützteils (8) angeordneten und mit dem Stützteil (8) fest verbundenen elastischen Lage (9) besteht und welches am Schienensteg (2) anliegt, und daß an der vom Schienensteg (2) abgewandten Seitenwand (22) eines jeweiligen Lagerteils (7) ein dreidimensionales Montagegitter (10) fest mit dem Lagerteil (7) verbunden ist, wobei das Montagegitter (10) zur Verankerung der Einrichtung im die Einrichtung umgebenden Beton (11) zumindest um einen Teil seiner Höhe (H) über die Seitenwand (22) des Lagerteils (7) vorsteht.
- Einrichtung nach Anspruch 1, dadurch gekennzeichnet, daß die beidseitig des Schienenstegs (2) an diesem anliegenden Lagerteile (7) am Schienensteg (2) angeklebt sind.
- Einrichtung nach Anspruch 1 oder Anspruch 2, dadurch gekennzeichnet, daß die Montagegitter (10) über einen Teil ihrer Höhe (H) im Material der Lagerteile (7) eingebettet sind.
- Einrichtung nach Anspruch 3, dadurch gekennzeichnet, daß die Montagegitter (10) im Material der mit dem Stützteil (8) fest verbundenen elastischen Lagen (9) eingebettet sind.
- Einrichtung nach einem der Ansprüche 1 bis 4, dadurch gekennzeichnet, daß die elastischen Lagen (9) aus einem elastischen Kunststoff, vorzugsweise aus einem geschäumten PU-Elastomer bestehen.
- Einrichtung nach einem der Ansprüche 1 bis 5, dadurch gekennzeichnet, daß die Stützteile (8) aus einem gegenüber dem Material der elastischen Lagen (9) härteren Kunststoff bestehen.
- Einrichtung nach Anspruch 6, dadurch gekennzeichnet, daß die Stützteile (9) aus einem geschäumten PU-Elastomer, vorzugsweise mit einer Dichte von mindestens 150 kg/m3, nochmals vorzugsweise mit einer Dichte im Bereich von 250 kg/m3 bestehen.
- Einrichtung nach einem der Ansprüche 1 bis 7, dadurch gekennzeichnet, daß die elastischen Lagen (9) der Lagerteile (7) über die oberen Ränder der Stützteile (8) hinausragen und beidseitig am Schienenkopf (3) anliegen.
- Einrichtung nach einem der Ansprüche 1 bis 8, dadurch gekennzeichnet, daß die elastischen Lagen (9) der Lagerteile (7) über die Unterseiten der Stützteile (8) hinausragen und an der elastischen Platte (6) anliegen.
- Einrichtung nach einem der Ansprüche 1 bis 9, dadurch gekennzeichnet, daß die elastische Platte (6) an der Unterseite des Schienenfußes (1) angeklebt ist.
- Einrichtung nach einem der Ansprüche 1 bis 10, dadurch gekennzeichnet, daß die elastischen Lagen (9) gegenüber der Vertikalen in Richtung zum Schienenkopf (3) geneigt verlaufen.
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SI200330088T SI1331310T1 (sl) | 2002-01-24 | 2003-01-09 | Naprava za elasticno podprtje zlebne tracnice |
AT03000307T ATE299201T1 (de) | 2002-01-24 | 2003-01-09 | Einrichtung zur elastischen lagerung einer rillenschiene |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT0011002A AT411694B (de) | 2002-01-24 | 2002-01-24 | Einrichtung zur elastischen lagerung einer rillenschiene |
AT1102002 | 2002-01-24 |
Publications (3)
Publication Number | Publication Date |
---|---|
EP1331310A2 EP1331310A2 (de) | 2003-07-30 |
EP1331310A3 EP1331310A3 (de) | 2004-04-28 |
EP1331310B1 true EP1331310B1 (de) | 2005-07-06 |
Family
ID=3626255
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP03000307A Expired - Lifetime EP1331310B1 (de) | 2002-01-24 | 2003-01-09 | Einrichtung zur elastischen Lagerung einer Rillenschiene |
Country Status (4)
Country | Link |
---|---|
EP (1) | EP1331310B1 (de) |
AT (1) | AT411694B (de) |
DE (1) | DE50300712D1 (de) |
ES (1) | ES2244839T3 (de) |
Families Citing this family (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102006003698A1 (de) * | 2006-01-26 | 2007-08-02 | Phoenix Dichtungstechnik Gmbh | Schienenanordnung |
EA016922B1 (ru) * | 2008-04-18 | 2012-08-30 | Эдилон) (Седра Б.В. | Способ установки системы встроенных рельсов |
FR2979643B1 (fr) * | 2011-09-06 | 2014-07-04 | Plastiform S | Eclisses permettant une meilleure isolation d'un rail enterre. |
FR3018288A1 (fr) * | 2014-03-06 | 2015-09-11 | Plastiform S | Eclisse comprenant une bande de protection. |
DE102016114172A1 (de) | 2016-08-01 | 2018-02-01 | Edilon Sedra Gmbh | Schiene mit elektrischer Isolierung |
DE102018109255A1 (de) | 2018-04-18 | 2019-10-24 | Edilon Sedra Gmbh | Elastisch zu lagernde Schiene |
Family Cites Families (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CH174245A (de) * | 1934-01-24 | 1934-12-31 | Verkehrspatente Ag F | Heizeinrichtung an Motorfahrzeugen, insbesondere an Automobilen mit stromlinienförmigen Wagenaufbau. |
AT172157B (de) * | 1951-01-03 | 1952-08-11 | Freudenberg Carl Kg | Elastische Schienenlagerung für Straßenbahnen |
DE3439252A1 (de) * | 1984-10-26 | 1986-05-07 | Lothar 8700 Würzburg Eisner | Material zum einbau von schienen |
AT387996B (de) * | 1987-09-25 | 1989-04-10 | Getzner Chemie Gmbh & Co | Einrichtung zur elastischen lagerung von rillenschienen |
FR2664309B1 (fr) * | 1990-07-05 | 1992-10-16 | Alveo Ag | Profile de remplissage lateral de rail de tramway ou similaire. |
GB9622924D0 (en) * | 1996-11-04 | 1997-01-08 | Alh Syst Ltd | Polymer embedment of rails |
GB9811591D0 (en) * | 1998-05-30 | 1998-07-29 | Penny Charles | Railway or tramway rail and rail fastening system |
FR2788568B1 (fr) * | 1999-01-20 | 2001-03-02 | Somain | Dispositif et procede de fixation d'un element metallique plan sur un support en beton |
-
2002
- 2002-01-24 AT AT0011002A patent/AT411694B/de not_active IP Right Cessation
-
2003
- 2003-01-09 EP EP03000307A patent/EP1331310B1/de not_active Expired - Lifetime
- 2003-01-09 DE DE50300712T patent/DE50300712D1/de not_active Expired - Lifetime
- 2003-01-09 ES ES03000307T patent/ES2244839T3/es not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
EP1331310A2 (de) | 2003-07-30 |
AT411694B (de) | 2004-04-26 |
ES2244839T3 (es) | 2005-12-16 |
ATA1102002A (de) | 2003-09-15 |
EP1331310A3 (de) | 2004-04-28 |
DE50300712D1 (de) | 2005-08-11 |
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