EP3420133A1 - Rail fixing system - Google Patents
Rail fixing systemInfo
- Publication number
- EP3420133A1 EP3420133A1 EP17704260.3A EP17704260A EP3420133A1 EP 3420133 A1 EP3420133 A1 EP 3420133A1 EP 17704260 A EP17704260 A EP 17704260A EP 3420133 A1 EP3420133 A1 EP 3420133A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- intermediate layer
- fastening system
- guide plate
- rail
- rail fastening
- 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 description 26
- 238000004519 manufacturing process Methods 0.000 claims description 5
- 238000001125 extrusion Methods 0.000 claims description 3
- 238000000034 method Methods 0.000 claims description 3
- 238000000748 compression moulding Methods 0.000 claims description 2
- 238000001746 injection moulding Methods 0.000 claims description 2
- 238000004080 punching Methods 0.000 claims description 2
- 238000006073 displacement reaction Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 238000009434 installation Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 230000001419 dependent effect Effects 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 206010000496 acne Diseases 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Classifications
-
- 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
- E01B9/02—Fastening rails, tie-plates, or chairs directly on sleepers or foundations; Means therefor
Definitions
- the present invention relates to a rail fastening system for railway superstructure, to an intermediate layer, to an angled guide plate and to a method for producing an intermediate layer for a rail fastening system.
- Liners are used for almost all rail fastening systems in railway superstructure.
- variants are preferred by the railway operators in which the entire system (clamp, angle guide plate, intermediate layer, etc.) is already completely positioned or preassembled on the railway sleeper.
- the intermediate layers must either be glued manually to the threshold in the sleeper or the intermediate layers must have elaborate retaining elements so that they are not lost during transport from the sleeper manufacturer or from the sleeper to the installed parts on the track. Both are expensive and require additional time and expense.
- a rail fastening system for the railway superstructure comprises an intermediate layer and at least one angled guide plate which are arranged side by side transversely to a rail direction in an installed state, wherein the angle guide plate has at least one holding element, and wherein the intermediate layer has at least one contact region, and wherein the at least one holding element in Installation state is designed to fix the intermediate layer over the at least one contact area.
- preassembled (rail) fastening systems are preferred by the railway operators, with an attachment system comprising an intermediate layer with at least one angled guide plate, expediently two.
- the angle guide plates, the intermediate layer and the corresponding holding parts should therefore preferably already be preassembled on the threshold when this is delivered to the installation site.
- the intermediate layers have been previously laboriously glued to the sleeper in the sleeper plant, which entails additional costs.
- the intermediate layers known from the prior art have form-fitting, expensive holding elements, so that the intermediate layers are not lost during transport.
- the great advantage of the invention consists in the fact that the intermediate layer has the at least one contact region, wherein the at least one contact region is designed to cooperate with at least one retaining element of the angled guide plate when the angled guide plate and the intermediate layer in the installed state, ie z.
- “Side by side” can mean both that the two components touch and / or overlap and that they are arranged at a certain distance from each other in that a force is applied to the contact area substantially transversely to a track plane by the retaining element, wherein the force can be described as, for example, vertical, compressive force or holding force, which of the Retaining element acts on the contact area or is transferred from the holding element to the contact area.
- the "fixing" is thus to be understood as holding or clamping, thus thus causing a positive and / or non-positive fit
- the railway sleeper has two substantially W-shaped recesses, in each of which two matching angled guide plates, for example made of steel or plastic are inserted between the angled guide plates while the rail is on the intermediate layer, which is preferably made of plastic, directly with their entire foot width
- so-called W clamps are arranged on the angled guide plates.
- the angle guide plates and the W clamps are each screwed into corresponding (plastic) dowels of the railway sleeper using two sleeper screws held together by the W-clamps above the threshold
- the angle guide plates are fastened to the railway sleeper by screwing.
- the essentially vertical holding force can advantageously be transferred to the intermediate layer at the same time.
- the angle guide plate rests at least partially, preferably completely, with one side directly on the threshold.
- the angle guide plate rests directly on the threshold.
- the intermediate layer is arranged between the holding element and the threshold and the intermediate layer is substantially flush with the rail when viewed in the transverse direction.
- the angle guide plate has a holding element as a transversely projecting projection, wherein the projection between 5 mm and 30 mm, preferably between 10 mm and 20 mm and especially preferably protrudes between 1 1 mm and 15 mm in the transverse direction.
- a holding element projecting sufficiently into the region of the intermediate layer can be provided without the holding element covering the intermediate layer too far and thus impairing the actual functionality of the intermediate layer.
- the rail fastening system is preassembled on the railway sleeper.
- the intermediate layer and the angled guide plate are pre-mounted on the railway sleeper, wherein the angle guide plate additionally has the functionality to fix the intermediate layer already in the preassembled state.
- the holding element is formed as compared to a main body of the angled guide plate offset in height projection or collar and whose height corresponds substantially to the height of the base body.
- the heights within a tolerance range of 15% match and the height is measured in the installed state in a direction perpendicular to the rail direction, preferably vertical direction.
- the design as height-offset retaining element can realize an overhang, which can be used for fixing the intermediate layer.
- the contact region and / or the retaining element extend at least in sections transversely and / or along the rail direction.
- both the contact region and the holding element are formed by the intermediate layer or by the angled guide plate itself. So it is not about additional components or additional elements, which only later attached to the intermediate layer or to the angled guide plate or must be mounted.
- a plurality of contact areas and / or holding elements may be provided along the rail direction, for example two, three, four, five or even more. The number of contact areas and the holding elements also does not have to match.
- a contact region could be formed, which extends over an entire length of the intermediate layer along the rail direction.
- the rail fastening system comprises an intermediate layer and two angle guide plates, which can be arranged or arranged next to the intermediate layer.
- the intermediate layer may preferably have at least two contact regions, which are arranged symmetrically with respect to a symmetry line of the intermediate layer, which runs parallel to the rail direction.
- the intermediate layer is formed axially symmetrical with respect to a center line / line of symmetry, which runs parallel to the track direction.
- the contact region of the intermediate layer has a contact surface which is offset by a distance from a surface or arrangement surface of the intermediate layer which is designed for the arrangement of a rail.
- the arrangement surface of the intermediate layer is the surface on which a rail of the rail rests.
- the intermediate layer also has an underside, wherein the arrangement of the intermediate layer at the railway sleeper takes place via the underside.
- the distance of the contact surface from the placement surface is about 1-8 mm, preferably about 2-5 mm. The distance or its dimensioning is expediently dependent on a thickness or a total thickness of the intermediate layer.
- a ratio of a size of the gap to a total thickness of the liner is in a range of about 0.1-0.8, more preferably in a range of about 0.2-0.6.
- the distance causes the contact surface can be positioned very freely, for example, in an area below the rail foot.
- the clearance advantageously provides a disposition space into which the retainer of the angled guide plate can penetrate to cooperate with the contact surface.
- Such an offset contact surface or offset contact surfaces allow intermediate layers, which are characterized by an extremely low material use. In a plan view, such an intermediate layer, for example, no greater extent than a known from the prior art. In particular, z. B. such an intermediate layer laterally not the rail arranged thereon, so is not wider than this.
- the holding element of the angle guide plate is formed in this case so that it at least partially forms the arrangement surface (mit-). Due to the fact that the contact surface is offset from the arrangement surface and arranged below the rail foot, the holding element can be arranged between the rail foot and the intermediate layer. Conveniently, in this case, the holding element, in particular with its upper side, at least partially encompass or form the arrangement surface.
- the rail foot then does not lie exclusively on the intermediate layer but at least partially also on the angle guide plate or on the angled guide plates in the outermost edge regions.
- the angled guide plate on an underside, which is designed to rest against the railway sleeper, wherein the holding element has a holding portion which is offset from the underside by a distance.
- the distance is according to various embodiments in a range of about 1 -12 mm, preferably about 2-10 mm.
- the contact region is thus formed as a recess or pocket on / or on an upper side of the intermediate layer.
- the holding element is designed such that it can engage in the recess or pocket.
- the retaining element is also formed as a pocket or recess in / on a bottom of the angled guide plate.
- the contact area is designed so that it can interact with the pocket / undercut.
- the holding area is flat, line-shaped and / or point / circular. Different shapes can also be combined, so that, for example, one holding area is flat and another line-shaped is formed, etc. Thus, between the holding area and the contact area, for example.
- a line contact or a point contact are made.
- the holding region is substantially planar. The same applies to the contact surface.
- the contact region of the intermediate layer can also be designed such that it can engage in the holding region of the angled guide plate, for example in that the holding region and the contact region each have a correspondingly designed sawtooth profile. By such a gearing effect, the holding effect can be significantly increased again.
- This profiling is preferably carried out parallel to the track axis or rail direction. Preferably, such a profiling can already be mitgeformt in an extrusion of the intermediate layer.
- the contact surface and / or the holding surface can therefore have a structured surface, for example comprising knobs, extensions, grooves or the like.
- a structured surface for example comprising knobs, extensions, grooves or the like.
- the contact region may be formed such that it is softer than the holding element. In this case, when fixing the intermediate layer, a certain deformation of the contact region or of the contact surface can therefore be permitted, as a result of which an even easier and more reliable fixing becomes possible.
- the contact region and / or the holding element are formed as projections. For both the angled guide plate and for the liner is that a projection z. B.
- the intermediate layer per side (with respect to its line of symmetry) has two trained as projections contact areas which extend transversely to the rail direction and which are arranged offset at a distance along the rail direction, that between the angle guide plate can be arranged, in particular z , B. can be arranged in a form-fitting manner.
- the distance is z. In a range of about 5 to 20 cm, preferably in a range of about 8 to 16 cm.
- the angle guide plate expediently has two holding elements, which are designed as extensions which extend along the rail direction. Due to the arrangement of the angled guide plate between the contact areas of the intermediate layer advantageously an inadvertent displacement of the intermediate layer in the rail direction is prevented.
- Both the contact surface and the planar holding region are preferably formed essentially flat and parallel to the track plane.
- the retaining element could also be formed as pockets or recesses on the underside of the angled guide plate. With a corresponding design, if the pocket / recess is thus not continuous along the rail direction, for example, but is adapted to the shape of the contact region, this also prevents displacement of the intermediate layer along the rail direction.
- the contact region and the holding element also have correspondingly shaped stops / walls, which prevent a displacement of the two components in the rail direction.
- the planar holding region and the contact surface are also formed inclined to the track plane.
- the contact region of the intermediate layer may be formed, for example, like a ramp, which rises from the bottom to the arrangement surface. In cross section, the contact area then has a substantially triangular shape. Congruent to a corresponding holding element is then formed, which also has a triangular shape in cross-section substantially. In this case, the holding area need not be offset by the aforementioned distance.
- the intermediate layer can also be made thicker in the region of the contact surface to the outside to reinforce the holding effect, the "outward" is to be understood with respect to a track center.
- the contact region of an intermediate layer is formed as a pocket, undercut or recess in a side wall of the intermediate layer.
- This can be the side wall oriented towards the rail. However, it may also be the side wall or the side walls, which run transversely to the rail direction.
- Such a pocket, undercut or such a recess may, for example, be formed as a bore into which a correspondingly formed retaining element then engages. This concept can also be reversed by z.
- the angle guide plate has a pocket, undercut or a recess in a side wall into which a correspondingly formed contact area of the intermediate layer can engage.
- the arrangement surface of the intermediate layer can at least partially form the contact region.
- the holding element for example, has a linear holding area, this can be designed such that it can fix the intermediate layer at its outermost edge below the rail foot.
- the holding element is designed as a kind of extension or projection which extends transversely to the rail direction and in the direction of the arrangement surface.
- the linear holding region extends along the rail direction.
- the invention also relates to an intermediate layer for a rail fastening system, comprising at least one contact region, which is designed for fixing the intermediate layer by an angle guide plate.
- the invention relates to an angle guide plate for a rail fastening system, comprising at least one holding element, which is designed to fix an intermediate layer, in particular to clamp.
- the invention is further directed to a method of making a liner for a rail fastening system comprising the steps of:
- the intermediate layer such that a contact region is formed, via which the intermediate layer is fixed by an angle guide plate, in particular clamped, can be.
- the invention is also a method for mounting a rail fastening system, in particular a rail fastening system according to the invention, and a railway sleeper comprising the steps:
- Fig. 1 shows an embodiment of a rail fastening system in a
- FIG. 2a is a side view of an embodiment of a rail fastening system
- FIG. 2b shows a variant of the embodiment according to FIG. 2a
- 3 is a perspective view of an installation state of a rail fastening system
- 4 is a side view of another embodiment of a rail fastening system
- Fig. 5 is a side view of another embodiment of a rail fastening system.
- Fig. 1 shows an embodiment of a rail fastening system in a plan view. Shown are an angled guide plate 40 and at least partially an intermediate layer 20. Sketched are a rail direction or track direction S, along which the rail, which can not be seen here, runs.
- the angle guide plate 40 has two holding elements 42 formed as projections which each extend along the rail direction S.
- the intermediate layer 20 has two contact areas 22, which are also formed as projections are, however, which extend substantially transversely to the rail direction S.
- the two contact regions 22 are arranged along the rail direction S at a distance a from one another. Between the two contact areas 22, the angle guide plate 40 is arranged so that a displacement along the rail direction S is advantageously prevented. In the plan view, contact surfaces 24 of the contact regions 22 can be seen.
- the (vertical) clamping, pressure or holding force of the holding elements 42 is initiated. Not shown is the W-clamp (in pre-assembly position), through which the angle guide plate is pressed onto the threshold or on the intermediate layer. Only then will we reach the holding force of the intermediate layer.
- FIG. 2 a shows a side view of an embodiment of a rail fastening system, in particular one, as shown for example in FIG. 1.
- An angle guide plate 40 is formed here for the superstructure W.
- the angle guide plate 40 has a holding element 42 which extends along a rail direction S (see also FIG.
- the holding element 42 has a flat holding region 44, which in the embodiment shown here comprises knobs or projections 50.
- the holding portion 44 is flat or flat and has a distance X40 relative to a bottom 46 of the angle guide plate 40.
- the arrangement of the angle guide plate 40 takes place at a railway sleeper, not shown. Only slightly indicated in the left image area is an intermediate layer 20, which has a contact region 22.
- the contact region 22 has a contact surface 24 into which the knobs or projections 50 engage.
- the contact region 22 is designed with respect to its material properties or material properties such that it allows deformation. Not shown is the W-clamp (in pre-assembly position), through which the angle guide plate is pressed onto the threshold or on the intermediate layer. Only then we reached the holding force of the intermediate layer.
- FIG. 2b essentially corresponds to the embodiment according to FIG. 2a.
- a contact region 22 does not have a constant thickness here.
- a thickness of the contact region 22 is outwardly, relative to a (not sketched here) track center, larger.
- the contact surface 24 is therefore formed obliquely, whereby the holding effect can be enhanced.
- FIG. 3 shows a perspective view of an installed state of a rail fastening system on a railway sleeper 14. It shows an intermediate layer 20 which extends along a rail direction or track direction S.
- the intermediate layer 20 is held by two angle guide plates 40, on which appropriate (W) clamps are arranged.
- the intermediate layer 20, viewed from above, has essentially an H-shape, which is formed by the contact regions 22 formed as projections.
- the contact regions 22, which extend essentially transversely to the rail direction S, are held by corresponding retaining elements 42 of the angled guide plates 40. From this arrangement it is very quickly clear that such a trained intermediate layer 20 during transport of the railway sleeper 14 can no longer slip or even lost.
- FIG. 4 shows a further embodiment of a rail fastening system comprising an intermediate layer 20 and an angled guide plate 40.
- the intermediate layer 20 is arranged on a railway sleeper 14 and has an arrangement surface 26 which serves to arrange a rail or rail foot 10.
- the rail 10 extends along a rail direction S.
- the angle guide plate 40 has an underside 46, via which it is arranged on the railway sleeper 14.
- a holding element 42 has, in the embodiment shown here, a line-shaped holding region 44 which extends along the rail direction S. This represents a very space-saving design, since the intermediate layer 20 here forms a contact region 22 with a corresponding contact surface 24 directly on its arrangement surface 26.
- 5 shows a further embodiment of a rail fastening system comprising an angle guide plate 40 and an intermediate layer 20.
- the angle guide plate 40 has a holding element 42 with a holding portion 44 which is offset by a distance o from a bottom 46.
- the intermediate layer 20 has a contact region 22 whose contact surface 24 is offset by a distance X20 from an arrangement surface 26 on which a rail 10 is arranged.
- the holding element 42 forms part or regions of the arrangement surface 26, as it were.
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Railway Tracks (AREA)
- Connection Of Plates (AREA)
Abstract
Description
Claims
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102016103316.2A DE102016103316B4 (en) | 2016-02-25 | 2016-02-25 | rail fastening system |
PCT/EP2017/052966 WO2017144290A1 (en) | 2016-02-25 | 2017-02-10 | Rail fixing system |
Publications (2)
Publication Number | Publication Date |
---|---|
EP3420133A1 true EP3420133A1 (en) | 2019-01-02 |
EP3420133B1 EP3420133B1 (en) | 2019-11-20 |
Family
ID=58009839
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP17704260.3A Active EP3420133B1 (en) | 2016-02-25 | 2017-02-10 | Rail fixing system |
Country Status (4)
Country | Link |
---|---|
EP (1) | EP3420133B1 (en) |
DE (1) | DE102016103316B4 (en) |
ES (1) | ES2762103T3 (en) |
WO (1) | WO2017144290A1 (en) |
Family Cites Families (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3526653A1 (en) | 1985-07-25 | 1987-02-05 | Vossloh Werke Gmbh | RAIL MOUNTING BY AN ELASTIC TENSION CLAMP |
DE4034032A1 (en) | 1990-10-23 | 1992-04-30 | Deutsche Reichsbahn | Electrical insulation for railway track rails - uses insulating insert beneath angle guide plate receiving sleeper pin |
DE4116306A1 (en) | 1991-05-15 | 1992-11-19 | Salzgitter Peine Stahlwerke | Securing rail to two parallel cross-sleepers - using pre-mounted fitting watch will accept various screen size and is electrically insulated |
AT12657U1 (en) | 2011-07-18 | 2012-09-15 | Vossloh Werke Gmbh | SYSTEM FOR ATTACHING A RAIL ON A SUBSTRATE |
DE202013012093U1 (en) | 2012-01-26 | 2015-03-11 | Vossloh-Werke Gmbh | Made of plastic components for systems for fastening rails for rail vehicles |
PT2672007E (en) * | 2012-06-04 | 2015-11-26 | Vossloh Werke Gmbh | Guide plate for fixing rails for rail vehicles |
DE102013007306B4 (en) * | 2013-04-29 | 2017-03-09 | Semperit Ag Holding | rail seat |
-
2016
- 2016-02-25 DE DE102016103316.2A patent/DE102016103316B4/en active Active
-
2017
- 2017-02-10 ES ES17704260T patent/ES2762103T3/en active Active
- 2017-02-10 WO PCT/EP2017/052966 patent/WO2017144290A1/en active Application Filing
- 2017-02-10 EP EP17704260.3A patent/EP3420133B1/en active Active
Also Published As
Publication number | Publication date |
---|---|
ES2762103T3 (en) | 2020-05-22 |
WO2017144290A1 (en) | 2017-08-31 |
DE102016103316A1 (en) | 2017-08-31 |
EP3420133B1 (en) | 2019-11-20 |
DE102016103316B4 (en) | 2022-12-29 |
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