EP2191069B1 - System zum befestigen einer schiene und spannklemme für ein solches system - Google Patents

System zum befestigen einer schiene und spannklemme für ein solches system Download PDF

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Publication number
EP2191069B1
EP2191069B1 EP08804830.1A EP08804830A EP2191069B1 EP 2191069 B1 EP2191069 B1 EP 2191069B1 EP 08804830 A EP08804830 A EP 08804830A EP 2191069 B1 EP2191069 B1 EP 2191069B1
Authority
EP
European Patent Office
Prior art keywords
rail
torsion
tensioning clamp
holding arm
transition
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
EP08804830.1A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP2191069A1 (de
Inventor
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 SI200831777A priority Critical patent/SI2191069T1/sl
Priority to PL08804830T priority patent/PL2191069T3/pl
Priority to RS20170172A priority patent/RS55722B1/sr
Publication of EP2191069A1 publication Critical patent/EP2191069A1/de
Application granted granted Critical
Publication of EP2191069B1 publication Critical patent/EP2191069B1/de
Priority to HRP20170362TT priority patent/HRP20170362T1/hr
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
    • E01B9/38—Indirect fastening of rails by using tie-plates or chairs; Fastening of rails on the tie-plates or in the chairs
    • E01B9/44—Fastening the rail on the tie-plate
    • E01B9/46—Fastening the rail on the tie-plate by clamps
    • E01B9/48—Fastening the rail on the tie-plate by clamps by resilient steel clips

Definitions

  • the invention relates to a system for fastening a rail, which has a rail foot, a web standing thereon and a rail head.
  • the system according to the invention comprises a support plate and a tension clamp held on the support plate.
  • This tension clamp has a central portion for tightening the tension clamp on the support plate, at least one torsion portion branching laterally from the central portion and a support arm connected to the torsion portion via a bent transition portion extending from the transition portion opposite the torsion portion and over the free end its end portion exerts a resilient elastic holding force on the rail of the rail to be fastened.
  • the length of the torsion section and the course of the transition section are matched to one another in such a way that at least the transition section is guided free of bearing laterally on a region of the support plate assigned to the middle section of the tension clamp.
  • two ribs are formed on the support plate extending over their length measured in the longitudinal direction of the rail to be mounted, defining therebetween a section in which the foot of the then fastened rail stands when the system is completely assembled.
  • the ribs serve on the one hand as lateral stops which limit the transverse movements of the rail occurring when passing over a rail vehicle.
  • the ribs are used in the known system for fastening the tension clamp, via which the holding force required for holding down the rail is resiliently applied to the rail foot.
  • the ⁇ -shaped tension clamp "SKL 24" used in the known system is designed such that its torsion sections and retaining arms have a maximum spring travel and, associated therewith, maximum elasticity.
  • the known tensioning clamp has a loop-shaped middle section, from the ends of which a substantially straight torsion section, in each case, extends in the direction of the respective side.
  • the torsion sections then each pass into a transition section which is bent back in the direction of the center section in a plan view and adjoins in each case a retaining arm which is straight and extends substantially parallel to the respective side.
  • the clear width between the Torsionsabitesen and their respective associated arm is in plan view is substantially constant and corresponds to the thickness of the rib measured transversely to the longitudinal extent of the rail to be fastened, plus an excess which is required to accommodate the rib in its thickness direction with play in the space surrounding the torsion sections and retaining arms.
  • the tension of the tension clamp on the support plate takes place in the known system via a screwed onto a clamping bolt nut.
  • the clamping bolt is seated with its one end in a centrally formed in the top of the respective rib recess and is guided at its other end by the bounded by the central portion opening.
  • the invention was based on the object to provide a tension clamp and a system for securing a rail, which can be easily mounted while maintaining the spring behavior of the known fastening system and have an overall improved reliability.
  • a tension clamp is used, which is designed taking into account the longitudinal direction of the rail to be fastened length of the support plate so that its at least one support arm can travel maximum spring travel.
  • the End portion of the support arm of the torsion portion pointing away angled so that it points in the mounting position in the direction of the web of the rail to be fastened.
  • the support area in which the holding arm with its end portion exerts the required hold-down force on the rail, moved from the edge of the rail foot in the direction of the rail web.
  • the required holding force is always properly transferred from the respective arm to the rail, when the rail due to the lateral forces occurring when driving over the rail and an inaccurate lateral support on the support plate excessively strong to their longitudinal direction moves.
  • the inventive design of the tensioning clamp used in a system according to the invention a lower tendency to twist during assembly.
  • the invention carried out displacement of the support portion in the direction of the rail web despite the otherwise still close to the ribs along current alignment of torsion and arm a higher resistance to rotation, as in the known design with their exclusively straight holding arms of the Case was.
  • a tensioning clamp according to the invention taking into account the dimensions of the other belonging to a system according to the invention components can be designed so that between rail and / or rib another component, such as an insulating member for suppressing electrical bridges between rail and fastening system, can be arranged.
  • the invention thus provides, with surprisingly simple means, a fastening system in which both the assembly safety and the operational reliability are significantly increased compared to the prior art.
  • the end section of the holding arm is angled relative to the section of the holding arm adjoining it such that the imaginary extension of the end section encloses an angle of less than 90 ° with the web of the rail in the assembly position.
  • End sections shaped in this way can be produced particularly economically by conventional bending methods on the machines available in practice.
  • the safety against twisting of the tensioning clamp mounted in a system according to the invention can additionally be increased by aligning a section of the holding arm emanating from the transition section in the direction of the torsion section as seen in plan view.
  • the reversal region, in which the relevant section initially directed in the direction of the torsion section then merges into the end section of the holding arm pointing away from the torsion section, can be used to support the tensioning clamp on a correspondingly formed form element of the support plate.
  • This shaped element may be, for example, a rib formed on the upper side of the support plate associated with the tensioning clamp, on which the middle section of the tensioning clamp is supported.
  • the tension clamp can be braced in a conventional manner. Is then the least clear width between the torsion and the arm at least equal to the thickness of the rib, the clamp can on the one hand easily placed on the support plate and thereby absorb the rib between them. On the other hand, the rib can just as easily be used to secure the position of the tension clamp.
  • tension clamp can also be supported by the fact that in the assembled position of the torsion section is parallel to the rib, without abutting on this. In this embodiment, no contact with another component hinders the free mobility of the torsion section.
  • the tension clamp can be made ⁇ -shaped by the central portion is formed loop-shaped and depart from it two oppositely oriented torsion to each of which via a transition section in each case a holding arm is connected with an angled end section.
  • a tensioning clamp designed in accordance with the invention has a middle section, at least one torsion section extending laterally from the central section, at least one transition section adjoining the torsion section and at least one retaining arm connected to the transition section. which, viewed in plan view, is oriented opposite to the torsion section.
  • the end section of the holding arm assigned to the free end of the holding arm is angled away from the torsion section in a plan view as seen in plan view.
  • the system 1 is used to attach a rail 2, which is part of a track body, not further shown.
  • the rail fastening system 1 has in each case two, identically shaped support plates 5, 6 arranged on a threshold, a plate or another base 3 suitable for supporting the track body, which are also referred to in the technical language as "ribbed plates" above a base plate 4.
  • the support plates 5,6 are arranged opposite to the foot 7 of the rail 2 and screwed in a conventional manner by means of screws with the substrate 3.
  • an elastic layer is provided between the rail foot 7 and the base plate 4 in a conventional manner.
  • the support plates 5, 6 each have, in plan view, a rectangular basic shape with a length LT measured parallel to the longitudinal axis L of the rail 2.
  • its upper side is in each case plane-shaped in the form of a plane 9, 10 sloping in the direction of the narrow side 8.
  • a respective rib 11, 12 adjoining the narrow side 8 the rail 2 associated narrow side 14 of the respective support plate 5.6 is formed, which extends over the entire length LT of the respective support plates 5,6 extends.
  • These ribs 11, 12 ensure that the support plates 6, 7 continue to guide the rail 2 securely even when, as a result of the load occurring when the rail 2 is moved over by a train, vertically oriented lift-off movements and transversely to the longitudinal direction L of the rail 2 directed transverse movements comes.
  • a mounting hole not shown here formed, which is designed in known manner as mushroom head milling.
  • this attachment opening designed as a hook screw clamping screw 13 is inserted so that it is held with its screw head in the mounting hole and its threaded portion is above the top of the rib 11,12 addition.
  • clamping clamps 14,15 are provided, one of which is assigned to each of the support plates 5.6.
  • the clamps 14,15 are each formed ⁇ -shaped. They have a loop-shaped central portion 16 which, viewed in itself, is U-shaped in plan view and in the assembly position surrounds the threaded portion of the clamping screw 13 projecting beyond the respective rib 11, 12 by at least 180 °.
  • the base of the middle section 16 is assigned to the rail 2, while its opening points in the mounting position of the rail 2 away.
  • the torsion sections 19, 20 are connected without jump to the respective curved piece 17, 18 in such a way that, on the one hand, they are arranged at right angles to the respective limbs of the middle section 16 and extend substantially parallel to the rail 2 in the assembled position.
  • the clamping clamps 14, 15 are resting on one level, they point obliquely upward at an angle .beta.1, so that they are supported in the assembly position only in the reverse region of the respective curved piece 17, 18 on the respective support plate 5, 6.
  • the length LA of the torsion sections 19, 20 is matched to the length L of the respective ribs 11, 12 of the support plates 5, 6 such that their end facing away from the middle section 16 projects laterally beyond the respective rib 11, 12.
  • transition portions 21, 22 adjoin the torsion sections 19, 20, which, viewed in plan view, is bent by more than 180 ° in the direction of the base of the middle section 16.
  • the radius of curvature of the transition sections 21, 22 is in each case greater than the thickness D of the respective rib 11, 12.
  • each of a holding arm 25,26 is formed at the transition portions 21,22 respectively.
  • the sections 23,24 extend starting from the respective transition section 21,22, initially seen in plan view in Direction of the arranged on the other longitudinal side of the clamps 14,15 Torsionsabête 19,20.
  • the holding arms 25, 26 are aligned overall at the same angle ⁇ 1 as the torsion sections 19, 20.
  • the sections 23,24 of the support arms 25,26 go in each case in a curved transition point 27,28 without a jump in each case an end portion 29,30 of the respective support arm 25,26 over.
  • the curvature of the transition point 27, 28 is chosen such that the end sections 29, 30 are directed away from the torsion sections 19, 20 in the direction of the web 31 of the rail 2 to be fastened.
  • the included between the sections 23,24 and their respective end portions 29,30 of the support arms 25,26 in plan view angle ß2 corresponds to about 120 °.
  • the clear width W at the narrowest point between the transition points 27, 28 and the respectively opposite torsion portion 19, 20 corresponds to a slight excess of the thickness D of the respective rib 11, 12.
  • the middle section 16 is placed on the respective tightening screw 13 such that the tightening screw 13 is guided through the opening surrounded by the central section 16. Subsequently, a nut 32 is screwed onto the clamping screw 13, which presses the central portion 16 against the respective rib 11,12 and so the respective tensioning clamp 14,15 total braced.
  • the Torsionsabête 19,20 are now facing away from the rail 2 and the support arms 25,26 on the Rail 2 facing side of the respective rib 11,12 arranged.
  • the height H of the bow pieces 17, 18 of the tensioning clamps 14, 15 is dimensioned such that the tensioning clamps 14, 15 are supported in the torsion portions 19, 20 on the respective support plate 5, 6 only in the region of the transition from the bow pieces 17, 18 are. Since at the same time the transition sections 21,22 are guided around at a distance around the narrow sides of the ribs 11,12, the tension clamps 14,15 on their Torsionsabête 19,20 and transition sections 21,22 to the support area 32,33 of the end portions 29,30 of Move retaining arms 25,26 largely free springy.
  • the end portions 29,30 of the support arms 25,26 are angled so that their imaginary extension in mounting position with the web 31 of the rail 2 forms an angle ß3 of about 50 °.
  • the end portions 29,30 of the support arms 25,26 lie with their Auflagebrugs 33,34 in the direction of the web 31 of the rail 2 against the edge 35 of the rail foot. 7 offset on the top and thus also counteract excessive deformation of the respective tensioning clamp 14,15 during their assembly. At the same time, the offset in the direction of the rail web 31 supporting position of the end portions 29,30 ensures that despite the minimized width B of the clamps 14,15 the required hold-down forces are always transmitted safely even with transverse movements of the rail 2.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Clamps And Clips (AREA)
  • Seats For Vehicles (AREA)
  • Connection Of Plates (AREA)
  • Tires In General (AREA)
  • Fittings On The Vehicle Exterior For Carrying Loads, And Devices For Holding Or Mounting Articles (AREA)
  • Railway Tracks (AREA)
  • Connections Arranged To Contact A Plurality Of Conductors (AREA)
  • Shaping By String And By Release Of Stress In Plastics And The Like (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Insertion Pins And Rivets (AREA)
  • Wire Bonding (AREA)
  • Flanged Joints, Insulating Joints, And Other Joints (AREA)
  • Lift-Guide Devices, And Elevator Ropes And Cables (AREA)
EP08804830.1A 2007-09-27 2008-09-26 System zum befestigen einer schiene und spannklemme für ein solches system Active EP2191069B1 (de)

Priority Applications (4)

Application Number Priority Date Filing Date Title
SI200831777A SI2191069T1 (sl) 2007-09-27 2008-09-26 Sistem za pritrditev v tirnice in vpenjalna priprava za takšen sistem
PL08804830T PL2191069T3 (pl) 2007-09-27 2008-09-26 System do przytwierdzania szyny oraz napinająca łapka do takiego systemu
RS20170172A RS55722B1 (sr) 2007-09-27 2008-09-26 Sistem za pričvršćivanje šine i pritezna stezaljka za takav sistem
HRP20170362TT HRP20170362T1 (hr) 2007-09-27 2017-03-06 Sustav za učvršćivanje tračnice i zatezna stezaljka za takav sustav

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102007046543A DE102007046543A1 (de) 2007-09-27 2007-09-27 System zum Befestigen einer Schiene und Spannklemme für ein solches System
PCT/EP2008/062961 WO2009043822A1 (de) 2007-09-27 2008-09-26 System zum befestigen einer schiene und spannklemme für ein solches system

Publications (2)

Publication Number Publication Date
EP2191069A1 EP2191069A1 (de) 2010-06-02
EP2191069B1 true EP2191069B1 (de) 2016-12-07

Family

ID=40202048

Family Applications (1)

Application Number Title Priority Date Filing Date
EP08804830.1A Active EP2191069B1 (de) 2007-09-27 2008-09-26 System zum befestigen einer schiene und spannklemme für ein solches system

Country Status (29)

Country Link
US (1) US8408477B2 (zh)
EP (1) EP2191069B1 (zh)
KR (1) KR101627778B1 (zh)
CN (1) CN101815824B (zh)
AR (1) AR068637A1 (zh)
AU (1) AU2008306993B2 (zh)
BR (1) BRPI0817532A2 (zh)
CL (1) CL2008002896A1 (zh)
DE (1) DE102007046543A1 (zh)
DK (1) DK2191069T3 (zh)
EA (1) EA015808B1 (zh)
ES (1) ES2614952T3 (zh)
HK (1) HK1147298A1 (zh)
HR (1) HRP20170362T1 (zh)
HU (1) HUE031996T2 (zh)
IL (1) IL204527A (zh)
LT (1) LT2191069T (zh)
MX (1) MX2010003277A (zh)
PE (1) PE20091139A1 (zh)
PL (1) PL2191069T3 (zh)
PT (1) PT2191069T (zh)
RS (1) RS55722B1 (zh)
SA (1) SA08290617B1 (zh)
SI (1) SI2191069T1 (zh)
TW (1) TWI460335B (zh)
UA (1) UA98808C2 (zh)
UY (1) UY31369A1 (zh)
WO (1) WO2009043822A1 (zh)
ZA (1) ZA201002183B (zh)

Families Citing this family (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102009041112B4 (de) 2009-09-15 2014-10-30 Vossloh-Werke Gmbh System zum Befestigen einer Schiene und Befestigung einer Schiene
DE202010009770U1 (de) * 2010-03-12 2010-10-07 Vossloh-Werke Gmbh System zum Befestigen einer Schiene und Adapterstück für ein solches System
PL2369055T3 (pl) * 2010-03-12 2014-10-31 Vossloh Werke Gmbh System do mocowania szyny i płyta prowadząca dla takiego systemu
DE102010013055A1 (de) * 2010-03-26 2011-09-29 Thyssenkrupp Gft Gleistechnik Gmbh Spannklemme
DE102010050199A1 (de) 2010-11-04 2012-05-10 Vossloh-Werke Gmbh Spannklemme zum Befestigen einer Schiene und mit einer solchen Spannklemme ausgestattetes System
US9045866B2 (en) 2010-11-04 2015-06-02 Vossloh-Werke Gmbh Tensioning clamp for fastening a rail and system equipped with a tensioning clamp of this type
DE202010016149U1 (de) 2010-11-04 2011-02-17 Vossloh-Werke Gmbh Spannklemme zum Befestigen einer Schiene und mit einer solchen Spannklemme ausgestattetes System
US8844836B2 (en) 2010-11-04 2014-09-30 Vossloh-Werke Gmbh Rail clamp for attaching a rail and system provided with a rail clamp of this type
DE102011000896A1 (de) * 2011-02-23 2012-08-23 Vossloh-Werke Gmbh System zum Befestigen einer Schiene
JP6095650B2 (ja) * 2011-06-10 2017-03-15 シュヴィハーク・アクチエンゲゼルシャフト レール固定システム
EA027349B1 (ru) * 2012-10-31 2017-07-31 Швихаг Аг Пружинный элемент для закрепления рельсов
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
KR101971886B1 (ko) 2018-12-14 2019-04-24 대원강업주식회사 고속철도용 레일 체결장치의 체결스프링 특성 시험 장치 및 시험 방법
GB2583722B (en) * 2019-05-03 2022-05-18 Pandrol Vortok Ltd Rail clamp connector

Citations (1)

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WO2003046285A2 (de) * 2001-11-30 2003-06-05 Vossloh-Werke Gmbh Federelement zum verspannen von schienen für schienenfahrzeuge

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US369055A (en) * 1887-08-30 Wire-rope-making machine
GB772821A (en) * 1955-02-22 1957-04-17 George Turton Platts & Co Ltd Means for securing rails to rail chairs or other supporting base
BE757946A (fr) * 1969-10-27 1971-04-01 Munch Wilhelm Fixation de rails
US4625912A (en) * 1978-08-02 1986-12-02 True Temper Railway Appliances, Inc. Railway fastening assembly
US4442973A (en) * 1978-08-02 1984-04-17 True Temper Railway Appliances, Inc. Rail fastening assemblies
DE3147387C2 (de) 1981-11-30 1985-04-18 Hoesch Ag, 4600 Dortmund Befestigungsvorrichtung für Schienen
DE3526653A1 (de) * 1985-07-25 1987-02-05 Vossloh Werke Gmbh Schienenbefestigung mittels einer elastischen spannklemme
US4844337A (en) * 1987-03-27 1989-07-04 Chemetron-Railway Products, Inc. Railway rail assembly
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JP5185136B2 (ja) 2006-01-21 2013-04-17 フォスロー−ベルケ ゲゼルシャフト ミット ベシュレンクテル ハフツング レールを固定するシステム

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WO2003046285A2 (de) * 2001-11-30 2003-06-05 Vossloh-Werke Gmbh Federelement zum verspannen von schienen für schienenfahrzeuge

Also Published As

Publication number Publication date
MX2010003277A (es) 2010-04-09
ES2614952T3 (es) 2017-06-02
DK2191069T3 (en) 2017-02-27
KR20100065170A (ko) 2010-06-15
TW200925353A (en) 2009-06-16
US8408477B2 (en) 2013-04-02
PT2191069T (pt) 2017-02-15
HK1147298A1 (en) 2011-08-05
UY31369A1 (es) 2009-04-30
CN101815824B (zh) 2013-09-11
EA015808B1 (ru) 2011-12-30
WO2009043822A1 (de) 2009-04-09
EA201000462A1 (ru) 2010-10-29
IL204527A0 (en) 2010-11-30
LT2191069T (lt) 2017-02-10
TWI460335B (zh) 2014-11-11
AU2008306993A1 (en) 2009-04-09
CL2008002896A1 (es) 2010-01-22
US20100308123A1 (en) 2010-12-09
HUE031996T2 (en) 2017-08-28
CN101815824A (zh) 2010-08-25
SA08290617B1 (ar) 2011-02-13
IL204527A (en) 2014-08-31
EP2191069A1 (de) 2010-06-02
PL2191069T3 (pl) 2017-07-31
AR068637A1 (es) 2009-11-25
UA98808C2 (ru) 2012-06-25
RS55722B1 (sr) 2017-07-31
AU2008306993B2 (en) 2014-08-14
SI2191069T1 (sl) 2017-04-26
DE102007046543A1 (de) 2009-04-16
HRP20170362T1 (hr) 2017-04-21
BRPI0817532A2 (pt) 2015-03-31
ZA201002183B (en) 2010-12-29
KR101627778B1 (ko) 2016-06-13
PE20091139A1 (es) 2009-08-01

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