EP3798360B9 - Switch - Google Patents
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- Publication number
- EP3798360B9 EP3798360B9 EP20207942.2A EP20207942A EP3798360B9 EP 3798360 B9 EP3798360 B9 EP 3798360B9 EP 20207942 A EP20207942 A EP 20207942A EP 3798360 B9 EP3798360 B9 EP 3798360B9
- Authority
- EP
- European Patent Office
- Prior art keywords
- sleeper
- elastomer
- layer
- rails
- points
- 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.)
- Active
Links
- 241001669679 Eleotris Species 0.000 claims description 168
- 229920001971 elastomer Polymers 0.000 claims description 132
- 239000000806 elastomer Substances 0.000 claims description 124
- 239000005060 rubber Substances 0.000 claims description 8
- 229920002635 polyurethane Polymers 0.000 claims description 7
- 239000004814 polyurethane Substances 0.000 claims description 7
- 239000000203 mixture Substances 0.000 claims description 2
- 239000010410 layer Substances 0.000 description 184
- 235000019589 hardness Nutrition 0.000 description 9
- 239000000463 material Substances 0.000 description 5
- 239000002184 metal Substances 0.000 description 5
- 230000007704 transition Effects 0.000 description 5
- 238000009499 grossing Methods 0.000 description 4
- 238000006073 displacement reaction Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 230000002349 favourable effect Effects 0.000 description 3
- 239000000835 fiber Substances 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 3
- 230000012447 hatching Effects 0.000 description 2
- 239000004033 plastic Substances 0.000 description 2
- 229920003023 plastic Polymers 0.000 description 2
- 239000002356 single layer Substances 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 229920001875 Ebonite Polymers 0.000 description 1
- 238000013459 approach Methods 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
- 238000005457 optimization Methods 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 239000011148 porous material 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
- E01B7/10—Frogs
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- 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
- 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 according to the preamble of patent claim 1.
- Switches represent crossing points in track systems, where at least one branch track is introduced into or led out of a main track. There are so-called simple points where a branch track is led out of or inserted into a main track. However, there are also so-called crossing switches, where a branch track crosses a main track and leads out over this on both sides.
- the AT 503 772 B1 shows a switch in which sleeper pads with at least one elastomer layer are arranged on the sleeper undersides of the sleepers. Between the rails and the sleepers are located in the AT 503 772 B1 Intermediate layers, which are referred to in this document as fasteners. From the AT 503 772 B1 it is also known to vary the softness or hardness of the sleeper pad over the length of the sleeper.
- the FR 2 410 086 A1 shows generic prior art.
- an elastic intermediate layer is provided between the rail and the sleeper and an elastic sleeper sole is provided under the sleeper.
- the object of the invention is to counteract tilting of the sleeper at specific points in the switch.
- An elastic level is thereby at least one Elastomer layer of the sleeper soles formed.
- 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 optimization that is coordinated with one another by means of both elastic levels.
- the insulation properties of the overall system of the switch can be very precisely adapted to the different requirements occurring in the switch at different locations.
- the deflection can be homogenized over the course of the switch.
- the addition of at least one second elastic level allows a fine tuning of the elastic properties of the switch to the specific tasks to be solved locally within the switch at different points.
- 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 layer of elastomer. However, they can each also have several elastomer layers.
- the sleeper soles as well as the intermediate layers can also have non-elastic components or layers. In the sleeper soles, it can be, for example, as from the AT 506 772 B1 known multi-layer structure with two elastic layers, a reinforcement layer and a random fiber or connecting layer act.
- the intermediate layers can also have metal plates, for example, 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 modulus and/or that in the switch the elastomer layers of at least two different intermediate layers have a have different stiffness from each other.
- the bedding moduli 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 modulus and/or that the stiffness of the elastomer layers of the at least two different intermediate layers by an amount of at least 25% of greater rigidity differ from each other.
- the sleeper soles have areas of different hardness or softness along the longitudinal direction of the sleeper.
- the elastomer layers are, as this term suggests, 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 return to their original, undeformed shape. Provision is particularly preferably made for the elastomer layer of the respective intermediate layer and/or the elastomer layer of the respective sleeper sole to have 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 but also synthetic rubber elastomers. It is preferably foamed polyurethane and/or foamed rubber. Both foamed variants are preferably designed with closed pores.
- the elastomer layer of the respective sleeper sole to have a bedding modulus in the range from 0.02 N/mm3 (Newton 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 modulus is often used to describe the deformation behavior in ballasted track. It describes the relationship between surface pressure and the associated depression. A softer material therefore has a lower bedding modulus and vice versa. In simplified terms, the bedding modulus indicates the surface pressure at which a certain depression occurs.
- the elastomer layer of the respective intermediate layer is favorably stiff 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 /mm, provided. Stiffness could also be referred to as spring index or support point stiffness. It describes the relationship between the base force and the deflection. With softer materials, the rigidity is lower than with relatively harder materials.
- the bedding modulus can be determined, for example, according to DIN 45673, August 2010 edition. Stiffness can be determined according to EN 13146, April 2012 edition.
- the elastomer layer of the sleeper sole of each of the sleepers has at least two differently soft areas, the harder region of the elastomer layer of the sleeper sole under a first rail and the softer region of the elastomer layer of the sleeper sole is arranged under a second of the rails, the first of the rails and the second of the rails being spaced apart from one another and being fastened to 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 arranged between the second of the rails and the upper side of the sleeper of this sleeper differ in softness relative to one another.
- the elastomer layers of the intermediate layers above the sleeper i.e. on the top side of the sleeper on the longitudinal
- the points that are spaced apart from each other on the threshold are designed with different degrees of hardness or softness. Provision is particularly preferably made for an intermediate layer with a relatively soft elastomer layer to be located in the area above a relatively soft area of the elastomer layer of the sleeper sole, and vice versa.
- the elastomer layer of the intermediate layer arranged between the first of the rails and the upper side of the sleeper of this sleeper is harder than the elastomer layer of the intermediate layer arranged between the second of the rails and the upper side of the sleeper of this sleeper.
- This variation of the hardness or softness both in the intermediate layer and in the sleeper base along the longitudinal direction of the sleeper an improved and more homogeneous load transfer can be achieved in a particularly finely tuned manner, in order to counteract tilting of the sleepers.
- the invention is particularly preferably used in the case of short sleepers adjoining the last continuous sleeper, but also in the so-called frog area of the points.
- the elastomer layers of the sleeper soles of at least two of the sleepers arranged one after the other have different softness 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 made differently soft relative to one another, 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 next longitudinal sleeper and/or in the event of a change in softness the elastomer layer of the intermediate layer from one of the sleepers to the following sleeper in the longitudinal direction the elastomer layers
- this application of the basic principle mentioned means that changes in the softness in the plane of the sleeper padding are not accompanied at the same time by changes in the softness in the plane of the intermediate layers, but these changes are offset in the longitudinal direction transverse to the sleepers by at least one sleeper relative to one another are. As a result, the changes in the elastic properties along the switch can be smoothed out or smeared.
- This principle is advantageously used in the entire turnout area. An overlap over several thresholds is favorable. According to this variant of the basic principle mentioned, it is therefore provided that changes in the softness or hardness in the plane of the intermediate layers are always arranged offset to changes in the softness or hardness in the plane of the sleeper pad.
- ballast bed is usually relatively thin, ie with a relatively small vertical extension and, in addition, the sleepers are designed to be relatively short.
- this area of the rail in particular, there is a build-up of forces due to the temperature-related expansion and contraction of the rails, but also due to point heaters that are often arranged there. Both together lead to a tendency for the tracks to buckle horizontally at the side.
- the sleeper pad should be designed to be relatively plastic or tough-elastic in the area of the tongue device, in order to achieve the highest possible resistance to lateral displacement in the ballast bed or on another base.
- the relatively soft elastomer layer in the intermediate layer can thus be used to compensate for a relatively hard elastomer layer in the sleeper sole to ensure the required transverse displacement resistance, so that the overall desired elastic behavior results in the vertical direction.
- the elastomer layers of the sleeper sole are viscoelastic with an EPM index in a range from 10% to 25%, preferably from 10% to 20%, with the EPM index like in the 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 patent claims 5 to 8 can each apply to the at least one elastomer layer of the sleeper sole and/or the at least one elastomer layer the intermediate layer, but also apply to the entire sleeper base and/or the entire intermediate layer.
- FIG. 8 shows a schematic of an alternative embodiment of an intermediate layer.
- Switch 1 shown schematically in a top 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.
- Main track 3 is the track that is used the most.
- Branch track 18 is usually a less frequented track.
- the rails 2 are fastened in pairs opposite one another on one of the sleepers 4 in front of and behind the switch.
- 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 .
- the switch rails 23 pivotably arranged on the switch rail joints 23 are located in the switch device area 14.
- the frog 17 is located in the frog area 16 of the points 1.
- the intermediate track area 15 of the switch 1 is located between the switch device area 14 and the frog area 16.
- the Intermediate rails 25 are each rigidly fastened to the sleepers 4.
- 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 tongue device area 14 with the last continuous sleeper 20, which is also frequently referred to as LDS.
- LDS last continuous sleeper 20
- rails 2 In the area of the frog 17, 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 connection rails 27 .
- check rails 19 In the area between the tracks 15 and the frog area 16, so-called check rails 19 can also be present, as is known per se and is also shown here.
- the structure of switch 1 described so far 1 is known per se and therefore does not need to be explained further.
- rail 2 basically includes all types of rails 2, regardless of whether they are specifically designated and additionally provided with their own reference sign or not.
- Figures 2 to 7 each is a schematized vertical section along the cutting lines mentioned above. It is shown how in the corresponding sections the respective rails 2 rest on the sleeper tops 5 of the sleepers 4 by means of the intermediate layers 6 and how the sleepers 4 rest on a ballast bed 28 via the sleeper soles 8 arranged on their sleeper undersides 7 .
- the way in which the rails 2 and the intermediate layers 6 are fastened to the sleepers 4 is not shown in the illustrations. It can be designed as in the prior art. The same applies to the attachment of the sleeper soles 8 to the sleeper undersides 7 of the sleepers 4.
- the sleeper soles 8 can be arranged not only on the underside 7 of the sleeper, but also on the side surfaces of the respective sleeper 4, preferably projecting a little upwards.
- the sleeper soles 8 can also be referred to as sleeper shoes become. These can also have sleeper shoe insert plates that are known per se.
- both the intermediate layers 6 and the sleeper soles 8 are shown as single-layer bodies in the form of the elastomer layers 10 and 9, respectively. As explained above, this does not have to be the case. Both the intermediate layers 6 and the sleeper pads 8 can also have other layers in addition to their elastomer layers 10 or 9, as has already been explained at the outset and with reference to those explained further below 8 is also described as an 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 degree of hardness or softness of the respective elastomer layer 9 or 10, with the representation chosen being purely about the relationships relative to one another.
- the hardest elastomer layers 9 and 10 are shown with vertical dashed lines. Medium degrees of hardness or softness are diagonally dashed.
- the relatively softest elastomer layers 9 and 10 are identified by horizontal hatching.
- the rails 2 are also referred to as intermediate rails 25.
- the lower elastic level is formed by the elastomeric 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 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 5 are harder than the elastomer layer 9 of the sleeper bottom 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 Fig.1 in the longitudinal direction 13 of the switch 1 by the same threshold as 2 .
- the sleeper 4 shows the vertical section in the frog area 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 loaded eccentrically when a train passes over it, since the train runs either along the main track 3 or along the branch track 18 .
- This inevitably leads to a one-sided load and thus a tendency for the sleepers 4 to tilt in this area.
- the outer regions 11 of the elastomer layer 9 of the sleeper sole 8 are made harder than the central region 12 of the elastomer layer 9 of the sleeper sole 8.
- 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 along the longitudinal direction 31 of the sleeper 4 is also varied.
- the elastomer layer 9 of the sleeper sole 8 of each of the sleepers 4 has at least two differently soft areas 11 and 12, with the harder region 11 of the elastomer layer 9 of the sleeper sole 8 below a first of 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 fixed 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 intermediate layer 6 arranged in the first of the rails 29 and the upper side of the sleeper 5 of this sleeper 4 and the elastomer layer 10 of the intermediate layer 6 arranged between the second of the rails 30 and the upper side of the sleeper 5 of this sleeper 4 have different hardnesses relative to one another, it being specifically provided that the elastomer layer 10 of the intermediate layer 6 arranged between the first
- 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 figure 5 shown.
- This is a vertical section along line DD 1 , i.e. a vertical section of the short sleeper 21 immediately following the last continuous sleeper 20.
- These short sleepers 21 tend to tilt, since they protrude less far beyond 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 differently soft or hard areas 11 and 12 of the elastomer layer 9 of the sleeper sole 8 .
- the additionally present elastomer layers 10 of the intermediate layers 6, i.e. a second elastic level, can be used to achieve further fine-tuning of the elasticity or softness in the longitudinal direction 31 along the sleeper 4, which overall results in an improved and more homogeneous Load transfer also leads in the area of these short sleepers 21, which are shortened on one side.
- a softer intermediate layer 6 is located over a softer area 12 of the sleeper base 8 and a harder intermediate layer 6 is also located over the harder area 11 of the sleeper base 8 .
- the elastomer layers 9 of the sleeper soles 8 of at least two of the successively arranged sleepers 4 should be 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 made differently soft relative to each other, whereby in the case of a change in softness of the elastomer layer 9 of the sleeper sole 8 from one of the sleepers 4 to the next sleeper 4 in the longitudinal direction 13, the elastomer layers 10 of the intermediate layers 6 on these two sleepers 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 next sleeper 4 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 third and fourth and between the fourth and fifth sleepers 4 neither the elasticity of the elastomer layer 9 nor that of the elastomer layer 10 changes, while between the fifth and sixth sleepers 4 the softness of the elastomer layer 9 of the sleeper sole 8 changes, while the Softness of the elastomer layer 10 of the intermediate layer 6 remains the same.
- the softness of the elastomer layer 10 of the intermediate layer 6 is changed, while there is no longer any change in the softness of the elastomer layer 9 of the sleeper sole 8 between these two sleepers 4.
- This principle is advantageously implemented over the entire length of the switch 1, ie both in the main track 3 and in the branch track 18.
- the stiffness of the elastomer layer 10 of the intermediate layer 6 is in the range between 5 and 150 kN/mm for a bedding modulus of the elastomer layer 9 of the sleeper sole 8 in the range from 0.02 to 0.2 N/mm 3 . 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 , then the elastomer layer 10 of the intermediate layer 6 in such variants advantageously has a stiffness in the range from 10 to 200 kN/mm.
- 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 , then the elastomer layer 10 of the intermediate layer 6 advantageously has a stiffness in the range from 15 to 250 kN/mm in the variants mentioned on.
- FIG. 7 shows the section ZZ out 1 in the tongue device area 14.
- sleeper pads 8 are advantageously used here, the elastomer layers 10 of which have tough elastic 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 switch device area 14 are suitably designed to be correspondingly soft.
- the elastomer layers 10 of the intermediate layers 6 advantageously have a stiffness in the range from 20 to 200 kN/mm, preferably from 40 to 100 kN/mm.
- the switch device area 14 of the switch 1 it is therefore advantageously provided that 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 constructed in multiple layers and from different materials.
- Such an example is in 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 increase the area with which the elastomer layer 10 of the intermediate layer 6 is pressed.
- the intermediate layer 6 can have a multi-layer structure. This also applies to the sleeper sole 8, reference being made here in particular to the prior art already mentioned at the outset, which shows multi-layer sleeper soles 8.
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- 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)
Description
Die vorliegende Erfindung betrifft eine Weiche gemäß des Oberbegriffs des Patentanspruchs 1.The present invention relates to a switch according to the preamble of
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.Switches represent crossing points in track systems, where at least one branch track is introduced into or led out of a main track. There are so-called simple points where a branch track is led out of or inserted into a main track. However, there are also so-called crossing switches, where a branch track crosses a main track and leads out over this 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 bei diesem Stand der Technik jeweils eine einzige elastische Ebene im Gesamtaufbau eingesetzt und gegebenenfalls optimiert wird, um dieses Ziel zu erreichen.Various approaches are known in the prior art to ensure smoothing of the rail deflection when a train passes, in particular in the case of points for track systems, with this prior art using a single elastic level in the overall structure and optimizing it if necessary in order to achieve this goal.
Die
Aufgabe der Erfindung ist es, an speziellen Stellen in der Weiche einer Verkippung der Schwelle entgegen zu wirken.The object of the invention is to counteract tilting of the sleeper at specific points in the switch.
Ausgehend vom gattungsgemäßen Stand der Technik schlägt die Erfindung hierfür eine Weiche gemäß Patentanspruch 1 vor.Proceeding from the generic prior art, the invention proposes a switch according to
Bei der Erfindung werden nicht nur eine sondern mindestens zwei, in Einbaustellung gesehen, in vertikaler Richtung voneinander distanzierte elastische Ebenen realisiert, 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 the case of the invention, not only one but at least two elastic planes, which are spaced apart from one another in the vertical direction when viewed in the installed position, are realized in order to improve the smoothing of the rail depression when a train passes over the points. An elastic level is thereby at least one Elastomer layer of the sleeper soles formed. 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 optimization that is coordinated with one another by means of both elastic levels. As a result, the insulation properties of the overall system of the switch can be very precisely adapted to the different requirements occurring in the switch at different locations. The deflection can be homogenized over the course of the switch. The addition of at least one second elastic level allows a fine tuning of the elastic properties of the switch 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 modulus and/or that in the switch the elastomer layers of at least two different intermediate layers have a have different stiffness from each other. In terms of difference, it is advantageously provided that the bedding moduli 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 modulus and/or that the stiffness of the elastomer layers of the at least two different intermediate layers by an amount of at least 25% of greater rigidity differ from each other.
Insbesondere die Schwellensohlen weisen entlang der Längsrichtung der Schwelle unterschiedlich harte oder weiche Bereiche auf.In particular, the sleeper soles have areas of different hardness or softness along the longitudinal direction of the sleeper.
Es kann sich dabei um eine einzige durchgehende Schwellensohle, aber auch um voneinander getrennte Abschnitte, welche zusammen die Schwellensohle bilden, handeln.This can be a single continuous sleeper sole, but also separate sections which together form the sleeper sole.
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.The elastomer layers are, as this term suggests, 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 return to their original, undeformed shape. Provision is particularly preferably made for the elastomer layer of the respective intermediate layer and/or the elastomer layer of the respective sleeper sole to have 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 but also synthetic rubber elastomers. It is preferably 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.Provision is preferably made for the elastomer layer of the respective sleeper sole to have a bedding modulus in the range from 0.02 N/mm3 (Newton 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. Er 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 modulus is often used to describe the deformation behavior in ballasted track. It describes the relationship between surface pressure and the associated depression. A softer material therefore has a lower bedding modulus and vice versa. In simplified terms, the bedding modulus indicates the surface pressure at which a certain depression occurs.
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.The elastomer layer of the respective intermediate layer is favorably stiff 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 /mm, provided. Stiffness could also be referred to as spring index or support point stiffness. It describes the relationship between the base force and the deflection. With softer materials, the rigidity is lower than with 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 modulus can be determined, for example, according to DIN 45673, August 2010 edition. Stiffness can be determined according to EN 13146, April 2012 edition.
Unter Verwendung des 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 dieses 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 gemäß 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 ist 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, 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 die Erfindung bei an die letzte durchgehende Schwelle anschließenden Kurzschwellen, aber auch im sogenannten Herzstückbereich der Weiche zum Einsatz.Using the basic principle of at least two elastic planes in the switch, which can be matched to one another, various special tasks within the switch can be solved better than is possible with the prior art. For example, by using this basic principle, tilting of the sleepers can be better counteracted 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 according to the invention that the elastomer layer of the sleeper sole of each of the sleepers has at least two differently soft areas, the harder region of the elastomer layer of the sleeper sole under a first rail and the softer region of the elastomer layer of the sleeper sole is arranged under a second of the rails, the first of the rails and the second of the rails being spaced apart from one another and being fastened to 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 arranged between the second of the rails and the upper side of the sleeper of this sleeper differ in softness relative to one another. In addition to the principle known from the prior art of designing the elastomer layer of the sleeper sole with different degrees of softness in the longitudinal direction along the sleeper, it is also provided that the elastomer layers of the intermediate layers above the sleeper, i.e. on the top side of the sleeper on the longitudinal The points that are spaced apart from each other on the threshold are designed with different degrees of hardness or softness. Provision is particularly preferably made for an intermediate layer with a relatively soft elastomer layer to be located in the area above a relatively soft area of the elastomer layer of the sleeper sole, and vice versa. In this sense, it is therefore advantageously provided that the elastomer layer of the intermediate layer arranged between the first of the rails and the upper side of the sleeper of this sleeper is harder than the elastomer layer of the intermediate layer arranged between the second of the rails and the upper side of the sleeper of this sleeper. This variation of the hardness or softness both in the intermediate layer and in the sleeper base along the longitudinal direction of the sleeper, an improved and more homogeneous load transfer can be achieved in a particularly finely tuned manner, in order to counteract tilting of the sleepers. The invention is particularly preferably used in the case of short sleepers adjoining the last continuous sleeper, but also in the so-called frog area of the points.
Eine andere Anwendung des oben genannten Grundprinzips 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 genannten 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 genannten 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 basic principle mentioned above can also be used to avoid abrupt transitions in the elastic properties in Longitudinal direction of the switch so be used both in the longitudinal direction of the main track and the branch track. For this purpose, in preferred variants it is provided that, seen 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 have different softness 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 made differently soft relative to one another, 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 next longitudinal sleeper and/or in the event of a change in softness the elastomer layer of the intermediate layer from one of the sleepers to the following sleeper in the longitudinal direction the elastomer layers of the sleeper soles under these two sleepers are equally soft. To put it simply, this application of the basic principle mentioned means that changes in the softness in the plane of the sleeper padding are not accompanied at the same time by changes in the softness in the plane of the intermediate layers, but these changes are offset in the longitudinal direction transverse to the sleepers by at least one sleeper relative to one another are. As a result, the changes in the elastic properties along the switch can be smoothed out or smeared. This principle is advantageously used in the entire turnout area. An overlap over several thresholds is favorable. According to this variant of the basic principle mentioned, it is therefore provided that changes in the softness or hardness in the plane of the intermediate layers are always arranged offset to changes in the softness or hardness in the plane of the sleeper pad.
Eine andere Anwendung des genannten 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 8 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 favorable if, particularly in a switch device area of the points, 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 patent claims 5 to 8 can each apply to the at least one elastomer layer of the sleeper sole and/or the at least one elastomer layer the intermediate layer, but also apply to the entire sleeper base and/or the entire intermediate layer.
Weitere Merkmale und Einzelheiten bevorzugter Varianten der Erfindung werden nachfolgend anhand der Figurenbeschreibung beispielhaft erläutert. Es zeigen:
-
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 W ausFig. 1 ; -
Fig. 7 zeigt einen schematisierten Vertikalschnitt entlang der Schnittlinie ZZ ausFig. 1 und
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1 a switch according to the invention shown schematically in the form of a so-called simple switch in a plan view; -
2 shows a schematic vertical section along thesection line AA 1 ; -
3 shows a schematic vertical section along thesection line BB 1 ; -
4 shows a schematic vertical section along thesection line CC 1 ; -
figure 5 shows a schematized vertical section along thesection line DD 1 ; -
6 shows a schematic vertical section along the section line W from1 ; -
7 shows a schematic vertical section along thesection line ZZ 1 and
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.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
- 11
- Weichesoft
- 22
- Schienerail
- 33
- Stammgleismain track
- 44
- Schwellethreshold
- 55
- Schwellenoberseitesill top
- 66
- Zwischenlageliner
- 77
- Schwellenunterseitesill bottom
- 88th
- Schwellensohlesleeper pad
- 99
- Elastomerschichtelastomer layer
- 1010
- Elastomerschichtelastomer layer
- 1111
- BereichArea
- 1212
- BereichArea
- 1313
- Längsrichtunglongitudinal direction
- 1414
- Zungenvorrichtungbereichtongue device area
- 1515
- Zwischengleisbereichintermediate track area
- 1616
- Herzstückbereichcore area
- 1717
- Herzstückheart
- 1818
- Zweiggleisbranch track
- 1919
- Radlenkercheck handlebar
- 2020
- LDSLDS
- 2121
- Kurzschwelleshort threshold
- 2222
- Zungenschienentongue splints
- 2323
- Zungenschienengelenktongue splint joint
- 2424
- Backenschienenstock rails
- 2525
- Zwischenschienenintermediate rails
- 2626
- Flügelschienenwing rails
- 2727
- Anschlussschienenconnecting rails
- 2828
- Schotterbettgravel bed
- 2929
- erste Schienefirst rail
- 3030
- zweite Schienesecond rail
- 3131
- Längsrichtunglongitudinal direction
- 3232
- Metallplattemetal plate
Claims (8)
- Points (1) for a track system for rail vehicles, wherein the points (1) have rails (2) and a sequence of sleepers (4), and at least two of the rails (2) are fastened in each case on a sleeper upper side (5) of the respective sleeper (4) such that they are opposite each other in pairs, and an intermediate layer (6) is arranged in each case between a respective one of the rails (2). and the respective sleeper upper side (5), and the sleepers (4) each have a respective sleeper pad (8) on sleeper undersides (7), which are opposite their respective sleeper upper sides (5), and the sleeper pads (8) each have at least one elastomer layer (9), and the intermediate layers (6) each have at least one elastomer layer (10), characterized in that the elastomer layer (9) of the sleeper pad (8) of a respective one of the sleepers (4) has at least two regions (11, 12) with different softnesses, wherein the harder region (11) of the elastomer layer (9) of the sleeper pad (8) is arranged under a first of the rails (2, 29) and the softer region (12) of the elastomer layer (9) of the sleeper pad (8) is arranged under a second of the rails (2, 30), wherein the first of the rails (2, 29) and the second of the rails (2, 30) are fastened at a distance from each other on the sleeper upper side (5) of the respective sleeper (4), and the elastomer layer (10) of the intermediate layer (6) arranged between the first of the rails (2, 29) and the sleeper upper side (5) of this sleeper (4) and the elastomer layer (10) of the intermediate layer (6) arranged between the second of the rails (2, 30) and the sleeper upper side (5) of this sleeper (4) have a different softness relative to each other.
- Points (1) according to Claim 1, characterized in that, in the points (1), the elastomer layers (9) of at least two different sleeper pads (8) have a mutually different bedding modulus, and/or in that, in the points (1), the elastomer layers (10) of at least two different intermediate layers (6) have a mutually different stiffness.
- Points (1) according to Claim 1 or 2, characterized in that the elastomer layer (9) of the respective sleeper pad (8) has a bedding modulus in the range of 0.02 N/mm3 to 0.6 N/mm3, preferably 0.1 N/mm3 to 0.5 N/mm3, particularly preferably 0.15 N/mm3 to 0.4 N/mm3, and/or in that the elastomer layer (10) of the respective intermediate layer (6) has a stiffness in the range of 5 kN/mm to 1000 kN/mm, preferably 10 kN/mm to 300 kN/mm, particularly preferably 20 kN/mm to 200 kN/mm.
- Points (1) according to one of Claims 1 to 3, characterized in that the elastomer layer (10) of the respective intermediate layer (6) and/or the elastomer layer (9) of the respective sleeper pad (8) comprises or consists of polyurethane or rubber, preferably expanded polyurethane or rubber, or a mixture containing polyurethane and/or rubber, preferably expanded polyurethane and/or rubber.
- Points (1) according to one of Claims 1 to 4, characterized in that the elastomer layer (10) of the intermediate layer (6) arranged between the first of the rails (2, 29) and the sleeper upper side (5) of this sleeper (4) is harder than the elastomer layer (10) of the intermediate layer (6) arranged between the second of the rails (2, 30) and the sleeper upper side (5) of this sleeper (4).
- Points (1) according to one of Claims 1 to 5, characterized in that, in particular in a switch area (14) of the points (1), 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 pad (8) under this sleeper (4).
- Points (1) according to one of Claims 1 to 6, characterized in that, in particular in a switch area (14) of the points (1), the elastomer layers (9) of the sleeper pad (8) are designed to be viscoplastic with an EPM index in a range of 10% to 25%, preferably 10% to 20%.
- Points (1) according to one of Claims 1 to 7, characterized in that, in particular in a switch area (14) of the points (4), the elastomer layers (10) of the intermediate layers (6) have a stiffness in a range of 20 kN/mm to 200 kN/mm, preferably 40 kN/mm to 100 kN/mm.
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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Application Number | Title | Priority Date | Filing Date |
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EP18792345.3A Division EP3714101B1 (en) | 2017-11-21 | 2018-09-06 | Switch |
EP18792345.3A Division-Into EP3714101B1 (en) | 2017-11-21 | 2018-09-06 | Switch |
Publications (3)
Publication Number | Publication Date |
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EP3798360A1 EP3798360A1 (en) | 2021-03-31 |
EP3798360B1 EP3798360B1 (en) | 2023-03-22 |
EP3798360B9 true EP3798360B9 (en) | 2023-07-12 |
Family
ID=63962982
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EP18792345.3A Active EP3714101B1 (en) | 2017-11-21 | 2018-09-06 | Switch |
EP20207942.2A Active EP3798360B9 (en) | 2017-11-21 | 2018-09-06 | Switch |
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Application Number | Title | Priority Date | Filing Date |
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EP18792345.3A Active EP3714101B1 (en) | 2017-11-21 | 2018-09-06 | Switch |
Country Status (13)
Country | Link |
---|---|
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) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102020115509A1 (en) * | 2020-06-10 | 2021-12-16 | Het Elastomertechnik Gmbh | Sleeper padding for a concrete component |
Family Cites Families (20)
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FR2410086A1 (en) * | 1977-11-25 | 1979-06-22 | Ferroviaires Soc | Railway points support system on concrete foundation - has sleepers on elastic pads with metal plates connecting rails to sleepers |
US4609144A (en) * | 1984-04-27 | 1986-09-02 | Stedef S.A. | Railroad tie cover |
DE4201631A1 (en) | 1992-01-22 | 1993-07-29 | Butzbacher Weichenbau Gmbh | THRESHOLD FOR RAILS OF A STRUCTURE FOR RAIL VEHICLES |
FR2705108B1 (en) * | 1993-05-10 | 1995-08-04 | Allevard Sa | DEVICE FOR SUPPORTING AND SETTING A RAILWAY RAIL. |
CN2371218Y (en) * | 1998-11-06 | 2000-03-29 | 朱锦煜 | Reinforcing device for railway switch |
DE19911467A1 (en) * | 1999-03-15 | 2000-09-21 | Knape Vermoegensverwaltungs Gm | Track construction with insulated / elastic mounting of rails on a support layer formed around insulating material / elastic material |
EP1288370A1 (en) | 2001-08-28 | 2003-03-05 | Rhomberg Bau GmbH | Tie block, tie block sleeper unit, method and mould for producing a tie block or a block sleeper unit, railway track superstructure, and method for correcting the height of a ballastless railway track |
US7152807B2 (en) * | 2004-08-24 | 2006-12-26 | Nevins James H | Pre-fastened rail pad assembly and method |
DE102006020732B4 (en) | 2006-05-04 | 2008-05-21 | Carl Walther Gmbh | Handle attachment device for pistols |
AT503772B1 (en) * | 2006-05-19 | 2008-06-15 | Getzner Werkstoffe Holding Gmbh | SOFT FOR A RAILING SYSTEM FOR RAIL VEHICLES |
AT503436B1 (en) * | 2006-08-09 | 2007-10-15 | Getzner Werkstoffe Holding Gmbh | Railway track for use at top of bridge for high-speed train has superstructure having first zone with value of ballast coefficient of at least one elastic layer that is smaller than inside of second zone |
FR2906269B1 (en) * | 2006-09-22 | 2008-12-19 | Alstom Transport Sa | RAILWAY TRAVERSE |
JP4878996B2 (en) * | 2006-11-20 | 2012-02-15 | 大和グラビヤ株式会社 | Railway rail support pad |
CN201099820Y (en) * | 2007-10-25 | 2008-08-13 | 中铁宝桥股份有限公司 | Cross frog heel flexible fastening system |
AT506529B1 (en) | 2008-03-06 | 2010-05-15 | Getzner Werkstoffe Holding Gmbh | THRESHOLD SOLE |
RU2382844C1 (en) * | 2008-12-18 | 2010-02-27 | Открытое Акционерное Общество "Российские Железные Дороги" | Method for manufacturing of reinforced concrete sleeper or reinforced concrete point switch bar with elastic base |
DE202009001787U1 (en) * | 2009-02-12 | 2009-04-09 | Getzner Werkstoffe Holding Gmbh | Continuous elastic storage of tram rails, especially in the points area |
TW201344010A (en) * | 2012-02-06 | 2013-11-01 | Voestalpine Bwg Gmbh | Track section for a rail and method for increasing the elastic bedding |
DE102015205484A1 (en) * | 2014-04-01 | 2015-10-01 | Rst-Reil Systems And Technologies Gmbh | Arrangement of intersecting or intersecting tracks for rail vehicles |
DE102014116905A1 (en) | 2014-11-19 | 2016-05-19 | Getzner Werkstoffe Holding Gmbh | sleeper pad |
-
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
Also Published As
Publication number | Publication date |
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FI3798360T3 (en) | 2023-07-18 |
PT3714101T (en) | 2021-11-12 |
PL3798360T3 (en) | 2023-07-31 |
ES2943310T9 (en) | 2023-08-25 |
EP3798360A1 (en) | 2021-03-31 |
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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