EP3008245B1 - Anordnung für einen schienenbefestigungspunkt und unterlegplatte - Google Patents

Anordnung für einen schienenbefestigungspunkt und unterlegplatte Download PDF

Info

Publication number
EP3008245B1
EP3008245B1 EP14729627.1A EP14729627A EP3008245B1 EP 3008245 B1 EP3008245 B1 EP 3008245B1 EP 14729627 A EP14729627 A EP 14729627A EP 3008245 B1 EP3008245 B1 EP 3008245B1
Authority
EP
European Patent Office
Prior art keywords
rail
shim
guide plate
assembled state
edge
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
Application number
EP14729627.1A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP3008245A1 (de
Inventor
André HUNOLD
Winfried BÖSTERLING
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Vossloh Werke GmbH
Original Assignee
Vossloh Werke GmbH
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Vossloh Werke GmbH filed Critical Vossloh Werke GmbH
Priority to PL14729627T priority Critical patent/PL3008245T3/pl
Publication of EP3008245A1 publication Critical patent/EP3008245A1/de
Application granted granted Critical
Publication of EP3008245B1 publication Critical patent/EP3008245B1/de
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

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
    • 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 an arrangement for a rail fastening point according to the preamble of claim 1.
  • Such an arrangement for a rail fastening point is known from DE 36 11 017 A1 known.
  • 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.
  • a shim may be present between the rail foot and the ground.
  • this shim plate provides a contact surface which is optimally adapted to the shape of the underside of the rail foot assigned to it and, in particular, compensates for unevenness in the substrate.
  • the shim can be used to set a defined height position of the rail above the ground.
  • 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.
  • the guide plates In order to ensure a location-accurate positioning of the guide plates even under high load, the guide plates have in many applications on their subsurface associated with an angular shoulder, with which they engage positively in a recess formed in the ground. Angular paragraph and recess are aligned parallel to the longitudinal extent of the rail, so that the guide plate remains securely in place even at high transverse to the longitudinal extent of the rail aligned shock loads in place.
  • Such designed guide plates are called in practice also "angled guide plates”.
  • each rail to be fastened serve at mounting points of the type in question, the guide plates as support and guide elements for each spring element sitting on the guide plates and the hold down the rail elastic, directed against the ground holding down forces exercise 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 underground on which by means of an arrangement The type in question a rail is attached, 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 in order to adjust the alignment of their treads on the conically shaped wheel treads of the rail wheels with which the respective rail vehicle travels the rail. In this way, the self-centering of the rail vehicle is supported on the track.
  • the rails are usually perpendicular to simplify the construction of the switch.
  • 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.
  • a shim is provided in the known attachment point for height compensation, which extends below both angled guide plates and the foot of the rail and is guided to over the receiving trough limiting edges.
  • the intermediate plate can be of asymmetrical design, that is to say that, starting from its side assigned to one longitudinal side of the rail, in the direction of the side which is assigned to the other longitudinal side of the rail, have decreasing thickness ,
  • Another rail fastening point in which a relative to the direction of gravity inclined inclined rail is attached, is in the DE 35 12 200 A1 described.
  • the ground is formed by a threshold made of steel.
  • a cross-sectional wedge-shaped shim made of plastic is placed, on which in turn is the rail to be fastened.
  • cross members At the lying in the wedge ends of the shim are cross members, which have rounded, groove-like bearing surfaces.
  • angled guide plates which are additionally supported by support brackets, which are mounted laterally to and adjacent to the respectively associated narrow side of the respective Unterlegteils on the ground.
  • the object of the invention was to provide an arrangement for a fastening point and a suitable for such a mounting point shim, with which with respect to the vertical inclined mounting of rails, in particular in the range of Soft, further simplified.
  • An inventive arrangement for a rail fastening point wherein a rail for a rail vehicle is mounted on a substrate, accordingly comprises two guide plates, each having a guide plate associated with one of the longitudinal sides of the rail, and a shim disposed between the ground and the rail , wherein the shim at its upper side associated with the rail has a contact surface on which the rail is supported, and on its subsurface associated with the underside of a support surface, via which the shim is supported on the ground, and wherein the support surface and the support surface of the shim When viewed in a section taken transversely to the longitudinal extent of the rail, they form an acute angle between them, so that the shim is thinner at its edge assigned to one longitudinal side of the rail than in the other longitudinal side of the rail dneten area.
  • the shim is simultaneously with its thicker, the other longitudinal edge of the rail associated area laterally beyond the rail.
  • a recess oriented parallel to the longitudinal extent of the rail is also formed on the upper side of the shim in the area of the shim laterally beyond the associated longitudinal edge, in which an angular section is seated which is integrally formed on the underside of the guide plate assigned to the shim.
  • the 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 need for bulky components or expensive concrete structures.
  • the correct position positioning and support of the shims is thereby supported by the fact that on the underside of the shim a projection is formed, with which the shim engages positively in a molded-in recess in the recess.
  • the shim is positively supported on the ground, so that a transverse displacement as a result of occurring when driving over the attachment point by a rail vehicle high forces excluded is. Transverse forces absorbed by the shim are discharged directly into the substrate via the positive connection.
  • the recess advantageously has a trapezoidal cross-section geometry, which ensures a secure removal of force in combination with an optimal self-locating positioning of the shim.
  • the invention thus provides an arrangement for a rail fastening point which can not only be assembled in a simple manner, but can also be realized particularly cost-effectively due to the achieved material savings. 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 the associated longitudinal edge of the Rail is aligned.
  • 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 laterally over the rail standing out thicker part of the shim can be used as a support base for a guide plate, which leads to the shim the rail at its the protruding portion of the shim associated longitudinal edge.
  • the footprint, on which the rail is supported can be extended laterally up to the standing beyond the associated longitudinal edge of the rail area.
  • securing of the guide plate arranged on the thicker region of the base beyond the rail is ensured by a recess aligned parallel to the longitudinal extension of the rail on the upper side of the washer in the area of the washer laterally beyond the associated longitudinal edge is formed in the form-fitting an angular section sits, which is assigned to the underside of the shim the guide plate is formed.
  • a relative displacement of these two components across the longitudinal extent is reliably avoided even under high load.
  • the forces transmitted from the guide plate to the shim can then be dissipated directly into the substrate when the shim is positively coupled to the substrate in the manner explained above.
  • an elastic intermediate layer can also be provided between the rail and the shim.
  • a rigid intermediate plate for stiffening the rail fastening point between the rail and the shim can be provided between the rail and the shim.
  • 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 has a strip-like projection, with which it engages under its associated longitudinal edge of the rail.
  • a versatility arises when at least one of the guide plates on one of the rail associated end face bearing surface has a strip-like projection, with which it engages in a recess which through the underground associated underside of the rail, a narrow side of the elastic plate and the top of the shim is limited.
  • This design also takes into account that the underside of a rail foot is generally also substantially planar and also the intermediate layers, which may be arranged between rail and shim plate, are generally formed in a plate-like manner with flat, mutually associated surfaces.
  • a shim for a rail fastening point arrangement has an upper surface on which a support surface is provided for each rail to be fastened, and a lower surface on which a support surface is provided for laying is provided on a substrate.
  • 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 its other side.
  • the shim plate in the case where the shim plate is intended to stand laterally beyond the associated longitudinal edge of the shim in the assembled position, only on the thicker side of the shim may an area be connected which is provided for supporting a guide plate which can be placed on the area.
  • an angle guide plate to be supported with its downwardly projecting angle section on the shim it is advantageous if at the top of the guide plate in which to support one on him attachable guide plate provided area a 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.
  • a projection which engages in the assembled position in a correspondingly shaped, aligned parallel to the rail recess of the ground to secure the shim against displacement transversely to the rail.
  • the invention thus combines the advantages of rail fastening by means of guide plates and clamping clamps held on the guide plates, with the possibility of a rail inclination with respect to the vertical, without the need for elaborate alteration of the threshold or plate forming the respective underground ,
  • the invention proves to be particularly advantageous in the attachment of rails of a switch on conventional sleepers.
  • the costs associated with the production of turnout sleepers made of concrete with slope can be avoided by the invention, since the invention allows an inclined arrangement of the points rails on conventional flat points sleepers.
  • rail mounting point B is mounted a rail S, which in a conventional manner a rail head 1, at the top of a tread 2 is formed for a not visible rail wheel of a rail vehicle, also not shown, a rail head 1 carrying rail 3 and a 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 support 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.
  • the substrate 6 On its upper side, the substrate 6 has a flat contact surface 7, which extends over the length of the substrate 6 measured in the longitudinal direction L of the substrate oriented transversely to the rail S.
  • 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 contact surface 7 of the substrate 6.
  • two plastic dowels 10,11 are embedded in the ground in the limited by the recesses 8.9 area.
  • 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 contact surface 14 is formed.
  • a plate-shaped intermediate layer 15 On the support surface 14 is a plate-shaped intermediate layer 15, which consists of an elastic material with defined compliance.
  • the intermediate layer 15 covers the rail foot 4 over its width B4 and extends over the width B14 of the contact 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 on the intermediate layer 15 on the support surface 14 of the shim 12 is supported.
  • 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.
  • the footprint 14 is inclined to the support surface 17 aligned, so that the support surface 14 and the support surface 17 include an acute angle ⁇ .
  • the contact surface 14 and the support surface 17 meet each other in this case on the one narrow side 18 of the shim 12, on which a correspondingly thin edge 19 of minimized thickness D1 is formed. Accordingly, the Unterlegpatte 12 is thinner at the edge 19 associated narrow side 18 than in the region of its opposite, the footprint 14 limiting narrow side 20, in the region of the thickness D2 of the shim 12 is considerably greater than the thickness D1.
  • the length of the contact surface 14 of the shim 12 is dimensioned such that its one end side 18 associated end region is in the region of one longitudinal edge L1 of the rail 4, while the opposite end portion of the support surface 14 at the ready mounted attachment point B near the other longitudinal edge L2 of Rail foot 4 is positioned.
  • the shim 12 is extended beyond the longitudinal edge L2 associated end portion of the support surface 14 in which it has the largest thickness D2 addition to a region 21, on which a flat and parallel to the support surface 17 aligned contact surface 22 for a conventionally designed as an angled guide plate guide plate 23 is provided.
  • a groove-shaped recess 24 is formed, which extends parallel to the narrow side 18 and is therefore aligned parallel to the rail S and transversely to the longitudinal direction of the shim 12 when the mounting point B is fully assembled, 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 is held in the recess 8 positively in the assembled mounting point B in a form-fitting manner.
  • 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 designed as a conventional sleeper clamping element 29 is provided for tensioning the arranged on the guide plate 23.
  • the tensioning element 29 is guided by the middle loop of the spring element 27, a through opening 30 of the guide plate 23 formed in the guide plate 23 and leading from its upper side to its underside and a passage opening 31 of the shim 12 arranged flush with the passage opening 30 and into the associated, in screwed into the ground 6 dowels 10 screwed.
  • the middle loop of the spring element 27 is pulled in this way in the direction of the substrate 6 and the spring element 27 is twisted as a whole so that the required hold-down force is exerted on the rail 4.
  • a guide plate 32 is arranged on the other longitudinal edge L1 associated side of the rail S.
  • the guide plate 32 is shaped and dimensioned the same as the guide plate 23.
  • the guide plate 32 sits directly on the contact surface 7 of the substrate 6 and engages with its angle portion 33 in this page associated recess 9 of the substrate. 6
  • the angle section 33 and the recess 9 are also adapted to each other so that the angle section 33 when finished mounted mounting point B is held positively in the recess 9.
  • the guide plate 32 engages under its associated longitudinal edge L1 of the rail S and abuts one hand against the thin narrow side 18 of the shim 12 and on the other hand against its associated edge of the elastic intermediate layer 15.
  • the strip-like projection 34 has a recess whose shape and dimension are chosen so that sits at ready mounted mounting point B of the projection 34 on a narrow overlap region 35 on the narrow side 18 associated end portion of the footprint 14. In this way, a lifting or tilting of the shim 12 is also reliably prevented.
  • the guide plate 32 designed as a conventional W-shaped tension clamp spring element 36 is arranged, which exerts an elastic hold-down force on its associated side of the rail foot 4 with the free ends of its hold-down.
  • a conventional sleeper screw 37 is also provided here.
  • the threshold screw 37 is guided through the middle loop of the spring element 36 and through the passage opening of the guide plate 32 and screwed into the associated, embedded in the ground 6 dowel 11, so that the middle loop of the spring element 36 is pulled in the direction of the substrate 6 and the spring element 36 in total so twisted that the required hold-down force is exerted on the rail 4.
  • the rail S is inclined relative to the vertical V at an angle corresponding to the enclosed between the support surface 17 and the footprint 14 of the shim 12 acute angle ⁇ .

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)
  • Seats For Vehicles (AREA)
  • Bearings For Parts Moving Linearly (AREA)
  • Road Paving Structures (AREA)
EP14729627.1A 2013-06-12 2014-06-03 Anordnung für einen schienenbefestigungspunkt und unterlegplatte Active EP3008245B1 (de)

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 EP3008245A1 (de) 2016-04-20
EP3008245B1 true 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 (es)
EP (1) EP3008245B1 (es)
CN (1) CN105492692B (es)
AR (1) AR096587A1 (es)
DE (2) DE102013106123A1 (es)
DK (1) DK3008245T3 (es)
EA (1) EA038080B1 (es)
ES (1) ES2694109T3 (es)
HU (1) HUE040731T2 (es)
LT (1) LT3008245T (es)
PL (1) PL3008245T3 (es)
PT (1) PT3008245T (es)
TR (1) TR201815829T4 (es)
TW (1) TWI654352B (es)
UY (1) UY35609A (es)
WO (1) WO2014198585A1 (es)

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU2016232178A1 (en) 2015-03-16 2017-10-12 Sleepers Bvba Casing for concrete bedding of railway and method for the construction of a railway
PT3235951T (pt) * 2016-04-22 2019-07-12 Schwihag Ag Dispositivo para a fixação de um carril para veículos ferroviários
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)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE263780C (es) *
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
WO2006002682A1 (de) * 2004-07-01 2006-01-12 Vossloh-Werke Gmbh Winkelführungsplatte und system zum befestigen von schienen für schienenfahrzeuge
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

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None *

Also Published As

Publication number Publication date
TW201510321A (zh) 2015-03-16
LT3008245T (lt) 2018-11-12
DE202013103235U1 (de) 2013-08-08
TWI654352B (zh) 2019-03-21
EA201501108A1 (ru) 2016-06-30
TR201815829T4 (tr) 2018-11-21
CN105492692A (zh) 2016-04-13
US20160145812A1 (en) 2016-05-26
EA038080B1 (ru) 2021-07-02
UY35609A (es) 2015-01-30
DE102013106123A1 (de) 2014-12-18
WO2014198585A1 (de) 2014-12-18
CN105492692B (zh) 2018-05-11
AR096587A1 (es) 2016-01-20
US10174460B2 (en) 2019-01-08
DK3008245T3 (en) 2018-11-19
EP3008245A1 (de) 2016-04-20
ES2694109T3 (es) 2018-12-18
PL3008245T3 (pl) 2019-02-28
HUE040731T2 (hu) 2019-03-28
PT3008245T (pt) 2018-11-16

Similar Documents

Publication Publication Date Title
EP3008245B1 (de) Anordnung für einen schienenbefestigungspunkt und unterlegplatte
EP1974100B1 (de) System zur befestigung einer schiene
EP2245226B1 (de) System zum Befestigen einer Schiene auf einem Untergrund
EP2188449B1 (de) System zum befestigen einer schiene auf einem ebenen festen untergrund
EP2971354B1 (de) Schienenbefestigung mit clip-befestigung zwischen führungs- und unterlegplatte
DE202009004399U1 (de) Führungsplatte für ein System zum Befestigen einer Schiene auf einem Untergrund und ein eine solche Führungsplatte umfassendes System
DE202007018602U1 (de) System zum Befestigen einer Schiene
EP2318589A1 (de) Vorrichtung zur befestigung von eisenbahnschienen auf einer unterkonstruktion
EP1709249B1 (de) Hochelastischer elektrisch isolierender schienenstützpunkt
EP2297402B9 (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
DE102013107320A1 (de) Unterlegplatte und Schienenbefestigungspunkt
DE10139198A1 (de) Befestigung einer in einen Schienenweg eingebauten Weiche auf einem Oberbau
DE102019130379A1 (de) Schienenbefestigungspunkt, in dem eine schiene für ein schienenfahrzeug auf einem untergrund befestigt ist
EP3850155B1 (de) Führungsplatte und schienenbefestigungspunkt
WO2002027099A1 (de) Lagerung für einen gleisabschnitt
DE202018106074U1 (de) Abstützung für eine Schiene
DE4031540C2 (de) Schienenlager
EP0648290B1 (de) Schienenbefestigung mit federelement aus kunststoff
DE10128844A1 (de) Vorrichtung zum Befestigen von Schienen auf einem festen Untergrund
WO2019141625A1 (de) Zwischenplatte zur anordnung zwischen einem untergrund und einer schiene für ein schienenfahrzeug in einem schienenbefestigungspunkt sowie schienenbefestigungssystem
DE1534128A1 (de) Vorrichtung zum Befestigen einer Schiene auf einer Schwelle
DE102008008974A1 (de) Vorrichtung zur Befestigung von Schienen auf einem Träger

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: 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

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: SE

Payment date: 20240619

Year of fee payment: 11

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: TR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20190603