EP3798360A1 - Switch - Google Patents
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- Publication number
- EP3798360A1 EP3798360A1 EP20207942.2A EP20207942A EP3798360A1 EP 3798360 A1 EP3798360 A1 EP 3798360A1 EP 20207942 A EP20207942 A EP 20207942A EP 3798360 A1 EP3798360 A1 EP 3798360A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- sleeper
- switch
- elastomer
- layer
- rails
- 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
- 241001669679 Eleotris Species 0.000 claims abstract description 183
- 229920001971 elastomer Polymers 0.000 claims abstract description 139
- 239000000806 elastomer Substances 0.000 claims abstract description 133
- 239000005060 rubber Substances 0.000 claims description 6
- 229920002635 polyurethane Polymers 0.000 claims description 5
- 239000004814 polyurethane Substances 0.000 claims description 5
- 239000000203 mixture Substances 0.000 claims description 2
- 239000010410 layer Substances 0.000 description 187
- 238000009499 grossing Methods 0.000 description 5
- 239000000463 material Substances 0.000 description 5
- 239000002184 metal Substances 0.000 description 5
- 230000007704 transition Effects 0.000 description 5
- 238000006073 displacement reaction Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 239000000835 fiber Substances 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 3
- 239000007787 solid Substances 0.000 description 3
- 230000002349 favourable effect Effects 0.000 description 2
- 230000012447 hatching Effects 0.000 description 2
- 239000004033 plastic Substances 0.000 description 2
- 229920003023 plastic Polymers 0.000 description 2
- 229920001875 Ebonite Polymers 0.000 description 1
- 238000009825 accumulation Methods 0.000 description 1
- 238000013459 approach Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 238000013016 damping Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 229920003052 natural elastomer Polymers 0.000 description 1
- 229920001194 natural rubber Polymers 0.000 description 1
- 238000005457 optimization Methods 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 239000002356 single layer Substances 0.000 description 1
- 229920003051 synthetic elastomer Polymers 0.000 description 1
- 239000005061 synthetic rubber 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
- E01B7/00—Switches; Crossings
- E01B7/22—Special sleepers for switches or crossings; Fastening means therefor
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B7/00—Switches; Crossings
- E01B7/10—Frogs
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B3/00—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails
- E01B3/44—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from other materials only if the material is essential
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B3/00—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails
- E01B3/46—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from different materials
-
- 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
-
- 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
-
- 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
- E01B2204/01—Elastic layers other than rail-pads, e.g. sleeper-shoes, bituconcrete
Definitions
- the present invention relates to a switch for a track system for rail vehicles, wherein the switch has rails and a sequence of sleepers and at least two of the rails are attached in pairs opposite one another on a sleeper top side of the respective sleeper and between a respective one of the rails and the respective sleeper top side an intermediate layer is arranged and the sleepers each have a sleeper bottom opposite their respective sleeper topsides, and the sleeper pads each have at least one elastomer layer.
- Turnouts represent crossing points in track systems, at which at least one branch track is introduced into or out of a main track.
- simple turnouts in which a branch track is led out of a main track or introduced into it.
- crossing points where a branch track crosses a main track and leads out on both sides.
- a sleeper sole is proposed in which there is a tangled fiber layer on an elastic layer of the sleeper sole on the side facing the sleeper and one on the opposite side Reinforcement layer and another elastic layer are attached.
- the tangled fiber layer is used to attach the sleeper sole to sleepers cast from concrete.
- the reinforcement layer on the other side of the sleeper base limits the penetration of the ballast of the ballast bed into the sleeper base to the desired extent.
- the AT 503 772 B1 shows a generic switch in which sleeper soles with at least one elastomer layer are arranged on the undersides of the sleepers. Between the rails and the sleepers are located in the AT 503 772 B1 Intermediate layers, which are referred to as fastening means in this document. From the AT 503 772 B1 It is also known to vary the softness or hardness of the sleeper soling over the length of the sleeper.
- the object of the invention is to improve a switch of the type mentioned above in such a way that an improved smoothing of the sinking of the rail can be achieved when a train is crossing.
- the invention proposes a switch for this purpose according to claim 1, in which the intermediate layers in each case have at least one elastomer layer.
- both the sleeper pads and the intermediate layers can each be constructed in one or more parts.
- Both the sleeper pads and the intermediate layers can each consist of a single elastomer layer. However, they can each also have several layers of elastomer.
- the sleeper soles and the intermediate layers can also have non-elastic components or layers.
- the sleeper pads it can be, for example, from the AT 506 772 B1 known multilayer structure with two elastic layers, a reinforcement layer and a tangled fiber or connecting layer act.
- the intermediate layers can also, for example Have metal plates, as is also explained below by way of example in the description of the figures.
- Preferred variants of the invention provide that in the switch the elastomer layers of at least two different sleeper pads have a different bedding module and / or that in the switch the elastomer layers of at least two different intermediate layers have a different rigidity from one another.
- the bedding modules of the elastomer layers of the at least two different sleeper pads differ from one another by an amount of at least 25% of the larger bedding module and / or that the stiffness of the elastomer layers of the at least two different intermediate layers by an amount of at least 25% the greater rigidity differ from each other.
- the sleeper soles can also have areas of different hardness or softness along the longitudinal direction of the sleeper. It can be a single, continuous sleeper base, but also separate sections which together form the sleeper base.
- the elastomer layers are layers of at least one elastomer.
- Elastomers are dimensionally stable but elastically deformable plastics that deform elastically under tensile and compressive loads, but then at least essentially find their way back to their original, undeformed shape.
- the elastomer layer of the respective intermediate layer and / or the elastomer layer of the respective sleeper sole comprises polyurethane or rubber or a mixture with polyurethane and / or rubber.
- the elastomer layers mentioned can also consist entirely of the materials mentioned.
- Rubber can be natural or synthetic rubber elastomers.
- the elastomer layer of the respective sleeper sole has a bedding module in the range from 0.02 N / mm3 (Newtons per cubic millimeter) to 0.6 N / mm3, preferably from 0.1 N / mm3 to 0.5 N / mm3, particularly preferably from 0.15 N / mm3 to 0.4 N / mm3.
- the bedding module is often used to describe the deformation behavior in the ballast track. It describes the relationship between the surface pressure and the associated depression. A softer material therefore has a smaller bedding module and vice versa. In simplified terms, the bedding module indicates the surface pressure at which a certain depression results.
- the stiffness could also be referred to as the spring number or support point stiffness. It describes the relationship between the support force and the subsidence.
- the stiffness of softer materials is lower than that of relatively harder materials.
- the bedding module can, for example, be determined in accordance with DIN 45673, August 2010 edition.
- the stiffness can be determined according to EN 13146, April 2012 edition.
- the elastomer layer of the sleeper sole of a respective one of the sleepers has at least two differently soft areas, the harder area of the elastomeric layer of the sleeper sole under a first of the rails and the softer area of the elastomeric layer of the sleeper sole under a second of the rails, the first of the rails and the second of the rails being fixed at a distance from one another on the upper side of the sleeper of the respective sleeper and the elastomer layer of the intermediate layer arranged between the first of the rails and the upper side of the sleeper of this sleeper and the elastomer layer of the intermediate layer between the second of the rails and the intermediate layer arranged on the sleeper top side of this sleeper are differently soft relative to one another.
- the elastomer layer of the sleeper sole can also be designed to be differently soft in the longitudinal direction along the sleeper, so that the elastomer layers of the intermediate layers above the sleeper, i.e. on the top of the sleeper, on the in the longitudinal direction of the Threshold to each other distanced places are designed differently hard or soft. It is particularly preferably provided that in the area above a relatively soft area of the elastomer layer of the sleeper sole there is also an intermediate layer with a relatively soft elastomer layer, and vice versa.
- the elastomer layer of the intermediate layer arranged between the first of the rails and the sleeper top of this sleeper is harder than the elastomer layer of the intermediate layer arranged between the second of the rails and the sleeper top of this sleeper.
- This variation of the hardness or softness both in the intermediate layer and in the sleeper sole along the longitudinal direction of the sleeper can be particularly fine In a coordinated manner, an improved and more homogeneous load transfer can be achieved in order to counteract tilting of the sleepers.
- This variant of the basic principle according to the invention is particularly preferably used in the case of short sleepers adjoining the last continuous sleeper, but also in the so-called focal area of the switch.
- the elastomer layers of the sleeper soles of at least two of the sleepers arranged one after the other are differently soft relative to one another and also the elastomer layers of the intermediate layers on at least two of the sleepers arranged one after the other are designed to be differently soft relative to each other, with the elastomer layers of the intermediate layers on these two sleepers being equally soft in the event of a change in the softness of the elastomer layer of the sleeper sole from one of the sleepers to the sleeper following in the longitudinal direction and / or in the case of a change in softness of the elastomer layer of the intermediate layer from one of the sleepers to the sleeper following in the longitudinal direction, the elastomer layers of the sleeper soles under these two sleepers are equally soft.
- this application of the basic principle according to the invention provides that changes in the softness in the level of the sleeper soling are not accompanied by changes in the softness in the level of the intermediate layers, but these changes are offset in the longitudinal direction across the sleepers by at least one sleeper relative to one another are. This allows the changes in the elastic properties along the switch to be smoothed or smeared. This principle is favorably implemented in the applied throughout the turnout area. Overlapping over several thresholds is beneficial. According to this variant of the basic principle according to the invention it is provided that changes in the softness or hardness in the plane of the intermediate layers are always offset from changes in the softness or hardness in the plane of the sleeper soling.
- ballast bed there is generally relatively thin, that is to say with a relatively small vertical extension, and that the sleepers are also relatively short.
- switch device area of the switch it should be noted on the one hand that the ballast bed there is generally relatively thin, that is to say with a relatively small vertical extension, and that the sleepers are also relatively short.
- there is an accumulation of forces in this area of the rail in particular due to the temperature-related expansion and contraction of the rails, but also due to the point heaters that are often arranged there. Both together lead to a tendency of the tracks to buckle horizontally to the side.
- the sleeper soling in the tongue device area should be made relatively plastic or viscoplastic in order to achieve the highest possible lateral displacement resistance in the ballast bed or on some other surface.
- this leads to the elastic properties being relatively hard in the vertical direction as well.
- the elastomer layer of the intermediate layer on a respective one of the sleepers is softer than the elastomer layer of the sleeper sole under this sleeper.
- the elastomer layers of the sleeper sole are viscoplastic with an EPM index in a range from 10% to 25%, preferably from 10% to 20%, the EPM index as in FIG WO 2016/077852 A1 is defined and can be measured.
- the elastomer layers of the intermediate layers have a stiffness in a range from 20 kN / mm to 200 kN / mm, preferably from 40 kN / mm to 100 kN / mm.
- the preferred relationships and properties specified in claims 5 to 10 can apply to the at least one elastomer layer of the sleeper sole and / or the at least one elastomer layer of the intermediate layer, but also to the entire sleeper sole and / or the entire intermediate layer.
- Switch 1 shown schematically in a plan view, is a so-called simple switch, in which a branch track 18 opens into a main track 3.
- a branch track 18 opens into the main track 3 on one side and leads beyond it on the other side.
- the main track 3 is the track that is used the most.
- Branch track 18 is usually a less traveled track.
- the rails 2 are fastened in pairs opposite one another on each of the sleepers 4.
- the sleepers 4 are arranged along the entire switch transversely and in some areas even orthogonally to the longitudinal direction 13 of both the main track 3 and the branch track 18.
- the switch 1 itself has the switch device area 14, the intermediate track area 15 and the frog area 16.
- In the switch device area 14 are the tongue rails 23, which are pivotably arranged on the tongue rail joints 23.
- the frog 17 is located in the frog area 16 of the switch 1 Intermediate rails 25 fixed rigidly on the sleepers 4 in each case.
- the outer rails 2 are also referred to as stock rails 24.
- the frog area 16 of the switch 1 ends on the side facing away from the switch device area 14 with the last continuous threshold 20, which is also often referred to as LDS. Subsequently, several so-called short sleepers 21 follow both in the area of the main track 3 and in the area of the branch track 18, which due to the given space conditions compared to those in the main track 3 and in the branch track 18 used thresholds 4 can be shortened on one side for reasons of space.
- the rails 2 are often referred to as wing rails 26.
- the rails 2 in the area of the short sleepers 21 are often referred to as connecting rails 27.
- wheel control arms 19 can also be present in the intermediate track area 15 and the frog area 16, as is known per se and also shown here.
- the structure of the switch 1 described so far Fig. 1 is known per se and therefore does not need to be explained further.
- the term “rail 2” basically encompasses all types of rails 2, regardless of whether or not they are specifically designated and additionally provided with their own sign.
- FIG. 2 to 7 each is a schematic representation of vertical sections along the above-mentioned cutting lines. It is shown in each case how the respective rails 2 rest on the sleeper tops 5 of the sleepers 4 by means of the intermediate layers 6 and the sleepers 4 rest on a ballast bed 28 via the sleeper soles 8 arranged on their sleeper undersides 7.
- the type of attachment of the rails 2 and the intermediate layers 6 to the sleepers 4 is not shown in the illustrations. It can be carried out as in the prior art. The same applies to the fastening of the sleeper soles 8 to the sleeper undersides 7 of the sleepers 4.
- a solid substructure known per se for example in the form of concrete slabs or the like, can also be present.
- the sleeper soles 8 can, in particular in the case of a solid substructure, not only be arranged on the underside 7 of the sleeper, but also protrude upwards on the side surfaces of the respective sleeper 4, preferably a little.
- the sleeper pads 8 can also be referred to as sleeper shoes will. These can also have sleeper shoe insert plates known per se.
- Both the intermediate layers 6 and the sleeper pads 8 are shown designed as a single-layer body in the form of the elastomer layers 10 and 9, respectively. As explained at the beginning, this does not have to be the case. Both the intermediate layers 6 and the sleeper soles 8 can also have further layers in addition to their elastomer layers 10 or 9, as already explained at the beginning and with reference to those explained further below Fig. 8 is also described by way of example at least for the intermediate layer 6.
- the elastomer layers 9 of the sleeper soles 8 and also the elastomer layers 10 of the intermediate layers 6 have been hatched differently.
- Each type of hatching is an example of a certain hardness or softness of the respective elastomer layer 9 or 10, the chosen representation being purely about the relationships relative to one another.
- the hardest elastomer layers 9 and 10 are dashed vertically. Average degrees of hardness or softness are dashed diagonally.
- the relatively softest elastomer layers 9 and 10 are indicated by horizontal hatching.
- Fig. 2 shows the vertical section along the section line AA in the intermediate track area 15, in which the rails 2 are also referred to as intermediate rails 25.
- the lower elastic level is formed by the elastomer layer 9 of the sleeper sole 8.
- the upper elastic level is realized by the elastomer layers 10 of the intermediate layers 6.
- the elasticity or softness of the elastomer layer 9 of the sleeper sole 8 is designed to be constant over the entire longitudinal extent in the longitudinal direction 31 of the sleeper 4.
- the elastomer layers 10 of the intermediate layers 6 arranged on the sleeper top side 5 are harder than the elastomer layer 9 of the sleeper sole 8, but are designed to be equally soft or hard relative to one another.
- Fig. 3 shows a vertical section along the section line BB from Fig. 1 in the longitudinal direction 13 of the switch 1 through the same threshold as Fig. 2 .
- Fig. 4 shows the vertical section in the frog region 16 of the switch 1 along the section line CC Fig. 1 and thus along a sleeper 4 designed as a long sleeper, which is always eccentrically loaded when a train passes over, since the train travels either along the main track 3 or along the branch track 18. This inevitably leads to one-sided loading and thus a tendency for the thresholds 4 to tilt in this area. To counteract this, the outer areas 11 of the elastomer layer 9 of the sleeper sole 8 are made harder than the central area 12 of the elastomer layer 9 of the sleeper sole 8. However, there are limits to this possibility of compensating for tilting effects.
- the softness in the sleeper sole 8 or its elastomer layer 9 in the area 12 must not deviate too much from the edge areas 11.
- the softness of the elastomer layers 10 of the intermediate layers 6 is also varied along the longitudinal direction 31 of the sleeper 4.
- the elastomer layer 9 of the sleeper sole 8 of a respective one of the sleepers 4 has at least two differently soft areas 11 and 12, the harder area 11 of the elastomer layer 9 of the sleeper sole 8 below a first the rails 29 and the softer area 12 of the elastomer layer 9 of the sleeper sole 8 is arranged under a second of the rails 30, the first of the rails 29 and the second of the rails 30 being attached at a distance from one another on the sleeper top 5 of the respective sleeper 4 and the elastomer layer 10 of the between the
- the first of the rails 29 and the sleeper top 5 of this sleeper 4 arranged intermediate layer 6 and the elastomer layer 10 of the intermediate layer 6 arranged between the second of the rails 30 and the sleeper top 5 of this sleeper 4 are of different hardness relative to one another, whereby here it is specifically provided that the elastomer layer 10 of the intermediate layer 6 arranged between the first of the rails 29
- FIG Fig. 5 A second example in which the softness of the elastomer layers 9 and 10 is varied both in the sleeper sole 8 and in the intermediate layers 6 along the longitudinal direction 31 of the sleeper 4 is shown in FIG Fig. 5 shown.
- This is a vertical section along the section line DD Fig. 1 That is, around a vertical section of the short sleeper 21 immediately following the last continuous sleeper 20.
- These short sleepers 21 tend to tilt because they protrude less than the rail 2 on one side than on the opposite side due to the limited space required on one side. This tilting effect can also be counteracted with regions 11 and 12 of the elastomer layer 9 of the sleeper sole 8 of different softness or hardness.
- Fig. 6 shows a longitudinal section parallel to the longitudinal direction 13 of the switch 1 or the main track 3 transversely to the sleepers 4.
- the principle is implemented that changes in elasticity in the elastomer layers 9 and 10 of the sleeper sole 8 and the intermediate layer 6 are only offset from one another, i.e. not can be realized between the same thresholds 4. It is in Fig.
- the elastomer layers 9 of the sleeper soles 8 of at least two of the successively arranged sleepers 4 are differently soft relative to one another and also the elastomer layers 10 of the intermediate layers 6 on at least two of the successively arranged sleepers 4 are also designed to be differently soft relative to one another, with the elastomer layers 10 of the intermediate layers 6 on these two sleepers in the event of a change in the softness of the elastomer layer 9 of the sleeper sole 8 from one of the sleepers 4 to the sleeper 4 following in the longitudinal direction 13 4 are equally soft and / or in the event of a change in the softness of the elastomer layer 10 of the intermediate layer 6 from one of the sleepers 4 to the sleeper 4 following in the longitudinal direction, the elastomer layers 9 of the sleeper soles 8 under these two sleepers 4 are equally soft.
- the elasticity or softness of the elastomer layer 9 in the sleeper sole 8 is then changed from the second to the third sleeper 4, while the elasticity or softness of the elastomer layer 10 of the intermediate layer 6 remains unchanged at the transition between these two sleepers.
- the softness of the elastomer layer 9 of the sleeper sole 8 changes between the fifth and sixth sleeper 4, while the Softness of the elastomer layer 10 of the intermediate layer 6 remains the same.
- the stiffness of the elastomer layer 10 of the intermediate layer 6 is in the range between 5 and 150 kN / mm. If the bedding modulus of the elastomer layer 9 of the sleeper sole 8 is in the range from 0.2 to 0.3 N / mm 3 , the elastomer layer 10 of the intermediate layer 6 advantageously has a stiffness in the range from 10 to 200 kN / mm in such variants.
- the bedding modulus of the elastomer layer 9 of the sleeper sole 8 is in a range from 0.3 to 0.6 N / mm 3
- the elastomer layer 10 of the intermediate layer 6 in the variants mentioned advantageously has a stiffness in the range from 15 to 250 kN / mm on.
- Fig. 7 shows the section ZZ from Fig. 1 in the switch device area 14.
- sleeper pads 8 are advantageously used here, the elastomer layers 10 of which have viscoplastic properties.
- the EPM index of the elastomer layers 9 of the sleeper soles 8 in this area is advantageously in the range between 10% and 25%, preferably between 10% and 20%.
- the bedding modulus of the elastomer layers 9 of the sleeper soles 8 in this tongue device area 14 is advantageously in the range from 0.1 to 0.6 N / mm 3 .
- the intermediate layers 6 in this tongue device area 14 are advantageously designed to be correspondingly soft.
- the elastomer layers 10 of the intermediate layers 6 here advantageously have a rigidity in the range from 20 to 200 kN / mm, preferably from 40 to 100 kN / mm.
- the elastomer layer 10 of the intermediate layer 6 on a respective one of the sleepers 4 is softer than the elastomer layer 9 of the sleeper sole 8 under this sleeper 4.
- the intermediate layer 6 consists in each case of a single elastomer layer 10.
- the intermediate layer 6 can also be made up of multiple layers and of different materials.
- One such example is in Fig. 8 shown.
- the intermediate layer 6 has a metal plate 32 in addition to the elastomer layer 10.
- the rail 2 is fastened to the metal plate 32.
- Such metal plates 32 can be used, for example, to enlarge the area with which the elastomer layer 10 of the intermediate layer 6 is pressed.
- the sleeper pad 8 reference being made in particular to the prior art already mentioned at the beginning, which shows multilayer sleeper pads 8.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Railway Tracks (AREA)
- Footwear And Its Accessory, Manufacturing Method And Apparatuses (AREA)
- Laminated Bodies (AREA)
- Fuel-Injection Apparatus (AREA)
- Lock And Its Accessories (AREA)
- Push-Button Switches (AREA)
- Switches With Compound Operations (AREA)
Abstract
Weiche (1) für eine Gleisanlage für Schienenfahrzeuge, wobei die Weiche (1) Schienen (2) und eine Abfolge von Schwellen (4) aufweist und jeweils auf einer Schwellenoberseite (5) der jeweiligen Schwelle (4) zumindest zwei der Schienen (2) einander paarweise gegenüberliegend befestigt sind und zwischen einer jeweiligen der Schienen (2) und der jeweiligen Schwellenoberseite (5) jeweils eine Zwischenlage (6) angeordnet ist und die Schwellen (4) jeweils auf, ihren jeweiligen Schwellenoberseiten (5) gegenüberliegenden, Schwellenunterseiten (7) jeweils eine Schwellensohle (8) aufweisen und die Schwellensohlen (8) jeweils zumindest eine Elastomerschicht (9) aufweisen, wobei die Zwischenlagen (6) jeweils zumindest eine Elastomerschicht (10) aufweisen. Switch (1) for a track system for rail vehicles, the switch (1) having rails (2) and a sequence of sleepers (4) and at least two of the rails (2) on each sleeper top (5) of the respective sleeper (4) are fastened in pairs opposite one another and between a respective one of the rails (2) and the respective sleeper top side (5) an intermediate layer (6) is arranged and the sleepers (4) each on, their respective sleeper top sides (5) opposite, sleeper undersides (7) each have a sleeper sole (8) and the sleeper sole (8) each have at least one elastomer layer (9), the intermediate layers (6) each having at least one elastomer layer (10).
Description
Die vorliegende Erfindung betrifft eine Weiche für eine Gleisanlage für Schienenfahrzeuge, wobei die Weiche Schienen und eine Abfolge von Schwellen aufweist und jeweils auf einer Schwellenoberseite der jeweiligen Schwelle zumindest zwei der Schienen einander paarweise gegenüberliegend befestigt sind und zwischen einer jeweiligen der Schienen und der jeweiligen Schwellenoberseite jeweils eine Zwischenlage angeordnet ist und die Schwellen jeweils auf, ihren jeweiligen Schwellenoberseiten gegenüberliegenden, Schwellenunterseiten jeweils eine Schwellensohle aufweisen und die Schwellensohlen jeweils zumindest eine Elastomerschicht aufweisen.The present invention relates to a switch for a track system for rail vehicles, wherein the switch has rails and a sequence of sleepers and at least two of the rails are attached in pairs opposite one another on a sleeper top side of the respective sleeper and between a respective one of the rails and the respective sleeper top side an intermediate layer is arranged and the sleepers each have a sleeper bottom opposite their respective sleeper topsides, and the sleeper pads each have at least one elastomer layer.
Weichen stellen in Gleisanlagen Kreuzungspunkte dar, bei denen zumindest ein Zweiggleis in ein Stammgleis eingeleitet bzw. aus diesem herausgeführt wird. Es gibt sogenannte einfache Weichen, bei denen ein Zweiggleis aus einem Stammgleis herausgeführt bzw. in dieses eingeführt wird. Es gibt aber auch sogenannte Kreuzungsweichen, bei denen ein Zweiggleis ein Stammgleis kreuzt und über dieses auf beiden Seiten hinausführt.Turnouts represent crossing points in track systems, at which at least one branch track is introduced into or out of a main track. There are so-called simple turnouts in which a branch track is led out of a main track or introduced into it. But there are also so-called crossing points, where a branch track crosses a main track and leads out on both sides.
Es ist beim Stand der Technik bekannt, Gleise sowohl im Bereich zwischen Weichen als auch im Bereich der Weichen mit Elastomerschichten auszustatten, um so eine Schieneneinsenkungsglättung und Vibrationsdämpfung bei einer Zugüberfahrt zu erreichen. Bekannt ist es z.B. sogenannte Schwellensohlen unter den Schwellen anzuordnen. Diese Schwellensohlen befinden sich somit zwischen der Schwelle und einem Schotterbett oder einer festen Fahrbahn auf der die jeweilige Schwelle aufliegt. Schwellensohlen sind z.B. aus der
Beim Stand der Technik sind aber auch elastische Zwischenlagen auf der Schwellenoberseite, also zwischen Schiene und Schwelle bekannt. Dies ist z.B. in der
Die
Es sind beim Stand der Technik somit verschiedene Ansätze bekannt, um insbesondere bei Weichen für Gleisanlagen eine Schieneneinsenkungsglättung bei Zugüberfahrt zu gewährleisten, wobei beim Stand der Technik jeweils eine einzige elastische Ebene im Gesamtaufbau eingesetzt und gegebenenfalls optimiert wird, um dieses Ziel zu erreichen.In the prior art, various approaches are therefore known to ensure smoothing of rail sinking when a train crosses, especially in switches for track systems, whereby in the prior art a single elastic layer is used in the overall structure and, if necessary, optimized in order to achieve this goal.
Aufgabe der Erfindung ist es, eine Weiche der oben genannten Art dahingehend zu verbessern, dass eine verbesserte Schieneneinsenkungsglättung bei einer Zugüberfahrt erreicht werden kann.The object of the invention is to improve a switch of the type mentioned above in such a way that an improved smoothing of the sinking of the rail can be achieved when a train is crossing.
Ausgehend vom gattungsgemäßen Stand der Technik schlägt die Erfindung hierfür eine Weiche gemäß Patentanspruch 1 vor, bei der auch die Zwischenlagen jeweils zumindest eine Elastomerschicht aufweisen.Based on the generic state of the art, the invention proposes a switch for this purpose according to
Im Gegensatz zum Stand der Technik ist es somit eine Grundidee der Erfindung, nicht nur eine sondern mindestens zwei, in Einbaustellung gesehen, in vertikaler Richtung voneinander distanzierte elastische Ebenen zu realisieren, um die Schieneneinsenkungsglättung bei Zugüberfahrt über die Weiche zu verbessern. Eine elastische Ebene wird dabei durch die zumindest eine Elastomerschicht der Schwellensohlen gebildet. Eine zweite elastische Ebene wird durch die Elastomerschichten der Zwischenlagen gebildet. Die elastischen Eigenschaften dieser Elastomerschichten können je nach Anforderung aufeinander abgestimmt werden, um somit mittels beider elastischer Ebenen eine aufeinander abgestimmte Optimierung zu erreichen. Hierdurch können die Dämmungseigenschaften des Gesamtsystems der Weiche sehr präzise an die verschiedenen, in der Weiche an verschiedenen Orten auftretenden Anforderungen angepasst werden. Die Einfederung kann über den Verlauf der Weiche homogenisiert werden. Das Hinzuziehen zumindest einer zweiten elastischen Ebene erlaubt eine Feinabstimmung der elastischen Eigenschaften der Weiche an die jeweils lokal innerhalb der Weiche an verschiedenen Stellen speziell zu lösenden Aufgabenstellungen.In contrast to the prior art, it is a basic idea of the invention to implement not just one but at least two, seen in the installed position, elastic planes spaced from one another in the vertical direction in order to improve the smoothing of the rail sinking when the train passes over the switch. An elastic plane is formed by the at least one elastomer layer of the sleeper soles. A second elastic level is formed by the elastomer layers of the intermediate layers. The elastic properties of these elastomer layers can be matched to one another depending on the requirements in order to achieve a coordinated optimization using both elastic levels. As a result, the insulation properties of the overall system of the switch can be adapted very precisely to the various requirements occurring in the switch at different locations. The deflection can be homogenized over the course of the switch. The inclusion of at least one second elastic level allows the elastic properties of the switch to be fine-tuned to the specific tasks to be solved locally within the switch at different points.
Bei erfindungsgemäßen Weichen können sowohl die Schwellensohlen als auch die Zwischenlagen jeweils ein oder mehrteilig aufgebaut sein. Sowohl die Schwellensohlen als auch die Zwischenlagen können jeweils aus einer einzigen Elastomerschicht bestehen. Sie können jeweils aber auch mehrere Elastomerschichten aufweisen. Darüber hinaus können die Schwellensohlen wie auch die Zwischenlagen auch nicht elastische Bestandteile bzw. Schichten aufweisen. Bei den Schwellensohlen kann es sich z.B. um einen, wie aus der
Bevorzugte Varianten der Erfindung sehen vor, dass in der Weiche die Elastomerschichten von zumindest zwei verschiedenen Schwellensohlen einen voneinander verschiedenen Bettungsmodul aufweisen und/oder dass in der Weiche die Elastomerschichten von zumindest zwei verschiedenen Zwischenlagen eine voneinander verschiedene Steifigkeit aufweisen. Im Sinne der Verschiedenheit ist günstigerweise vorgesehen, dass die Bettungsmodule der Elastomerschichten der zumindest zwei verschiedenen Schwellensohlen um einen Betrag von zumindest 25% des größeren Bettungsmoduls voneinander abweichen und/oder dass die Steifigkeiten der Elastomerschichten der zumindest zwei verschiedenen Zwischenlagen um einen Betrag von zumindest 25% der größeren Steifigkeit voneinander abweichen.Preferred variants of the invention provide that in the switch the elastomer layers of at least two different sleeper pads have a different bedding module and / or that in the switch the elastomer layers of at least two different intermediate layers have a different rigidity from one another. In the interests of diversity, it is conveniently provided that the bedding modules of the elastomer layers of the at least two different sleeper pads differ from one another by an amount of at least 25% of the larger bedding module and / or that the stiffness of the elastomer layers of the at least two different intermediate layers by an amount of at least 25% the greater rigidity differ from each other.
Insbesondere die Schwellensohlen können auch entlang der Längsrichtung der Schwelle unterschiedlich harte oder weiche Bereiche aufweisen. Es kann sich dabei um eine einzige durchgehende Schwellensohle, aber auch um voneinander getrennte Abschnitte, welche zusammen die Schwellensohle bilden, handeln.In particular, the sleeper soles can also have areas of different hardness or softness along the longitudinal direction of the sleeper. It can be a single, continuous sleeper base, but also separate sections which together form the sleeper base.
Die Elastomerschichten sind, wie dies dieser Begriff schon sagt, Schichten aus zumindest einem Elastomer. Elastomere sind formfeste aber elastisch verformbare Kunststoffe, die sich bei Zug- und Druckbelastung elastisch verformen, aber danach zumindest im Wesentlichen wieder in ihre ursprüngliche, unverformte Gestalt zurückfinden. Besonders bevorzugt ist vorgesehen, dass die Elastomerschicht der jeweiligen Zwischenlage und/oder die Elastomerschicht der jeweiligen Schwellensohle Polyurethan oder Gummi oder eine Mischung mit Polyurethan und/oder Gummi aufweist. Die genannten Elastomerschichten können auch vollständig aus den genannten Materialien bestehen. Bei Gummi kann es sich um natürliche aber auch um synthetische Kautschukelastomere handeln. Bevorzugt handelt es sich um geschäumtes Polyurethan und/oder geschäumtes Gummi. Beide geschäumten Varianten sind bevorzugt geschlossen porig ausgebildet.As the term suggests, the elastomer layers are layers of at least one elastomer. Elastomers are dimensionally stable but elastically deformable plastics that deform elastically under tensile and compressive loads, but then at least essentially find their way back to their original, undeformed shape. It is particularly preferably provided that the elastomer layer of the respective intermediate layer and / or the elastomer layer of the respective sleeper sole comprises polyurethane or rubber or a mixture with polyurethane and / or rubber. The elastomer layers mentioned can also consist entirely of the materials mentioned. Rubber can be natural or synthetic rubber elastomers. Prefers it is foamed polyurethane and / or foamed rubber. Both foamed variants are preferably designed with closed pores.
Bevorzugt ist vorgesehen, dass die Elastomerschicht der jeweiligen Schwellensohle einen Bettungsmodul im Bereich von 0,02 N/mm3 (Newton pro Kubikmillimeter) bis 0,6 N/mm3, vorzugsweise von 0,1 N/mm3 bis 0,5 N/mm3, besonders bevorzugt von 0,15 N/mm3 bis 0,4 N/mm3, aufweist.It is preferably provided that the elastomer layer of the respective sleeper sole has a bedding module in the range from 0.02 N / mm3 (Newtons per cubic millimeter) to 0.6 N / mm3, preferably from 0.1 N / mm3 to 0.5 N / mm3, particularly preferably from 0.15 N / mm3 to 0.4 N / mm3.
Der Bettungsmodul wird häufig zur Beschreibung des Verformungsverhaltens im Schottergleis verwendet. Es beschreibt das Verhältnis von Flächenpressung zu zugehöriger Einsenkung. Ein weicheres Material hat somit einen kleineren Bettungsmodul und umgekehrt. Vereinfacht gibt der Bettungsmodul an, bei welcher Flächenpressung sich eine bestimmte Einsenkung ergibt.The bedding module is often used to describe the deformation behavior in the ballast track. It describes the relationship between the surface pressure and the associated depression. A softer material therefore has a smaller bedding module and vice versa. In simplified terms, the bedding module indicates the surface pressure at which a certain depression results.
Bei der Elastomerschicht der jeweiligen Zwischenlage ist günstigerweise eine Steifigkeit im Bereich von 5 kN/mm (Kilonewton pro Millimeter) bis 1.000 kN/mm, vorzugsweise von 10 kN/mm bis 300 kN/mm, besonders bevorzugt von 20 kN/mm bis 200 kN/mm, vorgesehen. Die Steifigkeit könnte auch als Federziffer oder Stützpunktsteifigkeit bezeichnet werden. Sie beschreibt das Verhältnis aus Stützpunktkraft zur Einsenkung. Bei weicheren Materialen ist die Steifigkeit geringer als bei relativ dazu härteren Materialien.In the case of the elastomer layer of the respective intermediate layer, a stiffness in the range from 5 kN / mm (kilonewtons per millimeter) to 1,000 kN / mm, preferably from 10 kN / mm to 300 kN / mm, particularly preferably from 20 kN / mm to 200 kN, is favorable / mm, provided. The stiffness could also be referred to as the spring number or support point stiffness. It describes the relationship between the support force and the subsidence. The stiffness of softer materials is lower than that of relatively harder materials.
Der Bettungsmodul kann z.B. gemäß DIN 45673, Ausgabe August 2010, bestimmt werden. Die Steifigkeit kann gemäß EN 13146, Ausgabe April 2012, bestimmt werden.The bedding module can, for example, be determined in accordance with DIN 45673, August 2010 edition. The stiffness can be determined according to EN 13146, April 2012 edition.
Unter Verwendung des erfindungsgemäßen Grundprinzips der zumindest zwei elastischen Ebenen in der Weiche, welche entsprechend aufeinander abgestimmt werden können, können verschiedene spezielle Aufgabenstellungen innerhalb der Weiche besser gelöst werden, als dies beim Stand der Technik möglich ist. Z.B. kann unter Verwendung des erfindungsgemäßen Grundprinzips an speziellen Stellen in der Weiche einer Verkippung der Schwellen besser entgegengewirkt werden, z.B. ist dies insbesondere im Herzstückbereich oder im Bereich von Kurzschwellen innerhalb der Weiche möglich. Hierzu ist in besonders bevorzugten Ausgestaltungsformen der Erfindung vorgesehen, dass die Elastomerschicht der Schwellensohle einer jeweiligen der Schwellen zumindest zwei unterschiedlich weiche Bereiche aufweist, wobei der härtere Bereich der Elastomerschicht der Schwellensohle unter einer ersten der Schienen und der weichere Bereich der Elastomerschicht der Schwellensohle unter einer zweiten der Schienen angeordnet ist, wobei die erste der Schienen und die zweite der Schienen voneinander distanziert auf der Schwellenoberseite der jeweiligen Schwelle befestigt sind und die Elastomerschicht der zwischen der ersten der Schienen und der Schwellenoberseite dieser Schwelle angeordneten Zwischenlage und die Elastomerschicht der zwischen der zweiten der Schienen und der Schwellenoberseite dieser Schwelle angeordneten Zwischenlage relativ zueinander unterschiedlich weich sind. Es kann also zusätzlich zu dem aus dem Stand der Technik an sich bekannten Prinzip die Elastomerschicht der Schwellensohle in Längsrichtung entlang der Schwelle unterschiedlich weich auszugestalten zusätzlich vorgesehen sein, dass auch die Elastomerschichten der Zwischenlagen oberhalb der Schwelle, also auf der Schwellenoberseite an den in Längsrichtung der Schwelle zueinander distanzierten Stellen unterschiedlich hart oder weich ausgestaltet sind. Besonders bevorzugt ist dabei vorgesehen, dass sich im Bereich über einem relativ weichen Bereich der Elastomerschicht der Schwellensohle auch eine Zwischenlage mit einer relativ weichen Elastomerschicht befindet und umgekehrt. In diesem Sinne ist also günstigerweise vorgesehen, dass die Elastomerschicht der zwischen der ersten der Schienen und der Schwellenoberseite dieser Schwelle angeordneten Zwischenlage härter als die Elastomerschicht der zwischen der zweiten der Schienen und der Schwellenoberseite dieser Schwelle angeordneten Zwischenlage ist. Durch diese Variation der Härten bzw. Weichheiten sowohl in der Zwischenlage als auch in der Schwellensohle entlang der Längsrichtung der Schwelle, kann in besonders fein abgestimmter Art und Weise eine verbesserte und homogenere Lastabtragung erzielt werden, um so Verkippungen der Schwellen entgegenzuwirken. Besonders bevorzugt kommt diese Variante des erfindungsgemäßen Grundprinzips bei an die letzte durchgehende Schwelle anschließenden Kurzschwellen, aber auch im sogenannten Herzstückbereich der Weiche zum Einsatz.Using the basic principle according to the invention of the at least two elastic planes in the switch, which can be matched to one another accordingly, various special tasks within the switch can be solved better than is possible with the prior art. For example, can a tilting of the sleepers can be better counteracted using the basic principle according to the invention at special points in the switch, for example this is possible in particular in the frog area or in the area of short sleepers within the switch. For this purpose, it is provided in particularly preferred embodiments of the invention that the elastomer layer of the sleeper sole of a respective one of the sleepers has at least two differently soft areas, the harder area of the elastomeric layer of the sleeper sole under a first of the rails and the softer area of the elastomeric layer of the sleeper sole under a second of the rails, the first of the rails and the second of the rails being fixed at a distance from one another on the upper side of the sleeper of the respective sleeper and the elastomer layer of the intermediate layer arranged between the first of the rails and the upper side of the sleeper of this sleeper and the elastomer layer of the intermediate layer between the second of the rails and the intermediate layer arranged on the sleeper top side of this sleeper are differently soft relative to one another. In addition to the principle known per se from the prior art, the elastomer layer of the sleeper sole can also be designed to be differently soft in the longitudinal direction along the sleeper, so that the elastomer layers of the intermediate layers above the sleeper, i.e. on the top of the sleeper, on the in the longitudinal direction of the Threshold to each other distanced places are designed differently hard or soft. It is particularly preferably provided that in the area above a relatively soft area of the elastomer layer of the sleeper sole there is also an intermediate layer with a relatively soft elastomer layer, and vice versa. In this sense, it is advantageously provided that the elastomer layer of the intermediate layer arranged between the first of the rails and the sleeper top of this sleeper is harder than the elastomer layer of the intermediate layer arranged between the second of the rails and the sleeper top of this sleeper. This variation of the hardness or softness both in the intermediate layer and in the sleeper sole along the longitudinal direction of the sleeper can be particularly fine In a coordinated manner, an improved and more homogeneous load transfer can be achieved in order to counteract tilting of the sleepers. This variant of the basic principle according to the invention is particularly preferably used in the case of short sleepers adjoining the last continuous sleeper, but also in the so-called focal area of the switch.
Eine andere Anwendung des oben genannten Grundprinzips der Erfindung bei erfindungsgemäßen Weichen kann auch zur Vermeidung von sprunghaften Übergängen in den elastischen Eigenschaften in Längsrichtung der Weiche also sowohl in Längsrichtung des Hauptgleises als auch des Zweiggleises eingesetzt werden. Hierzu ist in bevorzugten Varianten vorgesehen, dass, in einer Längsrichtung quer, vorzugsweise orthogonal, zu den Schwellen gesehen, die Elastomerschichten der Schwellensohlen von zumindest zwei der aufeinanderfolgend angeordneten Schwellen relativ zueinander unterschiedlich weich und auch die Elastomerschichten der Zwischenlagen auf zumindest zwei der aufeinanderfolgend angeordneten Schwellen relativ zueinander unterschiedlich weich ausgebildet sind, wobei im Falle eines Wechsels der Weichheit der Elastomerschicht der Schwellensohle von einer der Schwellen zu der in der Längsrichtung darauf folgenden Schwelle die Elastomerschichten der Zwischenlagen auf diesen beiden Schwellen gleich weich sind und/oder im Falle eines Wechsels der Weichheit der Elastomerschicht der Zwischenlage von einer der Schwellen zu der in der Längsrichtung darauf folgenden Schwelle die Elastomerschichten der Schwellensohlen unter diesen beiden Schwellen gleich weich sind. Vereinfacht gesprochen ist bei dieser Anwendung des erfindungsgemäßen Grundprinzips also vorgesehen, dass Änderungen in der Weichheit in der Ebene der Schwellenbesohlung nicht gleichzeitig mit Änderungen der Weichheit in der Ebene der Zwischenlagen einhergehen sondern diese Änderungen in Längsrichtung quer zu den Schwellen um zumindest eine Schwelle relativ zueinander versetzt sind. Hierdurch können die Änderungen in den elastischen Eigenschaften entlang der Weiche geglättet bzw. verschmiert werden. Dieses Prinzip wird günstigerweise im gesamten Weichenbereich angewendet. Eine Überlappung über mehrere Schwellen ist günstig. Gemäß dieser Variante des erfindungsgemäßen Grundprinzips ist also vorgesehen, dass Änderungen in der Weichheit bzw. Härte in der Ebene der Zwischenlagen immer zu Änderungen der Weichheit bzw. Härte in der Ebene der Schwellenbesohlung versetzt angeordnet sind.Another application of the above-mentioned basic principle of the invention in turnouts according to the invention can also be used to avoid sudden transitions in the elastic properties in the longitudinal direction of the turnout, i.e. both in the longitudinal direction of the main track and the branch track. For this purpose, it is provided in preferred variants that, viewed in a longitudinal direction transversely, preferably orthogonally, to the sleepers, the elastomer layers of the sleeper soles of at least two of the sleepers arranged one after the other are differently soft relative to one another and also the elastomer layers of the intermediate layers on at least two of the sleepers arranged one after the other are designed to be differently soft relative to each other, with the elastomer layers of the intermediate layers on these two sleepers being equally soft in the event of a change in the softness of the elastomer layer of the sleeper sole from one of the sleepers to the sleeper following in the longitudinal direction and / or in the case of a change in softness of the elastomer layer of the intermediate layer from one of the sleepers to the sleeper following in the longitudinal direction, the elastomer layers of the sleeper soles under these two sleepers are equally soft. Put simply, this application of the basic principle according to the invention provides that changes in the softness in the level of the sleeper soling are not accompanied by changes in the softness in the level of the intermediate layers, but these changes are offset in the longitudinal direction across the sleepers by at least one sleeper relative to one another are. This allows the changes in the elastic properties along the switch to be smoothed or smeared. This principle is favorably implemented in the applied throughout the turnout area. Overlapping over several thresholds is beneficial. According to this variant of the basic principle according to the invention it is provided that changes in the softness or hardness in the plane of the intermediate layers are always offset from changes in the softness or hardness in the plane of the sleeper soling.
Eine andere Anwendung des erfindungsgemäßen Grundprinzips kann zu Verbesserungen im sogenannten Zungenvorrichtungsbereich der Weiche genutzt werden. In diesem sogenannten Zungenvorrichtungsbereich der Weiche ist einerseits zu beachten, dass dort das Schotterbett in der Regel relativ dünn, also mit einer relativ geringen vertikalen Erstreckung und zusätzlich die Schwellen relativ kurz ausgebildet sind. Andererseits kommt es insbesondere in diesem Bereich der Schiene durch das temperaturbedingte Ausdehnen und sich Zusammenziehen der Schienen aber auch durch dort oftmals angeordnete Weichenheizungen zu einem Kräftestau. Beides zusammen führt zu einer Tendenz der Gleise zum seitlichen horizontalen Ausknicken. Um dieser Tendenz entgegenzuwirken, sollte die Schwellenbesohlung im Zungenvorrichtungsbereich relativ plastisch bzw. zähelastisch ausgebildet sein, um so einen möglichst hohen Querverschiebewiderstand im Schotterbett oder auf einer sonstigen Unterlage zu erreichen. Dies führt aber andererseits wieder dazu, dass auch in vertikaler Richtung die elastischen Eigenschaften relativ hart sind. Um dies zu kompensieren, kann vorgesehen sein, dass, insbesondere in einem Zungenvorrichtungsbereich der Weiche, die Elastomerschicht der Zwischenlage auf einer jeweiligen der Schwellen weicher ist als die Elastomerschicht der Schwellensohle unter dieser Schwelle. Durch die relativ weiche Elastomerschicht in der Zwischenlage kann somit eine zur Sicherstellung des benötigten Querverschiebewiderstandes relativ harte Elastomerschicht in der Schwellensohle so kompensiert werden, dass sich in vertikaler Richtung insgesamt das gewünschte elastische Verhalten ergibt. Insbesondere ist günstigerweise vorgesehen, dass, insbesondere in einem Zungenvorrichtungsbereich der Weiche, die Elastomerschichten der Schwellensohle zähelastisch mit einem EPM-Index in einem Bereich von 10% bis 25%, bevorzugt von 10% bis 20%, ausgebildet sind, wobei der EPM-Index wie in der
Weiters ist es günstig, wenn, insbesondere in einem Zungenvorrichtungsbereich der Weiche, die Elastomerschichten der Zwischenlagen eine Steifigkeit in einem Bereich von 20 kN/mm bis 200 kN/mm, vorzugsweise von 40 kN/mm bis 100 kN/mm, aufweisen. Die in den Patentansprüchen 5 bis 10 angegebenen bevorzugten Relationen und Eigenschaften können jeweils für die zumindest eine Elastomerschicht der Schwellensohle und/oder die zumindest eine Elastomerschicht der Zwischenlage, aber auch für die gesamte Schwellensohle und/oder die gesamte Zwischenlage gelten.Furthermore, it is advantageous if, in particular in a tongue device area of the switch, the elastomer layers of the intermediate layers have a stiffness in a range from 20 kN / mm to 200 kN / mm, preferably from 40 kN / mm to 100 kN / mm. The preferred relationships and properties specified in
Weitere Merkmale und Einzelheiten bevorzugter Varianten der Erfindung werden nachfolgend anhand der Figurenbeschreibung beispielhaft erläutert. Es zeigen:
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Fig. 1 eine schematisiert dargestellte erfindungsgemäße Weiche in Form einer sogenannten einfachen Weiche in einer Draufsicht; -
Fig. 2 zeigt einen schematisierten Vertikalschnitt entlang der Schnittlinie AA ausFig. 1 ; -
Fig. 3 zeigt einen schematischen Vertikalschnitt entlang der Schnittlinie BB ausFig. 1 ; -
Fig. 4 zeigt einen schematisierten Vertikalschnitt entlang der Schnittlinie CC ausFig. 1 ; -
Fig. 5 zeigt einen schematisiert dargestellten Vertikalschnitt entlang der Schnittlinie DD ausFig. 1 ; -
Fig. 6 zeigt einen schematisierten Vertikalschnitt entlang der Schnittlinie VV ausFig. 1 ; -
Fig. 7 zeigt einen schematisierten Vertikalschnitt entlang der Schnittlinie ZZ ausFig. 1 und -
Fig. 8 zeigt schematisiert eine alternative Ausgestaltungsform einer Zwischenlage.
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Fig. 1 a schematically illustrated switch according to the invention in the form of a so-called simple switch in a plan view; -
Fig. 2 shows a schematic vertical section along the section line AA fromFig. 1 ; -
Fig. 3 FIG. 11 shows a schematic vertical section along the section line BB from FIGFig. 1 ; -
Fig. 4 shows a schematic vertical section along the section line CC fromFig. 1 ; -
Fig. 5 FIG. 4 shows a schematically illustrated vertical section along the section line DD from FIGFig. 1 ; -
Fig. 6 shows a schematic vertical section along the section line VV fromFig. 1 ; -
Fig. 7 shows a schematic vertical section along the section line ZZ fromFig. 1 and -
Fig. 8 shows schematically an alternative embodiment of an intermediate layer.
Bei der in
Vor und hinter der Weiche sind die Schienen 2 paarweise einander gegenüberliegend auf jeweils einer der Schwellen 4 befestigt. Die Schwellen 4 sind entlang der gesamten Weiche quer und bereichsweise sogar orthogonal zur Längsrichtung 13 sowohl des Stammgleises 3 als auch des Zweiggleises 18 angeordnet. Die Weiche 1 selbst weist den Zungenvorrichtungsbereich 14, den Zwischengleisbereich 15 und den Herzstückbereich 16 auf. Im Zungenvorrichtungsbereich 14 befinden sich die an den Zungenschienengelenken 23 schwenkbar angeordneten Zungenschienen 23. Im Herzstückbereich 16 der Weiche 1 befindet sich das Herzstück 17. Der Zwischengleisbereich 15 der Weiche 1 befindet sich zwischen dem Zungenvorrichtungsbereich 14 und dem Herzstückbereich 16. Im Zwischengleisbereich 15 befinden sich die jeweils starr auf den Schwellen 4 befestigten Zwischenschienen 25. Im Zungenvorrichtungsbereich 14 werden die außen liegenden Schienen 2 auch als Backenschienen 24 bezeichnet. Der Herzstückbereich 16 der Weiche 1 endet auf der vom Zungenvorrichtungsbereich 14 abgewandten Seite mit der letzten durchgehenden Schwelle 20, welche auch häufig als LDS bezeichnet wird. Anschließend folgen sowohl im Bereich des Stammgleises 3 als auch im Bereich des Zweiggleises 18 mehrere sogenannten Kurzschwellen 21, welche aufgrund der gegebenen Platzverhältnisse gegenüber den im Stammgleis 3 und im Zweiggleis 18 verwendeten Schwellen 4 aus Platzgründen einseitig verkürzt ausgebildet sein können.In front of and behind the switch, the
Im Bereich des Herzstücks 17 werden die Schienen 2 häufig als Flügelschienen 26 bezeichnet. Die Schienen 2 im Bereich der Kurzschwellen 21 werden häufig als Anschlussschienen 27 bezeichnet. Im Zwischengleisbereich 15 und dem Herzstückbereich 16 können darüber hinaus, wie an sich bekannt und hier auch eingezeichnet, noch sogenannten Radlenker 19 vorhanden sein. Der bisher geschilderte Aufbau der Weiche 1 aus
Bei den nachfolgend erläuterten
Anstelle des Schotterbetts 28 kann auch ein an sich bekannter fester Unterbau z.B. in Form von Betonplatten oder dergleichen vorhanden sein. Die Schwellensohlen 8 können, insbesondere bei einem festen Unterbau, nicht nur auf der Schwellenunterseite 7 angeordnet sein, sondern auch auf den Seitenflächen der jeweiligen Schwelle 4, vorzugsweise ein Stück weit, nach oben ragen. Insbesondere in diesem Fall können die Schwellensohlen 8 auch als Schwellenschuhe bezeichnet werden. Diese können auch an sich bekannte Schwellenschuheinlegeplatten aufweisen.Instead of the
Abgesehen von
In allen nachfolgend beschriebenen Figuren wurden die Elastomerschichten 9 der Schwellensohlen 8 und auch die Elastomerschichten 10 der Zwischenlagen 6 unterschiedlich schraffiert. Jede Art der Schraffur steht beispielhaft für eine gewisse Härte bzw. Weichheit der jeweiligen Elastomerschicht 9 bzw. 10, wobei es bei der gewählten Darstellung rein um die Verhältnisse relativ zueinander geht. In allen Darstellungen sind die härtesten Elastomerschichten 9 bzw. 10 vertikal strichliert. Mittlere Härtegrade bzw. Weichheiten sind schräg strichliert. Die relativ dazu weichesten Elastomerschichten 9 und 10 sind durch eine horizontale Schraffur gekennzeichnet.In all the figures described below, the elastomer layers 9 of the sleeper soles 8 and also the elastomer layers 10 of the
Ein zweites Beispiel bei dem die Weichheit der Elastomerschichten 9 und 10 sowohl in der Schwellensohle 8 als auch in den Zwischenlagen 6 entlang der Längsrichtung 31 der Schwelle 4 variiert wird, ist in
Bei den bislang anhand der
In den bislang gezeigten Schnitten besteht die Zwischenlage 6 jeweils aus einer einzigen Elastomerschicht 10. Wie eingangs bereits erläutert, kann aber auch die Zwischenlage 6 mehrschichtig und aus verschiedenen Materialien aufgebaut sein. Ein solches Beispiel ist in
Claims (10)
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ATA455/2017A AT520697B1 (en) | 2017-11-21 | 2017-11-21 | soft |
EP18792345.3A EP3714101B1 (en) | 2017-11-21 | 2018-09-06 | Switch |
PCT/AT2018/000069 WO2019100089A1 (en) | 2017-11-21 | 2018-09-06 | Switch |
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EP18792345.3A Division-Into EP3714101B1 (en) | 2017-11-21 | 2018-09-06 | Switch |
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EP3798360A1 true EP3798360A1 (en) | 2021-03-31 |
EP3798360B1 EP3798360B1 (en) | 2023-03-22 |
EP3798360B9 EP3798360B9 (en) | 2023-07-12 |
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US (1) | US11427970B2 (en) |
EP (2) | EP3714101B1 (en) |
CN (2) | CN111630226B (en) |
AT (1) | AT520697B1 (en) |
AU (2) | AU2018371681B2 (en) |
DK (1) | DK3714101T3 (en) |
ES (2) | ES2897484T3 (en) |
FI (1) | FI3798360T3 (en) |
HU (1) | HUE062004T2 (en) |
PL (1) | PL3798360T3 (en) |
PT (1) | PT3714101T (en) |
RU (1) | RU2770640C2 (en) |
WO (1) | WO2019100089A1 (en) |
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DE102020115509A1 (en) * | 2020-06-10 | 2021-12-16 | Het Elastomertechnik Gmbh | Sleeper padding for a concrete component |
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-
2017
- 2017-11-21 AT ATA455/2017A patent/AT520697B1/en not_active IP Right Cessation
-
2018
- 2018-09-06 RU RU2020108461A patent/RU2770640C2/en active
- 2018-09-06 FI FIEP20207942.2T patent/FI3798360T3/en active
- 2018-09-06 PT PT187923453T patent/PT3714101T/en unknown
- 2018-09-06 WO PCT/AT2018/000069 patent/WO2019100089A1/en active Application Filing
- 2018-09-06 EP EP18792345.3A patent/EP3714101B1/en active Active
- 2018-09-06 HU HUE20207942A patent/HUE062004T2/en unknown
- 2018-09-06 ES ES18792345T patent/ES2897484T3/en active Active
- 2018-09-06 ES ES20207942T patent/ES2943310T3/en active Active
- 2018-09-06 PL PL20207942.2T patent/PL3798360T3/en unknown
- 2018-09-06 CN CN201880075517.3A patent/CN111630226B/en active Active
- 2018-09-06 US US16/641,398 patent/US11427970B2/en active Active
- 2018-09-06 DK DK18792345.3T patent/DK3714101T3/en active
- 2018-09-06 AU AU2018371681A patent/AU2018371681B2/en active Active
- 2018-09-06 EP EP20207942.2A patent/EP3798360B9/en active Active
- 2018-09-06 CN CN202111537746.2A patent/CN114457631B/en active Active
-
2023
- 2023-12-11 AU AU2023282176A patent/AU2023282176A1/en active Pending
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EP0552788A1 (en) | 1992-01-22 | 1993-07-28 | BWG Butzbacher Weichenbau GmbH | Sleeper for the rails of a permanent way for rail cars |
AT506772B1 (en) | 2006-05-04 | 2009-12-15 | Walther Carl Gmbh | HANDLE APPROACH DEVICE FOR PISTOLS |
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Also Published As
Publication number | Publication date |
---|---|
EP3798360B9 (en) | 2023-07-12 |
FI3798360T3 (en) | 2023-07-18 |
PT3714101T (en) | 2021-11-12 |
PL3798360T3 (en) | 2023-07-31 |
ES2943310T9 (en) | 2023-08-25 |
AU2018371681B2 (en) | 2024-01-04 |
AU2018371681A1 (en) | 2020-06-11 |
CN114457631A (en) | 2022-05-10 |
AT520697A1 (en) | 2019-06-15 |
WO2019100089A1 (en) | 2019-05-31 |
DK3714101T3 (en) | 2022-01-03 |
ES2897484T3 (en) | 2022-03-01 |
US11427970B2 (en) | 2022-08-30 |
AT520697B1 (en) | 2022-06-15 |
EP3714101A1 (en) | 2020-09-30 |
US20210404121A1 (en) | 2021-12-30 |
RU2770640C2 (en) | 2022-04-19 |
CN111630226A (en) | 2020-09-04 |
RU2022104201A (en) | 2022-04-14 |
EP3798360B1 (en) | 2023-03-22 |
HUE062004T2 (en) | 2023-09-28 |
RU2020108461A3 (en) | 2021-12-22 |
AU2023282176A1 (en) | 2024-01-04 |
CN114457631B (en) | 2024-05-28 |
RU2020108461A (en) | 2021-12-22 |
ES2943310T3 (en) | 2023-06-12 |
EP3714101B1 (en) | 2021-10-20 |
BR112020005614A2 (en) | 2020-09-29 |
CN111630226B (en) | 2022-04-19 |
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