EP2643519B1 - Führungsplatte zum seitlichen führen einer schiene und system zum befestigen einer schiene - Google Patents

Führungsplatte zum seitlichen führen einer schiene und system zum befestigen einer schiene Download PDF

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Publication number
EP2643519B1
EP2643519B1 EP11767001.8A EP11767001A EP2643519B1 EP 2643519 B1 EP2643519 B1 EP 2643519B1 EP 11767001 A EP11767001 A EP 11767001A EP 2643519 B1 EP2643519 B1 EP 2643519B1
Authority
EP
European Patent Office
Prior art keywords
guide plate
face
shoulder
rail
counter bearing
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
EP11767001.8A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP2643519A1 (de
Inventor
Marcus Ortmann
Dierk Bressel
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 PL11767001T priority Critical patent/PL2643519T3/pl
Publication of EP2643519A1 publication Critical patent/EP2643519A1/de
Application granted granted Critical
Publication of EP2643519B1 publication Critical patent/EP2643519B1/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
    • 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
    • E01B9/30—Fastening on wooden or concrete sleepers or on masonry with clamp members by resilient steel clips
    • 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
    • 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
    • E01B9/30—Fastening on wooden or concrete sleepers or on masonry with clamp members by resilient steel clips
    • E01B9/303—Fastening on wooden or concrete sleepers or on masonry with clamp members by resilient steel clips the clip being a shaped bar

Definitions

  • the invention relates to a guide plate for laterally guiding a rail on an abutment, which is formed on a base having a footprint on which the guide plate is in the fully assembled state, wherein the guide plate has a counter-bearing associated support portion with a support surface, with the guide plate in the assembled state is supported on the counter bearing.
  • the invention relates to a system for fastening a rail, in which a guide plate of the type specified above is used.
  • guide plates and fastening systems of the type in question are used in the attachment of rails on a solid surface, for example, by a concrete sleeper or a concrete slab can be formed.
  • the rail to be fastened usually stands on an elastic intermediate layer directly on the solid ground. Laterally, the rail is guided by guide plates, the pairs in between form a track-accurate rail channel.
  • a ⁇ -shaped tension clamp On the guide plate, a ⁇ -shaped tension clamp is usually mounted, which presses in the assembled state with the free end portions of their spring arms on the free top of the rail of the rail to be fastened. At one of their free end portion respectively opposite, curved and supported on the guide plate support portion, the spring arms of the tension clamp go into an over-center loop, which is braced by means of a clamping screw against the solid ground.
  • the known angle guide plate laterally integrally formed on them sections whose surface is inclined so that water reaching them is directed away from the angled guide plate.
  • water accumulations can continue to form which, on the one hand, causes corrosion of the parts of the respective clamping element which are in the accumulation of water and, on the other hand, impairs the electrical insulation of the clamping element and, concomitantly, the insulation of the rail in electrically conductive contact with the clamping element can be.
  • the upper side can be designed so that a conventionally designed spring element mounted on the angled guide plate is laterally guided in the region of at least one of its sections extending transversely to the rail in the assembled state. In this way, can be safely prevent the spreading of the spring element due to higher clamping forces, which are required to apply the high, required for a permanently secure attachment of highly loaded rails holding forces.
  • a guide plate for laterally guiding a rail on an abutment which is formed by a molded into a threshold shoulder.
  • the threshold forms a base, which has a footprint on which the guide plate is in the assembled state.
  • the guide plate has a support bearing associated with the support portion with a support surface with which the guide plate is supported in the assembled state on the abutment.
  • a shoulder is formed on the support portion, through which the abutment associated end face the support surface of the Support section is extended.
  • the maximum height of the shoulder over the footprint of the ground associated bearing surface of the guide plate is greater than the maximum height of the guide plate in the assembled state supporting abutment on the footprint of the ground. Accordingly, the shoulder is in the assembled state at a considerable distance above the ground. In this way, the shoulder provides a barrier to liquids that may accumulate on the ground or the guide plate, for example in heavy rain.
  • moisture in the assembled guide plate passes into the gap, which is inevitably present between the substrate and the guide plate in the region of the anvil and the shoulder of the guide plate.
  • a solving this problem guide plate according to the invention has the features specified in claim 1.
  • a shoulder is formed on the support portion, by which the abutment associated end face, the support surface of the support portion is extended. In this way, the maximum height of the shoulder over the footprint of the ground associated bearing surface of the guide plate is greater than the maximum height of the guide plate in the assembled state supporting abutment on the footprint of the ground.
  • the shoulder formed on the support portion is dimensioned so that it protrudes upwards over the abutment when the guide plate is assembled.
  • the thus formed shoulder accordingly forms, as in the above-mentioned prior art, a barrier to moisture which collects in practical use on the guide plate and at conventional guide plates due to surface tension and adhesive or cohesive forces as a thin film on the surface of the conventional guide plates also in places where there is no immediate increase in fluid accumulation.
  • the shoulder provided according to the invention reduces the risk of penetration of liquid into the unavoidable gap between guide plate and counter-bearing in the mounted state. Accordingly, in a guide plate according to the invention, the possibility inherent in the capillary effect basically of the penetration of larger amounts of liquid in the relevant gap is significantly reduced, otherwise the formation of electrical bridges could be favored. Thus, the inventively increased shoulder also forms a barrier to moisture that would otherwise pass over the anvil on the guide plate and there could affect the electrical insulation of the clamping element or the rail used or cause corrosion.
  • the inventive design of a guide plate is as simple as possible means an effective improvement of the electrical insulation on and on the Guide plate supported, consisting of a conductive material components causes.
  • the advantageous effect of the shoulder formed on a guide plate according to the invention already occurs when the shoulder formed on the support section rises so high above the support section that, in the assembled state, it is above the guide plate associated abutment upwards without its abutment associated with the end face rests against the abutment.
  • a guide plate existing in the assembled state between abutment and guide plate gap against ingress of liquid and dirt by the shape of the abutment associated end face of the shoulder is adapted to the shape of the thrust bearing that the end face of the Shoulder with fully assembled shoulder tight and positive fit against the anvil.
  • the shoulder of the guide plate is shaped in such a way that it acts with slight pressure on the counter bearing when the guide plate is tensioned on the substrate so that the sealing action of the end face of the shoulder then resting on the counter bearing is additionally supported.
  • the shoulder is formed protruding in the direction of its end face associated with the counter bearing.
  • the abutment associated end face of the shoulder and at least adjacent to it area of the support surface of the support portion is also arched like a throat.
  • a guide plate according to the invention is in practice as the well-known guide plates of the type mentioned on its side facing away from its support surface top a support surface for a aufminedes to hold down the rail to be fastened spring element, which is bounded in the direction of the shoulder by a groove in the sitting at ready mounted guide plate a Torsionsabexcellent of the spring element. Additional protection against accumulating on the guide plate water can be achieved in accordance with a further embodiment of the invention, characterized in that the groove is open at least one of its ends and the bottom of the groove is designed sloping towards this end. Liquid entering the groove can thus flow off laterally across the open end of the groove. Likewise, it is of course possible to provide a separate outflow opening in the region of the groove, to which the beveled bottom section leads and can flow off via the liquid.
  • a particularly simple and at the same time effective variant of the invention is characterized in this context characterized in that the groove is open at both ends thereof and in each case a portion of the bottom of the groove is sloping towards one of these ends.
  • a ⁇ -shaped tension clamp is used in combination with a guide plate according to the invention as spring element, the mutual insulation of the torsion sections of the tension clamp sitting in the groove when the tension clamp is mounted on the guide plate can be improved by forming a transverse direction between the respective sections of the groove Is formed longitudinally of the groove-aligned web, which separates the sections from each other.
  • the web can also act as a guide, which additionally secures the proper position of the tension clamp on the guide plate.
  • At least one recess may be formed in it from its underside.
  • a system according to the invention for fastening a rail to a substrate on which an abutment in the form of a shoulder rising above a support surface is formed comprises a guide plate designed according to the invention, wherein the shoulder formed on the guide plate is finished mounted state on the one hand with its end face is assigned to the counter bearing and is arranged with its free upper edge above the thrust bearing.
  • a particularly advantageous embodiment of a system according to the invention for practical use which additionally has the advantage of a particularly accurate, positionally secure positioning of the guide plate, is that a depression is formed in the area of the transition to the abutment between the contact surface and the abutment in the assembled state, a projection formed on the underside of the guide plate is seated.
  • the guide plate is formed in this so in the manner of a known angle guide plate of the type specified, which sits in a practical use in a well-formed in a known manner underground.
  • a system S1 for securing a rail S to a subsurface U formed by a concrete sill is shown.
  • the system S1 forms together with a second, not visible here, identically constructed and fixed on the opposite side of the rail S system an attachment point in which the rail S is held elastically on the substrate U.
  • the system S1 comprises a guide plate 1, an ⁇ -shaped tension clamp 2 and a tensioning screw 3 for tightening the tension clamp 2 against the ground U.
  • the one-piece made of a plastic or other sufficiently solid material made guide plate 1 has the basic shape of a conventional angled guide plate and has an end face 4 with a support surface 5 through which the guide plate 1 in ready assembled state ( Fig. 4 ) is supported on an abutment G formed on the solid substrate U.
  • the abutment G has the shape of a shoulder shoulder extending over the width of the base U designed as a threshold, on which an abutment surface 6 assigned to the guide plate 1 and running obliquely downwards is formed.
  • the abutment surface 6 merges into a rounded edge 7 in the flat, horizontally oriented top 8 of the thrust bearing G.
  • the guide plate 1 has a second end face 9 with a contact surface 10 on which, when the guide plate 1 is completely assembled, the rail foot F of the rail S to be fastened rests.
  • a support surface 12 is formed, with which the guide plate 1 is seated in the mounting position on the guide plate 1 associated contact surface of the flat surface U.
  • the bearing surface 12 is bounded by a projection 13 which extends over the length L1 of the guide plate 1 and which is seated in a manner known per se with the guide plate 1 assembled in a correspondingly shaped groove 14 between the abutments G and G the contact surface of the substrate U is formed in the substrate U.
  • recesses 15 are formed to minimize the weight and the material required for the production of material in the guide plate, which up to the contact surface 10 of the second Front page 9 are enough.
  • the guide plate 1 is stiffened in the region of the recesses 15, inter alia by transversely to the end faces 4.9 aligned ribs 16 in the manner of a vault structure, so that with minimized material requirements optimal dimensional stability is secured.
  • a through hole 18 leading to the underside 11 is formed in the guide plate 1, through which the clamping screw 3 is inserted in the assembly of the system S1 in a conventional manner to them to clamp the clamp 2 in one not here visible, screwed into the underground U plastic anchors to screw.
  • the passage opening 18 is surrounded on the surface 17 by a circumferential collar 19. This prevents accumulating liquid in the passage opening 18 on the surface 17 and there forms an electrically conductive bridge to the substrate U.
  • the circumferential collar 19 serves as a guide and support for the middle loop 20 of the tensioning clamp 2 to be mounted on the guide plate 1.
  • drainage slopes can be formed on the collar 19. These can, starting from the inner edge of the collar 19 in the direction of each one of the lateral, extending between the end faces 4.9 extending side walls 21,22 of the guide plate 1 sloping, so that water or other liquid there from the tension clamp. 2 reaches the guide plate 1, is derived laterally on the surface 17 of the guide plate 1.
  • the surface 17 itself may also be slightly sloping in the direction of the first end face 4 beveled so that liquid reaching them can flow away in the direction of the relevant end face 4.
  • the surface 17 of the guide plate 1 is bounded by a groove 23 extending in the longitudinal direction L in which the torsion sections 24 of the ⁇ -shaped tensioning clamp 2 are seated in a manner also known per se in the fully assembled state, of which FIG Fig. 4 only one torsion section 24 is visible due to the cutting guide and side view selected there.
  • the bottom of the grooves 23 at its side walls 21,22 associated open groove 23 may be divided, starting from the center of the groove 23 in two inclined surfaces 25,26, one of which in the direction of one wall 21 and the other in the direction of the other wall 22 drops.
  • a web 27 is formed, which extends transversely to the longitudinal direction L via the groove 23 and the two inclined surfaces 25,26 separated from each other.
  • the height and the length L of the web 27 measured in the longitudinal direction L are dimensioned such that when the system S1 is completely assembled, the web 27 keeps the torsion sections 24 of the ⁇ -shaped tensioning clamp 2 insulated from each other at a defined distance.
  • the groove 23 is followed in the direction of the first end wall 4 by a support section 28 which forms the end of the guide plate 1 in the direction of the first end face 4 and on which the support surface 5 is formed.
  • the support section 28 carries a shoulder 29 which extends over its length L28 and which on the one hand protrudes upward beyond the surface 17 of the guide plate 1 and on the other hand projects in the direction of the end face 4.
  • the height H29 of the upper free edge 30 on the support surface 12 of the guide plate 1 is in relation to the height HG, with the top 8 of the abutment G is disposed over the contact surface of the substrate U, so dimensioned that the shoulder 29 when finished mounted guide plate 1, the abutment G surmounted.
  • end face 31 of the shoulder 29 is so vaulted adapted to the shape of the rounded edge 7 of the abutment G that the end face 31 as an extension of the support surface 5 of the guide plate 1 at ready assembled guide plate 1 with its face 31 and flat lies close to the counter bearing G.
  • the shoulder 29 thus forms an effective barrier against the otherwise by the capillary effect favored penetration of liquid into the joint gap 32 or the porous material of the substrate U.
  • the shoulder 29 for optimized insulation of the existing usually made of electrically conductive steel tension clamp 2 and, accordingly, also out electrically conductive steel existing rail S against the underground U at.
  • the shoulder 29 stabilizes the position of the guide plate 1 on the abutment G by the guide plate 1 not only via its support surface 5 in a direction transverse to the longitudinal extent L of the rail S direction Q, but also in the direction V, which has a vertical component, is supported on the abutment G.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bearings For Parts Moving Linearly (AREA)
  • Escalators And Moving Walkways (AREA)
  • Railway Tracks (AREA)
  • Framework For Endless Conveyors (AREA)
  • Electric Cable Arrangement Between Relatively Moving Parts (AREA)
  • Connection Of Plates (AREA)
  • Train Traffic Observation, Control, And Security (AREA)
  • Machine Tool Units (AREA)
  • Push-Button Switches (AREA)
EP11767001.8A 2010-11-23 2011-10-07 Führungsplatte zum seitlichen führen einer schiene und system zum befestigen einer schiene Active EP2643519B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL11767001T PL2643519T3 (pl) 2010-11-23 2011-10-07 Płyta prowadząca do bocznego prowadzenia szyny oraz system do mocowania szyny

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102010060745A DE102010060745A1 (de) 2010-11-23 2010-11-23 Führungsplatte zum seitlichen Führen einer Schiene und System zum Befestigen einer Schiene
PCT/EP2011/067556 WO2012069246A1 (de) 2010-11-23 2011-10-07 Führungsplatte zum seitlichen führen einer schiene und system zum befestigen einer schiene

Publications (2)

Publication Number Publication Date
EP2643519A1 EP2643519A1 (de) 2013-10-02
EP2643519B1 true EP2643519B1 (de) 2015-09-09

Family

ID=44764161

Family Applications (1)

Application Number Title Priority Date Filing Date
EP11767001.8A Active EP2643519B1 (de) 2010-11-23 2011-10-07 Führungsplatte zum seitlichen führen einer schiene und system zum befestigen einer schiene

Country Status (12)

Country Link
US (1) US8905323B2 (ru)
EP (1) EP2643519B1 (ru)
KR (1) KR101561634B1 (ru)
CN (1) CN103270219B (ru)
AR (1) AR083923A1 (ru)
DE (2) DE102010060745A1 (ru)
EA (1) EA029078B1 (ru)
ES (1) ES2553607T3 (ru)
PL (1) PL2643519T3 (ru)
PT (1) PT2643519E (ru)
SA (1) SA111320941B1 (ru)
WO (1) WO2012069246A1 (ru)

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CA2809062A1 (en) * 2010-08-24 2012-03-01 Vossloh-Werke Gmbh System for fastening a rail and method for renovating a rail fastening point
DE102010060745A1 (de) * 2010-11-23 2012-05-24 Vossloh-Werke Gmbh Führungsplatte zum seitlichen Führen einer Schiene und 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
PT2672007E (pt) * 2012-06-04 2015-11-26 Vossloh Werke Gmbh Placa de guia para a fixação de carris para veículos ferroviários
EP3049572B1 (de) * 2013-09-26 2017-03-29 Heico Befestigungstechnik Gmbh Schienenbefestiger sowie anordnung mit einem solchen schienenbefestiger
RU2016117880A (ru) * 2013-10-09 2017-11-13 Фоссло-Верке Гмбх Упругий промежуточный элемент для зажима подошвы рельса
DE102013221175B4 (de) * 2013-10-18 2020-10-01 Semperit Ag Holding Winkelführungsplatte
GB2536693B (en) * 2015-03-26 2020-11-18 Pandrol Ltd Height adaption in a railway rail fastening assembly
WO2017215757A1 (de) * 2016-06-16 2017-12-21 Vossloh-Werke Gmbh System zum herstellen einer schienenbefestigung und schienenbefestigung
EP3293308B1 (de) * 2016-09-10 2019-05-01 SSL Stahlbeton-Schwellenwerk Linz GmbH System zur befestigung einer eisenbahnschiene auf betongleisschwellen
KR101971886B1 (ko) 2018-12-14 2019-04-24 대원강업주식회사 고속철도용 레일 체결장치의 체결스프링 특성 시험 장치 및 시험 방법
RU2718528C1 (ru) * 2019-05-15 2020-04-08 Дмитрий Евгеньевич Соловьёв Узел рельсового скрепления с полушпалком

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DE102010060745A1 (de) * 2010-11-23 2012-05-24 Vossloh-Werke Gmbh Führungsplatte zum seitlichen Führen einer Schiene und System zum Befestigen einer Schiene
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Also Published As

Publication number Publication date
EA029078B1 (ru) 2018-02-28
PL2643519T3 (pl) 2016-03-31
DE102010060745A1 (de) 2012-05-24
US8905323B2 (en) 2014-12-09
DE202011107123U1 (de) 2012-01-18
AR083923A1 (es) 2013-04-10
CN103270219B (zh) 2015-11-25
KR101561634B1 (ko) 2015-10-20
CN103270219A (zh) 2013-08-28
SA111320941B1 (ar) 2015-03-30
EP2643519A1 (de) 2013-10-02
PT2643519E (pt) 2015-12-01
KR20130095307A (ko) 2013-08-27
WO2012069246A1 (de) 2012-05-31
EA201300482A1 (ru) 2013-11-29
US20130284819A1 (en) 2013-10-31
ES2553607T3 (es) 2015-12-10

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