EP3541993A1 - Attaches de serrage et point de fixation pour fixer un rail sur un fond - Google Patents

Attaches de serrage et point de fixation pour fixer un rail sur un fond

Info

Publication number
EP3541993A1
EP3541993A1 EP17805122.3A EP17805122A EP3541993A1 EP 3541993 A1 EP3541993 A1 EP 3541993A1 EP 17805122 A EP17805122 A EP 17805122A EP 3541993 A1 EP3541993 A1 EP 3541993A1
Authority
EP
European Patent Office
Prior art keywords
rail
clamp
support
tension clamp
arms
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
EP17805122.3A
Other languages
German (de)
English (en)
Other versions
EP3541993B1 (fr
Inventor
Winfried BÖSTERLING
Duo Liu
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 Fastening Systems 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
Priority claimed from DE102016122062.0A external-priority patent/DE102016122062A1/de
Priority claimed from DE102017111781.4A external-priority patent/DE102017111781A1/de
Application filed by Vossloh Werke GmbH filed Critical Vossloh Werke GmbH
Priority to HRP20220411TT priority Critical patent/HRP20220411T1/hr
Priority to PL17805122T priority patent/PL3541993T3/pl
Priority to RS20220309A priority patent/RS63110B1/sr
Publication of EP3541993A1 publication Critical patent/EP3541993A1/fr
Application granted granted Critical
Publication of EP3541993B1 publication Critical patent/EP3541993B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

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
    • E01B9/303—Fastening on wooden or concrete sleepers or on masonry with clamp members by resilient steel clips the clip being a shaped bar
    • 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
    • E01B9/483—Fastening the rail on the tie-plate by clamps by resilient steel clips the clip being a shaped bar
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2201/00—Fastening or restraining methods
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2201/00—Fastening or restraining methods
    • E01B2201/08—Fastening or restraining methods by plastic or elastic deformation of fastener

Definitions

  • the invention relates to a tensioning clamp for fastening a rail for rail vehicles.
  • the invention relates to an attachment point in which a rail for a rail vehicle is mounted on a substrate.
  • the substrate on which an attachment point of the invention is constructed is typically a tie or plate made of a solid material such as concrete or the like.
  • the attachment point according to the invention can also be mounted on conventional, serving as a base wooden sleepers.
  • Attachment points fastened rails usually have one
  • Rail foot standing on the rail foot rail and a rail supported by the rail rail head.
  • Attachment points are known in many variants. Examples of such
  • Rail attachment points thus comprise, as components from which they are assembled, each typically a guide plate (see, for example, WO 2010/091725 A1), which is provided for laterally guiding the rail, a W-shaped tensioning clamp provided for placement on the guide plate (see for example WO 2012/059374 A1) and a tensioning element (see, for example, WO 2014/029705 A1), which belongs to
  • each shim for adjusting the height of the rail above the ground or to
  • the W- or ⁇ -shaped clamps are usually one-piece and bent in one go from a spring steel wire. In this case, they have a usually V- or U-shaped central portion which has two parallel aligned legs. These legs define between them a free space through which the respective clamping means,
  • a sleeper screw or a bolt is guided with its shaft into the ground.
  • the legs are usually connected to each other via a base portion which faces the rail associated with the front of the tension clamp.
  • a torsion portion is typically formed in each case, the laterally outwardly directed from each associated leg of the central portion.
  • the Torsionsabitese are so in the direction of the bottom of the
  • Curved bent clamp that the spring element can be supported in use in the region of the torsion in a formed on the respective torsion support zone on a contact surface, which is formed on the upper side of the spring element supporting member, such as a guide plate.
  • a support arm which is seen in a lateral view is curved typically arcuate in the direction of the top of the tension clamp and is directed in plan view in the direction of the front of the rail to be fastened.
  • the free end portions of the support arms are typically in
  • End portions may be the resilient compliance and concomitantly exercised over the retaining arms on the rail hold-down force on the
  • the guide plates usually have on their upper side form elements on which to be arranged on the respective guide plate
  • Spring element is guided so that it maintains its position in use under the loads occurring in practice in use.
  • throat-like recesses in which the torsion sections of the spring element are seated in use, or a central web on the upper side of the spring element
  • Rail passes over. Periodically recurring faults on the rail or on the wheels of rail vehicles can lead to resonance peaks here. If these are close to one of the natural frequencies of the tension clamp, there is a dramatic increase in the vibration amplitude, in particular in the region of the retaining arms of the tension clamp. The result is premature, sudden failure of the tension clamp due to breakage, which typically occurs in the region of its torsion portions or in the transition region of the support arms to the torsion portions.
  • the first of the proposed measures consists in the arrangement of vibration-damping additional elements on the tension clamp. These, for example, disc or hose-like additional elements should be arranged in particular in the region of the retaining arms.
  • vibration absorbers are highly effective, but destructive, so that the article comes to the conclusion that practical usability of such absorbers is questionable.
  • the measure aims to increase the natural frequency of the tensioning clamp to a range outside the excitement that occurs in practice.
  • tilt axis As a critical design feature while the shape of the support arms and the distance of the support arms has been recognized to the so-called "tilt axis" of the support arms.
  • the straight lines As tilting axes of the support arms in this context, the straight lines have been designated, which connect the center of the zone with which the respective support arm is supported at its free end in use on the rail foot, and the center of the zone with each other in which the respective support arm with its other end is supported on the guide plate. This zone is typically in the region of the torsion section associated with the respective holding arm.
  • the invention proposes the particular constructions of a tension clamp or guide plate, which are generally indicated in claims 1 and 7, each of these design measures being separate, i. isolated from the other measures solves the above object and thus to improve the vibration behavior of the entire system and in particular built in this system
  • An attachment point according to the invention is accordingly characterized in that a tension clamp designed according to the invention or a guide plate designed according to the invention are installed in it.
  • the tension clamp according to the invention and the guide plate according to the invention in each case individually to a clear
  • Vibration behavior of the clamp itself is thus, in each of the retaining arms of the tension clamp, the zone with which the relevant
  • the holding arm rests on the rail foot so as to shift so that the natural frequency is moved to an area in which it no longer comes to vibrational excitation in practical use.
  • the invention proposes a tension clamp for elastically holding down a rail for rail vehicles, which comprises a foot, a leg standing on the foot and a rail head carried by the web, in front of, in a conventional manner
  • the retaining arms extend in the direction of the front of the tension clamp and in each case one to the top of the tensioning clamp arched spring portion and an adjoining, at the free Have end of the support arm ending support section, which at its
  • Bottom has a support zone with which the relevant support arm is supported in use on the foot of the rail to be fastened.
  • the support sections of the holding arms now each laterally outwardly with respect to the central portion of the tensioning clamp that viewed in plan view from above on the tension clamp, the straight lines, respectively the center of the support zones of the support arms with the center of the support zone of the respective Connecting arm associated Torsionsabitess, cut in an area located on the back of the tension clamp area.
  • Torsionsabitess to which the respective arm is connected no longer lie on a parallels to the symmetry axis of the tension clamp, but on a straight line that includes an acute, tapered towards the back of the tension clamp angle with this symmetry, the natural frequencies of the tension clamp effectively so far can be increased that they are well outside the excitation frequencies that occur in practical use.
  • the durability of the tension clamp is significantly improved, without this leading to a significant change in the spring behavior.
  • the invention thus eliminates the problems encountered in the previous practice, without the need for a fundamental redesign of the components of a rail fastening system is required.
  • Clamping be realized to building on the design of the invention to achieve a further optimized vibration behavior.
  • These include in particular the reduction of the amount of bending of the support arms over the Footprint on which the tension clamp is mounted, and the enlargement of the support zones with which the support portions of the support arms are seated on the rail foot in use.
  • the lines running through the centers of the support zones of the mutually associated support sections and torsion sections, seen in plan view of the tension clamp preferably at an angle of at least 60 °, in particular more than 60 °, or at least 90 °, in particular more than 90 ° , in order to establish the greatest possible distance between the natural frequencies of the tensioning clamp and a possible excitation frequency.
  • the included between the straight lines in plan view of the tension clamp angle is at most 120 °, in particular less than 120 °.
  • Torsionsabitesen to the respectively connected to her arm. It also proves to be advantageous in view of the manufacturability and durability of a tensioning clamp according to the invention, if, also optionally, the spring portion of the support arms each merges into the associated support portion in a jump-free curve.
  • the tensioning clamp according to the invention can further contribute, if seen in plan view of the tension clamp, the support zones of the
  • vibrational behavior inventively shaped tension clamps then adjusts, if for the parallel to the symmetry axis of the tension clamp
  • Supporting arms and the centers of the support zones of the torsion sections are:
  • an attachment point according to the invention in which a rail for a rail vehicle comprising a foot, a foot rest and a rail head supported by the bridge is mounted on a substrate, has a guide plate acting against the lateral edge of the foot of the rail for lateral guidance of the Rail and a positioned on the guide plate clamp, which is supported with the free end portions of their support arms on the foot of the rail to exert an elastic hold-down force on the rail.
  • Clamp is designed in accordance with the invention.
  • a clamping element such as a
  • Sleeper screw or a threshold bolt comprise, by means of which the tension clamp is braced against the ground.
  • Clamping element is typically guided by the space defined between the legs of the central portion of the tension clamp and by an opening underneath the guide plate to the ground, where it is anchored.
  • the anchoring can be done in a likewise known manner by means of a recessed into the ground anchor or other suitable attachment.
  • tension clamp can also help that between the end portions of the support arms of the tension clamp and the rail an insulating element is arranged, which electrically isolates the tension clamp against the rail and at least partially from a dampening or elastically yielding material.
  • the insulator may be formed, for example, as a sandwich element, in which electrically insulating layers are combined with damping or elastic layers, with sufficient resistance to the applied by the clamp down holding forces on the one hand, the required electrical insulation and on the other hand
  • Another component that is used regularly in attachment points of the type in question here is an elastic intermediate layer which is usually arranged between the rail and the ground to give the support of the rail a certain flexibility in the direction of gravity.
  • Figure 1 is a tension clamp according to the invention in plan view from above.
  • FIG. 2 shows the tension clamp according to FIG. 1 in a perspective view from its front side
  • FIG. 3 the tension clamp according to Figures 1 and 2 in a side view.
  • Fig. 4 shows a second tension clamp according to the invention in plan view of
  • FIG. 5 shows the tension clamp according to FIG. 4 in a perspective view from its front side
  • FIG. 6 the tension clamp of FIG. 4 and 5 in a view of her
  • FIG. 7 the tension clamp according to Figures 4 - 6 in a side view; 8 shows a diagram with force-displacement characteristic curves determined for a conventional and the tensioning clamp illustrated in FIGS. 4 to 7.
  • Middle section 2 are flattened contact surfaces 6.7 provided on which sits in use a not shown here, serving as a clamping element for clamping the tension clamp 1 sleeper screw with its screw head.
  • Tightening clamp 1 pointing ends go the legs 4.5 of the central portion 2 in each case in a Torsionsabrough 8.9 of the tension clamp 1 over.
  • Torsion sections 8, 9 are in each case bent in the direction of the underside U of the tension clamp 1 and extend laterally outward away from the respectively assigned leg 4, 5. On their underside, the
  • Torsionsabitese 8.9 each have a support zone 10,11, with which they are in
  • a holding arm 12,13 is connected in each case.
  • the holding arms 12, 13 are arched in the area of their spring sections 14, 15 in each case in the direction of the upper side O of the tensioning clamp 1 and extend starting from the respective torsion section 8, 9 in the direction of the front side V of the tensioning clamp 1. They are aligned such that seen in plan view from above (Fig. 1) of parallel to the connecting line G between the centers Z10, Z 1 of the support zones 10,1 measured distance of the support arms 12,13 starting from the Torsionsabroughen 8.9 respectively.
  • the holding arms 12,13 each terminate in a subsequent to their respective spring portion 14,15 support portion 18,19, with the holding arm 12,13 in use on the foot of the not shown here, in the respective rail fastening point sits to be fastened rail.
  • the underside U of the tension clamp 1 associated underside of the support portions 18,19 are at the ends 16,17 of the support arms 12,13 respectively punctiform support zones 20,21 formed.
  • the support sections 18, 19 are, in a jump-free curve, starting from the respective spring section 14, 15, pointing away from the middle section 2, pointing laterally outward, so that they are tangential to a plane parallel to the section
  • Connecting line G aligned straight are nestled.
  • the length of the support arms 12, 3 is dimensioned so that the punctiform
  • connecting lines G1, G2 which on the one hand (connecting line G1) the center Z10 of the support zone 10 of the torsion section 8 with the punctiform and thus even its center representing support zone 20 of the connected to the torsion 8 and 12 on the other hand (connecting line G2) the center Z11 of the support zone 11 of the Torsionsabitess 9 with the punctiform and thus also their own center representing support zone 21 of the
  • Torsionsabites 9 connected holding arms 13 connect, with respect to the symmetry axis S of the tension clamp 1 at an acute angle ß1 arranged and include between them an angle ß2 of about 70 °. Accordingly, when viewed in plan view from above (FIG. 1), they intersect in a point of intersection SG located behind the rear side R of the tension clamp 1.
  • the distance AS measured parallel to the axis of symmetry S between the punctiform, itself forming their center support zones 20,21 of the holding arms 12,13 on the one hand and the intersection SG on the other hand corresponds approximately to 1, 5 times the measured also parallel to the axis of symmetry S distance AG of point-shaped support zones 20,21 from the centers Z10.Z11 of the support zones 10.1 of the torsion sections 8.9.
  • the distance AG for example, at about 100 mm and the distance AS are about 150 mm, wherein the distance AS can also be varied in the range of, for example, 130 mm to 170 mm, if this in terms of setting the Natural frequencies or due to structural conditions is appropriate.
  • the tensioning clamp 1 has at least 50% increased natural frequencies compared with a conventionally shaped tensioning clamp 101 shown in FIGS. 4 and 5. These are so high that even under unfavorable conditions of use, as may be the case, for example, in tunnels or on bridges, there is no excitation of the tension clamp 1 in the range of its natural frequencies.
  • Central portion 102 flattened abutment surfaces 106,107 are provided on which in use a not shown here, as a clamping element for
  • Tightening clamp 101 facing ends go the legs 104,105 of the Central portion 102 each in a torsion section 108,109 of
  • the torsion sections 108, 109 each have a support zone 110, 111, with which they sit in use on a contact surface of a guide plate.
  • the torsion sections 108, 109 are bent in each case in the direction of the underside U of the tension clamp 101 and are directed laterally outward away from the respective associated leg 104, 105. Starting from the respective leg 104,105 thereby leads the respective torsion portion 108,109 in a narrower arc than in the tensioning clamp 1 first in the direction of the bottom U of the tensioning clamp 101 and then in another arc, which is also narrower than the corresponding arc at the tension clamp 1 Outside. This is followed by a region of the respective side directed away from the associated limb 104, 105
  • Radius of curvature of this arc 108 ', 109', viewed in plan view (Fig. 4) is greater than the corresponding arc of the tension clamp 1 and extends over a larger angular range than in the tension clamp.
  • holding arms 112, 113 of the tensioning clamp 101 are aligned, starting from their connection to the respective associated torsion portion 108, 109, in the direction of the freely protruding base portion 103 of the middle portion 102 of the tensioning clamp 101.
  • a straight line is laid coaxially with the longitudinal axis of the regions 112 ', 13' in the regions 112 ', 113', then these straight lines intersect at a point which lies on the front side V of the tensioning clamp 101 and the symmetry axis S of the tension clamp 101 is located.
  • the retaining arms 112, 113 are in the region of their spring sections 114,115 each curved in the direction of the top O of the clamp 1 arched.
  • the holding arms 112, 113 each terminate in a support section 118, 119 adjoining their respective spring section 114, 115, with which the respective holding arm 112, 113 in use is seated on the foot of the rail, not shown here, to be fastened in the respective rail fastening point.
  • the underside U of the tensioning clamp 101 associated underside of the support portions 118,119 are at the ends of 1 6,117 of the support arms 12,113 each point-shaped support zones 120,121 formed.
  • the support sections 118,119 are in a jump-free curve starting from the respective spring portion 114,115 away from the central portion 102 laterally outwardly shaped so that they are tangled snugly to a straight line aligned parallel to the straight line G.
  • the length of the holding arms 112, 13 is dimensioned so that the punctiform
  • Support zones 120,121 in plan view seen from above (Fig. 4) in the direction of the front side V of the tension clamp 01 in front of the base portion 103 of
  • Center section 102 lie.
  • connecting line G1.G2 which on the one hand (connecting line G1) the center Z110 of the support zone 110 of the torsion section 108 with the punctiform and thus even her Center representing support zone 120 of the torsion 108th
  • connection line G2 connects the center Z111 of the support zone 111 of the torsion section 109 with the punctiform and thus also its center performing support zone 121 of the connected to the torsion 109 holding arm 113, with respect to the symmetry axis S of the tension clamp 101 arranged at an acute angle ß1 and include between them an angle ß2 of about 60 °. Accordingly, they intersect, viewed in plan view from above (FIG. 4), in an intersection SG lying behind the rear side R of the tensioning clamp 101.
  • the distance AS measured parallel to the symmetry axis S between the punctiform support zones 120,121 of the holding arms 112,113 forming the center thereof and the intersection SG on the other hand corresponds approximately to 1.7 times the distance AG of the punctiform support zones 120,121 of FIG the centers
  • the distance AG for example, at about 100 mm and the distance AS are about 150 mm, wherein the distance AS can also be varied in the range of, for example, 130 mm to 170 mm, if this in terms of setting the Natural frequencies or due to constructional
  • Clamp 101 according to the invention are shown as a dashed line.
  • the characteristic curve of the tensioning clamp 101 according to the invention has a flatter slope, which has a favorable effect on the fatigue strength of the tensioning clamp 101.
  • the tension clamp 101 not only an improved one over the conventional Skl15
  • the vertical fatigue life was determined by the DBS918127 standard
  • the natural frequency determined for the tensioning clamp 101 is so high that, even under unfavorable operating conditions, as may occur, for example, in tunnels or on bridges, there is no excitation of the tensioning clamp 101 in the region of its natural frequencies.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Railway Tracks (AREA)
  • Clamps And Clips (AREA)
  • Fuel-Injection Apparatus (AREA)
  • Springs (AREA)

Abstract

L'invention concerne une attache de serrage (1, 101) permettant de maintenir un rail pour véhicules ferroviaires et un point de fixation de rail s'établissant sur ledit rail. L'attache de serrage (1, 101) présente une partie médiane (2, 102) comportant deux branches (4, 5; 104, 105), deux parties de torsion (8, 9; 108, 109) qui s'éloignent latéralement vers l'extérieur et sont raccordées auxdites branches et qui sont dotées d'une zone d'appui (10, 11; 110, 111) sur leur face inférieure ainsi que deux bras de retenue (12, 13; 112, 113) qui sont raccordés aux parties de torsion (8, 9; 108, 109). Les bras de retenue (12, 13; 112, 113) s'étendent en direction de la face avant (V) de l'attache de serrage (1, 101) et présentent une partie ressort (14, 15; 114, 115) ainsi qu'une partie d'appui (18, 19; 118, 119) dotée d'une zone d'appui (10, 11; 110, 111) par laquelle les bras de retenue prennent appui, lors de l'utilisation, sur le patin du rail, les parties d'appui (18, 19; 118, 119) sont dirigées latéralement vers l'extérieur, par rapport à la partie médiane (2, 102) de l'attache de serrage (1, 101), de sorte que les droites (G1, G2), qui relient chacune le centre des zones d'appui (20, 21; 120, 121) des bras de retenue (12, 13; 112, 113) avec le centre (Z10, Z11; Z110, Z111) de la zone d'appui (10, 11; 110, 111) de la partie de torsion (8, 9; 108, 109) associée au bras de retenue (12, 13; 112, 113), dans une zone située sur la face arrière (R) de l'attache de serrage (1, 101).
EP17805122.3A 2016-11-16 2017-11-09 Attaches de serrage pour fixer un rail sur un fond Active EP3541993B1 (fr)

Priority Applications (3)

Application Number Priority Date Filing Date Title
HRP20220411TT HRP20220411T1 (hr) 2016-11-16 2017-11-09 Zatezna stezaljka, namijenjena učvršćivanju tračnice pod zemljom
PL17805122T PL3541993T3 (pl) 2016-11-16 2017-11-09 Zacisk mocujący do mocowania szyny do podłoża
RS20220309A RS63110B1 (sr) 2016-11-16 2017-11-09 Zatezne stege za priključivanje šine za podlogu

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE102016122062.0A DE102016122062A1 (de) 2016-11-16 2016-11-16 Spannklemme, Führungsplatte und Befestigungspunkt zum Befestigen einer Schiene auf einem Untergrund
DE102017111781.4A DE102017111781A1 (de) 2017-05-30 2017-05-30 Spannklemme und Befestigungspunkt zum Befestigen einer Schiene auf einem Untergrund
PCT/EP2017/078781 WO2018091351A1 (fr) 2016-11-16 2017-11-09 Attaches de serrage et point de fixation pour fixer un rail sur un fond

Publications (2)

Publication Number Publication Date
EP3541993A1 true EP3541993A1 (fr) 2019-09-25
EP3541993B1 EP3541993B1 (fr) 2021-12-29

Family

ID=60302114

Family Applications (1)

Application Number Title Priority Date Filing Date
EP17805122.3A Active EP3541993B1 (fr) 2016-11-16 2017-11-09 Attaches de serrage pour fixer un rail sur un fond

Country Status (17)

Country Link
US (2) US20190284765A1 (fr)
EP (1) EP3541993B1 (fr)
JP (2) JP2019535934A (fr)
KR (2) KR20190077080A (fr)
CN (2) CN109983178A (fr)
AU (2) AU2017359914A1 (fr)
CA (2) CA3042122C (fr)
ES (1) ES2909589T3 (fr)
HR (1) HRP20220411T1 (fr)
HU (1) HUE058228T2 (fr)
LT (1) LT3541993T (fr)
MX (1) MX2019005392A (fr)
PL (1) PL3541993T3 (fr)
PT (1) PT3541993T (fr)
RS (1) RS63110B1 (fr)
WO (2) WO2018091353A2 (fr)
ZA (1) ZA201902862B (fr)

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ES2909589T3 (es) * 2016-11-16 2022-05-09 Vossloh Fastening Systems Gmbh Grapa tensora para la fijación de un carril sobre un subsuelo
CN109554963A (zh) * 2018-11-21 2019-04-02 西南交通大学 弹条和钢轨组件

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DE202009013569U1 (de) * 2009-09-15 2010-01-07 Vossloh-Werke Gmbh System zum Befestigen einer Schiene und Befestigung einer Schiene
ES2524798T3 (es) 2010-03-12 2014-12-12 Vossloh-Werke Gmbh Sistema para fijar un carril sobre un sustrato y placa de soporte para un sistema de este tipo
FR2959249B1 (fr) * 2010-04-23 2012-11-02 Railtech Int Systeme de fixation de rail a attache elastique
DE102010050199A1 (de) * 2010-11-04 2012-05-10 Vossloh-Werke Gmbh Spannklemme zum Befestigen einer Schiene und mit einer solchen Spannklemme ausgestattetes System
PT2672007E (pt) * 2012-06-04 2015-11-26 Vossloh Werke Gmbh Placa de guia para a fixação de carris para veículos ferroviários
KR200473880Y1 (ko) * 2012-08-01 2014-08-07 주식회사 에이브이티 레일체결장치
KR200473881Y1 (ko) * 2012-08-10 2014-08-07 주식회사 에이브이티 레일체결장치
DE102012107734A1 (de) 2012-08-22 2014-05-15 Vossloh-Werke Gmbh Schwellenschraube für die Befestigung einer Schiene und Kombination aus einer solchen Schwellenschraube und einem Kunststoffdübel
KR101567288B1 (ko) * 2013-06-25 2015-11-09 대원강업주식회사 멀티 텐션 레일 클립 및 이를 이용한 철도레일 고정장치
CN105658871A (zh) * 2013-10-09 2016-06-08 沃斯洛工厂有限公司 用于夹紧轨足的弹性的中间部件
ES2909589T3 (es) * 2016-11-16 2022-05-09 Vossloh Fastening Systems Gmbh Grapa tensora para la fijación de un carril sobre un subsuelo

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US11492763B2 (en) 2022-11-08
RS63110B1 (sr) 2022-04-29
CN109952400B (zh) 2021-09-14
KR102255438B1 (ko) 2021-05-24
HUE058228T2 (hu) 2022-07-28
AU2017359912A1 (en) 2019-05-23
CN109983178A (zh) 2019-07-05
WO2018091351A1 (fr) 2018-05-24
EP3541993B1 (fr) 2021-12-29
WO2018091353A2 (fr) 2018-05-24
US20190338470A1 (en) 2019-11-07
AU2017359914A1 (en) 2019-05-16
CA3042122A1 (fr) 2018-05-24
JP2019535933A (ja) 2019-12-12
JP2019535934A (ja) 2019-12-12
AU2017359912B2 (en) 2020-12-24
WO2018091353A3 (fr) 2018-11-01
LT3541993T (lt) 2022-04-11
PL3541993T3 (pl) 2022-06-20
CA3042480A1 (fr) 2018-05-24
KR20190077079A (ko) 2019-07-02
HRP20220411T1 (hr) 2022-05-27
CA3042122C (fr) 2021-05-04
MX2019005392A (es) 2019-08-12
JP6864740B2 (ja) 2021-04-28
ZA201902862B (en) 2022-05-25
PT3541993T (pt) 2022-03-30
KR20190077080A (ko) 2019-07-02
CN109952400A (zh) 2019-06-28
US20190284765A1 (en) 2019-09-19
ES2909589T3 (es) 2022-05-09

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