EP3008245A1 - Schienenbefestigungspunkt und unterlegplatte für einen solchen schienenbefestigungspunkt - Google Patents
Schienenbefestigungspunkt und unterlegplatte für einen solchen schienenbefestigungspunktInfo
- Publication number
- EP3008245A1 EP3008245A1 EP14729627.1A EP14729627A EP3008245A1 EP 3008245 A1 EP3008245 A1 EP 3008245A1 EP 14729627 A EP14729627 A EP 14729627A EP 3008245 A1 EP3008245 A1 EP 3008245A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- rail
- base plate
- fastening point
- shim
- assigned
- 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
- 230000001154 acute effect Effects 0.000 claims abstract description 7
- 239000000758 substrate Substances 0.000 claims description 19
- 230000000694 effects Effects 0.000 claims description 2
- 239000010410 layer Substances 0.000 description 8
- 239000004033 plastic Substances 0.000 description 5
- 229920003023 plastic Polymers 0.000 description 5
- 241001669679 Eleotris Species 0.000 description 3
- 238000006073 displacement reaction Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 239000013013 elastic material Substances 0.000 description 2
- 229920002430 Fibre-reinforced plastic Polymers 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 238000009795 derivation Methods 0.000 description 1
- 239000011151 fibre-reinforced plastic Substances 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 239000011229 interlayer Substances 0.000 description 1
- 230000000284 resting effect Effects 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 239000011343 solid material Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 230000009466 transformation Effects 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
- E01B9/68—Pads or the like, e.g. of wood, rubber, placed under the rail, tie-plate, or chair
- E01B9/685—Pads or the like, e.g. of wood, rubber, placed under the rail, tie-plate, or chair characterised by their shape
-
- 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
- E01B9/38—Indirect fastening of rails by using tie-plates or chairs; Fastening of rails on the tie-plates or in the chairs
- E01B9/40—Tie-plates for flat-bottom rails
-
- 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
Definitions
- the invention relates to a rail fastening point, in which a rail for a rail vehicle on a
- Fixing point to be fastened rails usually have a rail head, at the top of a
- Tread for the rail wheel of a rail vehicle is formed, a rail head bearing
- Rail web and a rail foot which is considered in cross-section substantially wider than the rail web and the rail head and on which the rail web. With the rail foot, the rail is in the finished mounted position on the respective ground, wherein between it and the ground different layers may be present to the contact between the rail and the
- a plate-shaped intermediate layer can be arranged between the rail and the ground, which consists of a material with precisely defined flexibility and ensures that the rail sinks elastically yielding when driving over the attachment point by a defined amount.
- Shim plate on the one hand optimally adapted to the shape of its associated bottom of the rail foot
- the shim can be used to set a defined height position of the rail above the ground.
- Rail attachment points of the type in question here usually two guide plates, each of which a guide plate is assigned to one of the longitudinal sides of the rail.
- the guide plates absorb the transverse forces which occur when passing over the rail held in the attachment point and guide them into the ground.
- Angular paragraph and recess are aligned parallel to the longitudinal extent of the rail, so that the guide plate aligned even at high transverse to the longitudinal extent of the rail
- fastened rail serve at attachment points of Here in question type, the guide plates as support and guide elements for each spring element that sits on the guide plates and exercise to hold down the rail elastic, directed against the ground holddown forces on the foot of the rail.
- the spring element may be provided in the manner of a screw or a bolt formed clamping element which is anchored in the ground and acts against the spring element.
- the ground on which a rail is fastened by means of an attachment point of the type in question here is usually formed of a threshold or plate, which is formed of concrete or a similar solid material.
- Rails of a rail track for rail vehicles are usually installed at a certain inclination to the track center to align their treads on the conically shaped wheel treads of the rail wheels
- Fixing point is in DE 10 2011 003 216 AI
- the attachment point comprises a receiving trough, which is formed in the ground and laterally bounded by flanks.
- the rail is supported in the manner already described above by means of two guide plates, one of which sits between the longitudinal side and the associated edge of the receiving trough.
- the intermediate plate may be formed asymmetrically, so one of its one longitudinal side of the rail associated side in the direction of the side, which is assigned to the other longitudinal side of the rail, have decreasing thickness.
- the object of the invention was an attachment point and one for such
- Attachment point to provide suitable shim, with which with respect to the vertical inclined mounting of rails, especially in the range of
- Rail fastening point is the solution of the above object according to the invention is that such a shim is formed in the manner specified in claim 11.
- the invention is based on the idea that with minimal material costs and optimally easier
- Assembling a secure attachment of relative to the vertical inclined rails aligned can accomplish this in a simple and cost-effective manner that in a mounting point according to the invention a shim is used, which extends at least on one longitudinal side not beyond the rail under the guide plate provided there, but up at most guided to the respective longitudinal edge.
- a rail fastening point according to the invention in which a rail for a rail vehicle is fastened to a substrate, accordingly comprises two
- Rail cut view between them include an acute angle, so that the shim is thinner at its the one longitudinal side of the rail associated edge than in their the other long side of the rail associated area.
- the edge on which the shim is thinner is thinner at its the one longitudinal side of the rail associated edge than in their the other long side of the rail associated area.
- Washer is thinner, arranged under the rail.
- the shim plate with its thicker area assigned to the other longitudinal edge of the rail is now laterally beyond the rail. It is also inventively formed on the upper side of the shim in the laterally beyond the associated longitudinal edge beyond the region of the shim a parallel to the longitudinal extent of the rail aligned recess in the form-fitting an angular section sits, which is formed on the underside of the guide plate associated with the shim.
- the particular advantage of the invention is that the invention wedge-shaped base plate is particularly easy to install due to its small size, low weight and in particular the fact that at most a single guide plate is placed on it. This applies on the one hand for pre-assembly, on the other hand, however, also for replacement, when a worn shim is to be replaced by a new plate. At the same time, as the shim ends under the rail, it is possible to achieve maximum skew orientations of the rail without the use of bulky components elaborate concrete structures must be used.
- the invention thus provides a rail fastening point which can not only be assembled in a simple manner, but can also be realized in a particularly cost-effective manner due to the material savings achieved. Expensive designs and greater manufacturing costs are avoided.
- the edge on which the shim is thinner is arranged in the region of one of the longitudinal edges of the rail to be fastened, in particular flush with him
- its position can also be arranged so that the thin edge of the shim abuts against the guide plate, which is associated with the longitudinal edge of the rail, behind which the shim remains according to the invention, so beyond the shim according to the invention does not stand out.
- the shim with its thin edge, although below the rail that is, in the case that the rail has a pronounced rail, within the area covered by the rail foot surface area, while one of the longitudinal edges of the rail associated, while the thicker, the other Longitudinal edge of the rail assigned area laterally beyond the rail.
- this has the advantage that the shim is supported particularly securely with its thicker area and the risk of tilting of the rail is minimized despite their inclination.
- the laterally over the rail standing out thicker part of the shim can be used as a support base for a guide plate, which on the
- Shims can be supported by the fact that at the bottom of the shim a projection
- the recess advantageously has a trapezoidal cross-section geometry, which is a reliable removal of force in combination with an optimal self-locating positioning of the shim guaranteed.
- Guide plate is supported, in a conventional manner by means of a clamping means, such as a screwed into the ground clamping screw or a clamping bolt to stretch, it is useful if in the laterally beyond the rail standing area of the
- Shim is formed by a leading from its top to its bottom through hole, which is aligned with a correspondingly arranged through hole of the guide plate and when through the
- Rail attachment point according to the invention between the rail and the shim be provided an elastic intermediate layer.
- a rigid intermediate plate for stiffening the rail fastening point according to the invention between the rail and the shim be provided.
- a lifting or tilting of the guide plates under unfavorable loads can be safely prevented by at least one of the guide plates on one of the rail associated end face contact surface optionally a has strip-like projection, with which it engages under the associated longitudinal edge of the rail.
- arranged intermediate layers are usually formed plate-shaped with planar mutually associated surfaces.
- a shim for a rail attachment point formed according to any one of the preceding claims has an upper surface on which a support surface for each rail to be fastened is provided, and a lower surface on which a support surface is provided for laying on a substrate is provided.
- the support surface and the support surface form an acute angle between them, so that the support plate is thinner on one side than on the other side.
- an area exists exclusively on the thicker side of the shim
- Recess is formed, which is aligned transversely to the longitudinal extent of the shim. In this recess then engages the angle section of the guide plate, so that the guide plate is fixed in the mounting position non-positively and transversely to the rail immovable to the shim.
- Shim be formed a projection in the
- Invention allows an inclined arrangement of the switch rails on conventional flat switch sleepers.
- Fig. 1 shows a first attachment point for a rail in a section transverse to the longitudinal extent of
- Fig. 2 is a used in the attachment point of FIG. 1
- a rail S is fixed, which is formed in a conventional manner, a rail head 1, at the top of a tread 2 for a not visible rail wheel of a rail vehicle, also not shown, a rail head 1 supporting rail web 3 and one
- Rail foot 4 on which the rail web 3 is arranged centrally.
- the rail foot 4 is wider than the Rail head 1 and has on its underside a flat bearing surface 5.
- the rail fastening point B comprises a base 6, which is formed in the present example by a concrete cast threshold of conventional design. On its upper side, the base 6 has a flat AufStand Design 7, which is measured over the in the transversely to the rail S aligned longitudinal direction L of the ground length of the
- Subsurface 6 extends.
- two groove-shaped recesses 8.9 are formed at a distance from each other, which extend parallel to each other and parallel to the longitudinal extent of the rail S.
- the recesses 8,9 have an approximately trapezoidal cross-section which widens toward the support surface 7 of the substrate 6.
- the recesses 8,9 and the plastic dowels 10,11 are each arranged at the same distance symmetrically to the longitudinal axis of the rail S.
- the substrate 6 On the substrate 6 is made of a plastic, in particular of a fiber-reinforced plastic, produced Unterlegplatte 12.
- the shim 12 has a rail S associated top 13 on which a flat AufStand Design 14 is formed.
- Interlayer 15 made of an elastic material with defined compliance exists.
- the intermediate layer 15 covers the rail foot 4 over its width B4 and
- the rail S extends over the width B14 of the support surface 14 of the shim 12.
- the rail S is on its associated flat side of the intermediate layer 15, so that the rail S is supported on the support surface 14 of the shim 12 via the intermediate layer 15.
- the shim 12 On its underside 16 assigned to the base 6, the shim 12 has a likewise flat bearing surface 17 with which it lies on the ground 6.
- Support surface 17 meet each other while one
- the length of the AufStand materials 14 of the shim 12 is dimensioned so that its one narrow side 18 associated end portion is in the region of one longitudinal edge LI of the rail 4, while the opposite end of the AufStand materials 14 at the finished mounting point B near the other longitudinal edge of the L2 Rail foot 4 is positioned.
- the shim 12 is over the longitudinal edge L2
- a groove-shaped recess 24 is formed, which extends parallel to the narrow side 18 and is accordingly aligned with the mounted mounting point B parallel to the rail S and transverse to the longitudinal direction of the shim 12, which has a rectangular, elongated shape in plan view.
- the shape of the recess 24 is adapted to a projecting in the direction of the ground 6 angle portion 25 of the guide plate 23, that when fully assembled attachment point B, the angle portion 25 is positively seated in the recess 24.
- the shim 12 is bulged downward in the region of the recess 24, so that a projection 26 is formed there as well.
- Its outer shape is adapted to the shape of the associated, molded into the substrate 6 recess 8, that the projection 26 in the assembled mounting point B form fit in the
- a strip-shaped projection 28 is formed on the guide plate 23 which engages with the assembled guide plate 23 under its associated longitudinal edge L2 of the rail foot 4 and thereby against the their associated edge of the liner 15 abuts.
- spring member 27 For tensioning the arranged on the guide plate 23 spring member 27 is a conventional
- Threshold screw trained clamping element 29 is provided.
- the tensioning element 29 is through the middle loop of the
- a guide plate 32 is arranged on the other longitudinal edge Li associated side of the rail S.
- the guide plate 32 is shaped and sized as well as the guide plate 23. In contrast to the guide plate 23, however, the guide plate 32 sits directly on the
- the guide plate 32 engages under its associated longitudinal edge LI of the rail S and abuts one hand against the thin narrow side 18 of the
- associated side of the strip-like projection 34 has a recess whose shape and dimension are chosen so that at ready mounted mounting point B of the projection 34 via a narrow overlap region 35 on the Narrow side 18 associated end of the AufStand Solutions 14 sits. In this way, a lifting or tilting of the shim 12 is also reliably prevented.
- a conventional sleeper screw 37 is also provided here.
- the sleeper screw 37 is through the middle loop of the spring element 36 and through the passage opening of the
- the rail S is inclined relative to the vertical V at an angle which corresponds to the between the support surface 17 and the support surface 14 of the shim 12th
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Railway Tracks (AREA)
- Connection Of Plates (AREA)
- Escalators And Moving Walkways (AREA)
- Clamps And Clips (AREA)
- Bearings For Parts Moving Linearly (AREA)
- Seats For Vehicles (AREA)
- Road Paving Structures (AREA)
Abstract
Description
Claims
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PL14729627T PL3008245T3 (pl) | 2013-06-12 | 2014-06-03 | Zespół punktu mocowania szyny oraz płytki podkładowej |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102013106123.0A DE102013106123A1 (de) | 2013-06-12 | 2013-06-12 | Schienenbefestigungspunkt und Unterlegplatte für einen solchen Schienenbefestigungspunkt |
PCT/EP2014/061460 WO2014198585A1 (de) | 2013-06-12 | 2014-06-03 | Schienenbefestigungspunkt und unterlegplatte für einen solchen schienenbefestigungspunkt |
Publications (2)
Publication Number | Publication Date |
---|---|
EP3008245A1 true EP3008245A1 (de) | 2016-04-20 |
EP3008245B1 EP3008245B1 (de) | 2018-08-22 |
Family
ID=50933151
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP14729627.1A Active EP3008245B1 (de) | 2013-06-12 | 2014-06-03 | Anordnung für einen schienenbefestigungspunkt und unterlegplatte |
Country Status (16)
Country | Link |
---|---|
US (1) | US10174460B2 (de) |
EP (1) | EP3008245B1 (de) |
CN (1) | CN105492692B (de) |
AR (1) | AR096587A1 (de) |
DE (2) | DE202013103235U1 (de) |
DK (1) | DK3008245T3 (de) |
EA (1) | EA038080B1 (de) |
ES (1) | ES2694109T3 (de) |
HU (1) | HUE040731T2 (de) |
LT (1) | LT3008245T (de) |
PL (1) | PL3008245T3 (de) |
PT (1) | PT3008245T (de) |
TR (1) | TR201815829T4 (de) |
TW (1) | TWI654352B (de) |
UY (1) | UY35609A (de) |
WO (1) | WO2014198585A1 (de) |
Families Citing this family (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20180080177A1 (en) | 2015-03-16 | 2018-03-22 | Top-Off Nv | Casing for Concrete Bedding of Railway and Method for the Construction of a Railway |
DK3235951T3 (da) * | 2016-04-22 | 2019-06-24 | Schwihag Ag | Indretning til fastgørelse af en skinne for skinnekøretøjer |
DE102018117453A1 (de) | 2018-07-19 | 2020-01-23 | Schwihag Ag Gleis- Und Weichentechnik | Schienenbefestigungssystem |
DE102019207929A1 (de) * | 2019-05-29 | 2020-12-03 | Schwihag Ag | Schienenbefestigungssystem |
DE102019130379A1 (de) * | 2019-11-11 | 2021-05-12 | Vossloh Fastening Systems Gmbh | Schienenbefestigungspunkt, in dem eine schiene für ein schienenfahrzeug auf einem untergrund befestigt ist |
DE102020122554A1 (de) | 2020-08-28 | 2022-03-03 | Deutsche Bahn Aktiengesellschaft | Schienenbefestigung mit anschlagspunkt |
DE202021103063U1 (de) | 2021-06-07 | 2021-06-14 | Vossloh Fastening Systems Gmbh | Schienenbefestigungspunkt, in dem eine Schiene für ein Schienenfahrzeug auf einem Untergrund befestigt ist |
Family Cites Families (18)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE263780C (de) * | ||||
GB854290A (en) | 1956-05-03 | 1960-11-16 | Vagneux Traverses Beton | Electrical insulation of sleepers of railway tracks |
DE2602869C2 (de) * | 1976-01-27 | 1980-02-21 | Hoesch Werke Ag, 4600 Dortmund | Federnde Schienenbefestigung |
US4382547A (en) * | 1980-03-04 | 1983-05-10 | Phillips Albert A | Railroad tie plate and correctable shim |
DE3423997A1 (de) * | 1984-06-29 | 1986-01-02 | Otto Dipl.-Ing. 4512 Wallenhorst Sturm | Vorrichtung zur befestigung von schienen auf holzschwellen |
DE3512200A1 (de) | 1985-04-03 | 1986-10-09 | Stahlwerke Peine-Salzgitter Ag, 3320 Salzgitter | Elastisches, keilfoermiges unterlegteil fuer auf y-stahlschwellen verlegte schienen von eisenbahnen |
DE3611017A1 (de) | 1985-04-03 | 1987-10-01 | Salzgitter Peine Stahlwerke | Elastisches unterlegteil fuer y-stahlschwellen |
US5203501A (en) | 1992-01-21 | 1993-04-20 | Etablissements Vape | Device for fixing a rail onto a slab of concrete |
DE19607339A1 (de) | 1996-02-27 | 1997-08-28 | Vossloh Werke Gmbh | Vorrichtung zur hochelastischen Befestigung von Eisenbahn-Schienen auf Standard-Betonschwellen |
CA2270299A1 (en) * | 1998-10-14 | 2000-04-14 | Jude Igwemezie | Rail retaining device |
DE20120831U1 (de) | 2001-12-21 | 2002-05-08 | Deutsche Bahn AG, 10785 Berlin | Schienenbefestigung zum Betrieb von Gleisförderanlagen |
MXPA06014936A (es) * | 2004-07-01 | 2007-02-28 | Vossloh Werke Gmbh | Placa guia angulada y sistema para fijar rieles para vehiculos ferreos. |
CN201047044Y (zh) * | 2007-05-21 | 2008-04-16 | 铁道科学研究院铁道建筑研究所 | 无碴轨道有挡肩扣件组件 |
DE102007044098B3 (de) * | 2007-09-14 | 2009-04-09 | Vossloh-Werke Gmbh | System zum Befestigen einer Schiene auf einem festen Untergrund |
US8052068B1 (en) * | 2010-05-10 | 2011-11-08 | Vossloh-Werke Gmbh | Guide plate for laterally guiding a rail and system for fastening a rail to a base |
DE102010038442B4 (de) * | 2010-07-27 | 2016-10-06 | Strabag Rail Gmbh | Elastische Schienendirektbefestigung mit Höhenausgleichsmöglichkeit |
DE102011003216B4 (de) | 2011-01-26 | 2019-09-19 | Hyperion Verwaltung Gmbh | Befestigung für Schienen auf entlang eines Schienenweges verlegten Schwellen |
CN203475241U (zh) | 2013-03-13 | 2014-03-12 | 沃斯洛工厂有限公司 | 用于在基座上固定轨道的系统 |
-
2013
- 2013-06-12 DE DE202013103235U patent/DE202013103235U1/de not_active Expired - Lifetime
- 2013-06-12 DE DE102013106123.0A patent/DE102013106123A1/de not_active Withdrawn
-
2014
- 2014-06-03 EP EP14729627.1A patent/EP3008245B1/de active Active
- 2014-06-03 PL PL14729627T patent/PL3008245T3/pl unknown
- 2014-06-03 PT PT14729627T patent/PT3008245T/pt unknown
- 2014-06-03 HU HUE14729627A patent/HUE040731T2/hu unknown
- 2014-06-03 DK DK14729627.1T patent/DK3008245T3/en active
- 2014-06-03 EA EA201501108A patent/EA038080B1/ru unknown
- 2014-06-03 TW TW103119243A patent/TWI654352B/zh not_active IP Right Cessation
- 2014-06-03 WO PCT/EP2014/061460 patent/WO2014198585A1/de active Application Filing
- 2014-06-03 CN CN201480033883.4A patent/CN105492692B/zh active Active
- 2014-06-03 TR TR2018/15829T patent/TR201815829T4/tr unknown
- 2014-06-03 LT LTEP14729627.1T patent/LT3008245T/lt unknown
- 2014-06-03 US US14/897,879 patent/US10174460B2/en active Active
- 2014-06-03 ES ES14729627.1T patent/ES2694109T3/es active Active
- 2014-06-11 UY UY0001035609A patent/UY35609A/es active IP Right Grant
- 2014-06-11 AR ARP140102241A patent/AR096587A1/es active IP Right Grant
Non-Patent Citations (1)
Title |
---|
See references of WO2014198585A1 * |
Also Published As
Publication number | Publication date |
---|---|
HUE040731T2 (hu) | 2019-03-28 |
CN105492692A (zh) | 2016-04-13 |
DE102013106123A1 (de) | 2014-12-18 |
PL3008245T3 (pl) | 2019-02-28 |
TR201815829T4 (tr) | 2018-11-21 |
DE202013103235U1 (de) | 2013-08-08 |
DK3008245T3 (en) | 2018-11-19 |
EA201501108A1 (ru) | 2016-06-30 |
US10174460B2 (en) | 2019-01-08 |
EP3008245B1 (de) | 2018-08-22 |
AR096587A1 (es) | 2016-01-20 |
ES2694109T3 (es) | 2018-12-18 |
TWI654352B (zh) | 2019-03-21 |
LT3008245T (lt) | 2018-11-12 |
PT3008245T (pt) | 2018-11-16 |
UY35609A (es) | 2015-01-30 |
WO2014198585A1 (de) | 2014-12-18 |
TW201510321A (zh) | 2015-03-16 |
EA038080B1 (ru) | 2021-07-02 |
CN105492692B (zh) | 2018-05-11 |
US20160145812A1 (en) | 2016-05-26 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP3008245B1 (de) | Anordnung für einen schienenbefestigungspunkt und unterlegplatte | |
EP2245226B1 (de) | System zum Befestigen einer Schiene auf einem Untergrund | |
EP1974100B1 (de) | System zur befestigung einer schiene | |
EP2188449B1 (de) | System zum befestigen einer schiene auf einem ebenen festen untergrund | |
DE202009004399U1 (de) | Führungsplatte für ein System zum Befestigen einer Schiene auf einem Untergrund und ein eine solche Führungsplatte umfassendes System | |
EP2718498B1 (de) | Schienenbefestigungssystem | |
DE202007018602U1 (de) | System zum Befestigen einer Schiene | |
WO2010017843A1 (de) | Vorrichtung zur befestigung von eisenbahnschienen auf einer unterkonstruktion | |
WO2010003823A1 (de) | System zum befestigen einer schiene auf einem untergrund | |
EP3337926B1 (de) | Einrichtung zum abdecken mindestens eines bauteils eines schienen-befestigungssystems für einen befestigungspunkt sowie befestigungssystem | |
EP2363529B1 (de) | System zum Befestigen einer Schiene | |
EP3055459B1 (de) | Elastisches zwischenstück zum klemmen eines schienenfusses | |
WO2015004252A1 (de) | Unterlegplatte und schienenbefestigungspunkt | |
WO2013182550A2 (de) | Führungsplatte für die befestigung von schienen für schienenfahrzeuge | |
EP3850155B1 (de) | Führungsplatte und schienenbefestigungspunkt | |
DE102019130379A1 (de) | Schienenbefestigungspunkt, in dem eine schiene für ein schienenfahrzeug auf einem untergrund befestigt ist | |
DE19813258C1 (de) | Stählerne Eisenbahnbrücke mit Trägern und darauf angeordneten Brückenbalken | |
DE4031540C2 (de) | Schienenlager | |
EP0648290B1 (de) | Schienenbefestigung mit federelement aus kunststoff | |
DE102005004506A1 (de) | Hochelastischer elektrisch isolierender Schienenstützpunkt | |
WO2019141625A1 (de) | Zwischenplatte zur anordnung zwischen einem untergrund und einer schiene für ein schienenfahrzeug in einem schienenbefestigungspunkt sowie schienenbefestigungssystem |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
17P | Request for examination filed |
Effective date: 20160112 |
|
AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR |
|
AX | Request for extension of the european patent |
Extension state: BA ME |
|
DAX | Request for extension of the european patent (deleted) | ||
GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: GRANT OF PATENT IS INTENDED |
|
INTG | Intention to grant announced |
Effective date: 20171117 |
|
GRAJ | Information related to disapproval of communication of intention to grant by the applicant or resumption of examination proceedings by the epo deleted |
Free format text: ORIGINAL CODE: EPIDOSDIGR1 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: REQUEST FOR EXAMINATION WAS MADE |
|
INTC | Intention to grant announced (deleted) | ||
GRAS | Grant fee paid |
Free format text: ORIGINAL CODE: EPIDOSNIGR3 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: GRANT OF PATENT IS INTENDED |
|
GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
|
INTG | Intention to grant announced |
Effective date: 20180517 |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE PATENT HAS BEEN GRANTED |
|
AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR |
|
REG | Reference to a national code |
Ref country code: GB Ref legal event code: FG4D Free format text: NOT ENGLISH |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: EP |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: REF Ref document number: 1032666 Country of ref document: AT Kind code of ref document: T Effective date: 20180915 |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: FG4D Free format text: LANGUAGE OF EP DOCUMENT: GERMAN |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R096 Ref document number: 502014009265 Country of ref document: DE |
|
REG | Reference to a national code |
Ref country code: PT Ref legal event code: SC4A Ref document number: 3008245 Country of ref document: PT Date of ref document: 20181116 Kind code of ref document: T Free format text: AVAILABILITY OF NATIONAL TRANSLATION Effective date: 20181031 |
|
REG | Reference to a national code |
Ref country code: RO Ref legal event code: EPE Ref country code: DK Ref legal event code: T3 Effective date: 20181112 |
|
REG | Reference to a national code |
Ref country code: SE Ref legal event code: TRGR |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: NV Representative=s name: SCHMAUDER AND PARTNER AG PATENT- UND MARKENANW, CH |
|
REG | Reference to a national code |
Ref country code: EE Ref legal event code: FG4A Ref document number: E016304 Country of ref document: EE Effective date: 20181106 |
|
REG | Reference to a national code |
Ref country code: ES Ref legal event code: FG2A Ref document number: 2694109 Country of ref document: ES Kind code of ref document: T3 Effective date: 20181218 |
|
REG | Reference to a national code |
Ref country code: NL Ref legal event code: MP Effective date: 20180822 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IS Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20181222 Ref country code: NO Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20181122 Ref country code: RS Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180822 Ref country code: BG Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20181122 Ref country code: NL Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180822 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: HR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180822 Ref country code: AL Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180822 |
|
REG | Reference to a national code |
Ref country code: HU Ref legal event code: AG4A Ref document number: E040731 Country of ref document: HU |
|
REG | Reference to a national code |
Ref country code: GR Ref legal event code: EP Ref document number: 20180403168 Country of ref document: GR Effective date: 20190320 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180822 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R097 Ref document number: 502014009265 Country of ref document: DE |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SM Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180822 Ref country code: SK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180822 |
|
PLBE | No opposition filed within time limit |
Free format text: ORIGINAL CODE: 0009261 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT |
|
26N | No opposition filed |
Effective date: 20190523 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SI Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180822 |
|
REG | Reference to a national code |
Ref country code: LT Ref legal event code: MM4D Effective date: 20190603 |
|
REG | Reference to a national code |
Ref country code: DK Ref legal event code: EBP Effective date: 20190630 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20190603 Ref country code: RO Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20180822 Ref country code: CZ Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20190603 Ref country code: MC Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180822 |
|
REG | Reference to a national code |
Ref country code: EE Ref legal event code: MM4A Ref document number: E016304 Country of ref document: EE Effective date: 20190630 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LV Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20190603 |
|
REG | Reference to a national code |
Ref country code: BE Ref legal event code: MM Effective date: 20190630 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: GR Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20200107 Ref country code: EE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20190630 Ref country code: HU Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20190604 Ref country code: IE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20190603 Ref country code: PT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20200303 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LU Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20190603 Ref country code: BE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20190630 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: FR Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20190630 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: DK Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20190630 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: CY Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180822 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180822 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180822 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: SE Payment date: 20230622 Year of fee payment: 10 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: ES Payment date: 20230726 Year of fee payment: 10 Ref country code: CH Payment date: 20230702 Year of fee payment: 10 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: GB Payment date: 20240620 Year of fee payment: 11 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 20240619 Year of fee payment: 11 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: AT Payment date: 20240620 Year of fee payment: 11 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: FI Payment date: 20240619 Year of fee payment: 11 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: PL Payment date: 20240529 Year of fee payment: 11 |