EP2870290B1 - Vorrichtung zur befestigung einer schiene auf einem träger - Google Patents

Vorrichtung zur befestigung einer schiene auf einem träger Download PDF

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Publication number
EP2870290B1
EP2870290B1 EP13729307.2A EP13729307A EP2870290B1 EP 2870290 B1 EP2870290 B1 EP 2870290B1 EP 13729307 A EP13729307 A EP 13729307A EP 2870290 B1 EP2870290 B1 EP 2870290B1
Authority
EP
European Patent Office
Prior art keywords
rail
fastening element
carrier
fastening
intermediate layer
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
EP13729307.2A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP2870290A1 (de
Inventor
Robert SÄCKLER
Hans-Christian Rossmann
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.)
Pcm Railone AG
Rail One GmbH
Original Assignee
Rail One 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 Rail One GmbH filed Critical Rail One GmbH
Publication of EP2870290A1 publication Critical patent/EP2870290A1/de
Application granted granted Critical
Publication of EP2870290B1 publication Critical patent/EP2870290B1/de
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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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
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B7/00—Switches; Crossings
    • E01B7/22—Special sleepers for switches or crossings; Fastening means therefor
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B9/00—Fastening rails on sleepers, or the like
    • E01B9/02—Fastening rails, tie-plates, or chairs directly on sleepers or foundations; Means therefor
    • E01B9/28—Fastening on wooden or concrete sleepers or on masonry with clamp members
    • 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
    • E01B1/00—Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
    • E01B1/002—Ballastless track, e.g. concrete slab trackway, or with asphalt layers
    • E01B1/004—Ballastless track, e.g. concrete slab trackway, or with asphalt layers with prefabricated elements embedded in fresh concrete or asphalt

Definitions

  • the invention relates to a device for fastening a rail on a support with the features of the preamble of claim 1.
  • Rail fasteners are mainly in the area of switches from numerous complex and costly small parts. For suburban routes are provided with anchor channels thresholds, on these anchor rails, the rail fastening can be variably mounted on the threshold. Successive rail fasteners can thus be easily twisted fixed to each other.
  • All conventional rail fasteners have for flexible positioning of the rail relative to the carrier on a multi-component component with a slot through which the horizontal load transfer takes place.
  • This slot allows, within certain limits, a rotation of the rail fastening with respect to the carrier.
  • rails in the switch area in a non-vertical position to the longitudinal axis of the carrier, the z. B. may be formed as a roadway slab or threshold, are attached.
  • provided in conventional components slot leads to a significant reduction in the vertical load application when tightening a fastener, z. B. a hammer head screw. Since the fasteners are often attracted to practice in the assembly too strong, it can lead to a tearing of the anchor rail, making the corresponding threshold is unusable.
  • the invention is therefore based on the object of specifying a device for fastening a rail on a carrier, with which a high contact pressure can be achieved, so that the vertical load transfer between the anchor rail and the fastening device is as high as possible.
  • the fastening device has two complementary fastening elements, which allow the desired rotation of the rail relative to the carrier.
  • the second fastener which has the contact surface for the rail, absorbs horizontal forces that arise while driving, at the same time the second fastener is anchored to the support so that vertical loads can be absorbed.
  • the two contact surfaces, which are formed in the first and the second fastening element, are coordinated with each other so that a variable positioning of the second fastening element is possible, in this way, the rail can be fixed deviating from a rectangular position on the support.
  • contact surfaces of the fastening elements it is preferred in the device according to the invention that these are formed in a circle segment.
  • the contact surfaces may have an angular range of, for example, 30 ° -90 °, so that a sufficient force transmission is possible via a contact surface formed between the two contact surfaces even if the position of the rail to the carrier deviates considerably from the right-angled position.
  • the second fastening element is rotatably attachable to the carrier about an attachment point.
  • This attachment point allows a load transfer in the vertical direction, the attachment point is designed so that a high vertical force can be transmitted.
  • first and / or the second fastening element can be attached to the undercut groove of the carrier by means of a hook head screw and / or a hammer head screw.
  • the carrier which may be formed as a threshold or deck plate, has an embedded on its upper side undercut groove on which the head of a hook bolt or a hammer head screw can be supported.
  • both the first and the second fastening element is anchored to the groove of the carrier.
  • the first fastening element has a circular opening for a fastening element.
  • the fastener may be formed as a screw, hook-headed screw or hammer head screw. Since the fastening element has a circular opening, that is to say a through hole, it is possible to dispense with the elongated hole existing in conventional rail fastenings, which has proved to be less resilient in practice. Through the circular opening a maximum load transfer between the anchor rail is ensured with the undercut groove and the fastener.
  • the first fastening element has on its underside an insertable into the groove of the carrier projection.
  • This projection is adapted to the shape and size of the groove and prevents rotation of the first fastener.
  • a hold-down for a rail foot covering is arranged on the top of the second fastener. The hold-down surrounds the rail foot, at the same time it reduces the transmission of vibrations resulting from the driving operation to the ground.
  • the invention relates to a rail arrangement, comprising a rail which is arranged on a designed as a prestressed concrete sleepers or deck plate carrier.
  • the rail arrangement according to the invention is characterized in that the rail by means of devices according to one of claims 1-5, which are arranged on both sides of the rail, is fixed on the carrier.
  • the first and second fastening elements made of a plastic material, in particular polyamide, exist.
  • the carrier is designed as a prestressed concrete sleeper 1, which has a plurality of tension wires 2 and a reinforcing grid 3 protruding from the underside.
  • the prestressed concrete sleeper 1 is cast in concrete during the production of a railroad track.
  • a rail 4 is fixed on the top of the prestressed concrete sleeper 1 by means of fastening devices 5.
  • fastening devices 5 For the sake of clarity, only one side of the fastening device 5 is shown in the drawings, but the fastening devices 5 are always used in pairs to support the rail 4 from both sides.
  • the rail 4 is intended for local traffic, but in principle the fastening device 5 is not limited thereto, since any type of rails 4 can be fastened with the fastening device 5.
  • the rail 4 has a rail 6, which is surrounded by a rail foot casing 7.
  • the consisting of an elastomer rail foot shroud 7 prevents the transmission of vibrations and vibration of the rail 4 on the prestressed concrete sleeper 1 and the ground.
  • the prestressed concrete sleeper 1 has on its upper side an embedded anchor rail 8, through which an undercut groove is formed.
  • the anchor rail 8 is formed integrally with the prestressed concrete sleeper 1.
  • the fastening of the rail 4 on the prestressed concrete sleeper 1 takes place by means of the fastening devices 5, wherein a fastening device 5 has a first fastening element 9 and a second fastening element 10.
  • a fastening device 5 has a first fastening element 9 and a second fastening element 10.
  • the first fastening element 9 has a concave contact surface 14, which is designed in the shape of a circle segment.
  • the first fastening element 9 is substantially plate-shaped and has an in Fig. 6 shown circular opening 11.
  • the first fastening element 9 is inserted and screwed onto the shank of the hammer head screw 12.
  • the first fastening element 9 has a projection 13 on its lower side in the mounted state.
  • the cuboid projection 13 extends parallel to side surfaces of the first fastening element 9, the width of the projection 13 is selected so that the projection can be inserted into the groove of the anchor rail 8.
  • the projection 13 serves as a rotation, since it prevents rotation of the first fastener 9 when tightening the hammer head screw 12.
  • the second fastening element 10 has a convex contact surface 15, which is formed opposite to the concave contact surface 14 of the first fastening element 9. Both contact surfaces 14, 15 are circular segment-shaped and have the same radius.
  • the second fastener 10 has a circular opening 16 through which it is secured. The attachment is also done with a hammer head screw 12 which is inserted through the opening 16 of the second fastener 10 and which is bolted to a nut.
  • a hold-down 18 On the top of the second fastener 10 which rests with one side on the rail base casing 7 and the rail 4 holds in position.
  • adjacent sleepers have slightly different angles to the rail.
  • the sleepers and rails are positioned along the planned route, then the two fasteners 9, 10 are mounted. While the first fastening element 9 is always mounted in the same position by the projection 13 on its underside, the position of the second fastening element 10 changes depending on the respective angle between the prestressed concrete sleeper 1 and the rail 4. The angular difference is due to the two contact surfaces 14 15 of the two fastening elements 9, 10 balanced.
  • the hold-down 18 is located on the upper side of the second fastening element 10 and clamps the rail 4 and the rail foot sheath 7.
  • a scale with an angle division is applied, on the upper side of the second fastening element 10 there is a marking 19, so that the angle formed between the prestressed concrete sleeper 1 and the rail 4 can be read off.
  • a square projection 20 On the top of the second fastener 10 is a square projection 20 which prevents rotation of the blank holder 18 during assembly.
  • the construction of the fastening device 5 ensures that rotation is ensured by the first fastening element 9; on the other hand, both vertical forces resulting from the rail hold-down and horizontal forces resulting from the cornering of the train can be removed into the threshold.
  • the fastening device can be adapted to all common systems that cause a rail holddown. Accordingly, all common hold-down mechanisms of different attachment can be placed.
  • a fixed road height adjustment may be implemented by varying the height of the fasteners 9, 10.
  • the fastening device 5 is suitable both for ballast sleepers as well as for fixed carriageways, z. B. suitable for the offered by the applicant system RHEDA City.
  • the fastener made of polyamide 9, 10 together with the made of an elastomer (rubber) Schienenfußummantelung 7 a complete electrical insulation of the rail is ensured by the threshold.
  • the hold-down mechanism for the rail is carried out electrically insulated from the hammer head screw.
  • Fig. 10 shows the prestressed concrete sleeper 1, which has the embedded anchor rail 8 on its upper side, insofar as the prestressed concrete sleeper 1 is similar to that of the preceding embodiment.
  • an elastic intermediate layer 22 is inserted into the groove 21 formed by the anchor rail 8.
  • the elastic intermediate layer 22 has a rectangular basic shape, on its underside a cylindrical projection 23 is formed, which extends perpendicularly from the elastic intermediate layer 22 downwards.
  • the elastic intermediate layer 22 and the projection 23 are formed integrally with each other and made of an elastomer. In other embodiments, the intermediate layer and the projection can also be formed in two or more parts and are subsequently joined together.
  • the elastic intermediate layer 22 is fixed centrally on the prestressed concrete sleeper 1, whereby a rotationally free positioning on the prestressed concrete sleeper 1 is made possible.
  • the elastic intermediate layer 22 of the rail foot of the rail (not shown) is arranged, so that the elastic intermediate layer 22, which also serves as a pad is designated, angle-independent can be fixed below the rail. In this storage can be dispensed with further elastic intermediate layers, which are conventionally arranged between rail fasteners and the underside of the rail foot.
  • the transverse forces acting on the intermediate layer 22 are removed via the rail fasteners (not shown).
  • the round, central fixation of the elastic intermediate layer 22 allows unrestricted use in the Figures 1 - 9 In addition, it can also be used in other conventional fastening systems.
  • the "rotatability" at the same time the effect of a captive and slip protection is achieved.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Railway Tracks (AREA)
  • Fittings On The Vehicle Exterior For Carrying Loads, And Devices For Holding Or Mounting Articles (AREA)
  • Rear-View Mirror Devices That Are Mounted On The Exterior Of The Vehicle (AREA)
EP13729307.2A 2012-07-05 2013-06-10 Vorrichtung zur befestigung einer schiene auf einem träger Active EP2870290B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102012013286.7A DE102012013286B4 (de) 2012-07-05 2012-07-05 Vorrichtung zur Befestigung einer Schiene auf einem Träger
PCT/EP2013/061872 WO2014005796A1 (de) 2012-07-05 2013-06-10 Vorrichtung zur befestigung einer schiene auf einem träger

Publications (2)

Publication Number Publication Date
EP2870290A1 EP2870290A1 (de) 2015-05-13
EP2870290B1 true EP2870290B1 (de) 2017-03-15

Family

ID=48628646

Family Applications (1)

Application Number Title Priority Date Filing Date
EP13729307.2A Active EP2870290B1 (de) 2012-07-05 2013-06-10 Vorrichtung zur befestigung einer schiene auf einem träger

Country Status (9)

Country Link
US (1) US9416497B2 (es)
EP (1) EP2870290B1 (es)
AU (1) AU2013286205B2 (es)
CA (1) CA2878198C (es)
DE (1) DE102012013286B4 (es)
ES (1) ES2628359T3 (es)
HU (1) HUE034682T2 (es)
IN (1) IN2015MN00016A (es)
WO (1) WO2014005796A1 (es)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU197625U1 (ru) * 2020-03-16 2020-05-18 Общество с ограниченной ответственностью "ГРУППА ОТР" Железобетонное подрельсовое основание с П-образным профилем
RU198291U1 (ru) * 2020-03-16 2020-06-30 Общество с ограниченной ответственностью "ГРУППА ОТР" Железобетонное подрельсовое основание с П-образным профилем

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102012013286B4 (de) * 2012-07-05 2016-06-30 Rail.One Gmbh Vorrichtung zur Befestigung einer Schiene auf einem Träger
US10392758B2 (en) * 2016-06-21 2019-08-27 Lewis Bolt & Nut Company Bridge tie fastener system
CN109879166A (zh) * 2019-03-09 2019-06-14 中国水利水电第五工程局有限公司 一种用于大型门吊十字型交叉轨道的快速变轨装置

Family Cites Families (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE469131C (de) * 1928-01-26 1928-12-07 Schwaebische Huettenwerke Gmbh Doppelklemmplatte fuer Schienen
US2235776A (en) * 1938-06-02 1941-03-18 Rushing Herschel Lee Railway tie plate
US2465802A (en) * 1947-08-28 1949-03-29 Union Switch & Signal Co Gauge plate assembly
FR2482990A1 (fr) 1980-05-21 1981-11-27 Socader Sa Traverse en beton arme pour appareils de voie a dispositif de fixation sensiblement axial
JPH07127003A (ja) * 1993-11-02 1995-05-16 East Japan Railway Co ボルトゆるみ止め金具
US6170756B1 (en) * 1997-11-12 2001-01-09 Portec Rail Products, Inc. Gauge plate and switch rod insulators
DE19908898A1 (de) 1999-03-02 2000-09-07 Voith Sulzer Papiertech Patent Verfahren zur Zudosierung eines fluiden Mediums in einen Suspensionsstrom eines Stoffauflaufes und Stoffauflauf
JP2000257001A (ja) * 1999-03-04 2000-09-19 Yamato Kogyo Co Ltd 分岐器用床板の締結構造
CA2572807C (fr) * 2007-01-05 2014-08-12 Pultrusion Technique Inc. Crapaud anticorrosif isolant et compose integralement d'une composition polymerique
WO2013138097A1 (en) * 2012-03-12 2013-09-19 Habel Tom Rail gauge-plate insulator
DE102012013286B4 (de) * 2012-07-05 2016-06-30 Rail.One Gmbh Vorrichtung zur Befestigung einer Schiene auf einem Träger

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU197625U1 (ru) * 2020-03-16 2020-05-18 Общество с ограниченной ответственностью "ГРУППА ОТР" Железобетонное подрельсовое основание с П-образным профилем
RU198291U1 (ru) * 2020-03-16 2020-06-30 Общество с ограниченной ответственностью "ГРУППА ОТР" Железобетонное подрельсовое основание с П-образным профилем

Also Published As

Publication number Publication date
CA2878198A1 (en) 2014-01-09
US20150337499A1 (en) 2015-11-26
HUE034682T2 (en) 2018-02-28
IN2015MN00016A (es) 2015-10-16
US9416497B2 (en) 2016-08-16
EP2870290A1 (de) 2015-05-13
AU2013286205B2 (en) 2016-06-23
AU2013286205A1 (en) 2015-01-29
DE102012013286A1 (de) 2014-01-09
DE102012013286B4 (de) 2016-06-30
ES2628359T8 (es) 2017-09-25
ES2628359T3 (es) 2017-08-02
WO2014005796A1 (de) 2014-01-09
CA2878198C (en) 2017-05-23

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