EP2318587B1 - Winkelführungsplatte und system zum befestigen einer schiene - Google Patents

Winkelführungsplatte und system zum befestigen einer schiene Download PDF

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Publication number
EP2318587B1
EP2318587B1 EP09779888.8A EP09779888A EP2318587B1 EP 2318587 B1 EP2318587 B1 EP 2318587B1 EP 09779888 A EP09779888 A EP 09779888A EP 2318587 B1 EP2318587 B1 EP 2318587B1
Authority
EP
European Patent Office
Prior art keywords
guide plate
angle guide
rail
rib
tension clamp
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
EP09779888.8A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP2318587A1 (de
Inventor
Winfried BÖSTERLING
Lutz Rademacher
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 PL09779888T priority Critical patent/PL2318587T3/pl
Publication of EP2318587A1 publication Critical patent/EP2318587A1/de
Application granted granted Critical
Publication of EP2318587B1 publication Critical patent/EP2318587B1/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
    • 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 an angled guide plate for mounting a rail on a substrate, with a recess which serves as a seat for a free end portion of a spring arm to be mounted on the angled guide plate clamp, as long as it is in the preassembly, wherein the recess to the end portion to less than half of its circumference.
  • the invention relates to a system for securing a rail on a substrate, said system having an angled guide plate, arranged on the angled guide plate W-shaped tension clamp having at least one spring arm, which acts with its free end portion on the rail to be fastened, and a Clamping means for clamping the tension clamp against the ground comprises.
  • angled 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 may be formed.
  • the rail to be fastened stands on an elastic intermediate layer directly on the solid ground. Laterally, the rail is guided by angled guide plates, which form in pairs between them a track-accurate rail channel. See also EP 0 733 433 A1 ,
  • the forces introduced via the rail are conducted via the angled guide plate directly into the substrate supporting the rail.
  • a shoulder is formed on the respective substrate for each of the angled guide plates, on which the associated angle guide plate is supported.
  • a W-shaped clamp On the angled guide plate usually a W-shaped clamp is mounted, which presses in the assembled state with the free end portions of their spring arms on the free top of the rail foot of the rail to be fastened.
  • the spring arms of the tension clamp go into an over-center loop, which is clamped by a clamping screw against the solid ground.
  • the U-shaped middle loop of the clamp surrounds the clamping screw.
  • Their legs are designed so that the tension clamp with pre-assembled, a reduced contact force exerting clamping screw from a pre-assembly, in which the free end portions of the spring arms of the tension clamp on a parallel to the rail to be mounted extending rib and its support portions sitting on a respective shoulder of the solid surface associated surface can be pushed into the mounting position, wherein the spring arms act on the rail and the support portions of the tension clamp in one in the angled guide plate for molded, usually groove-shaped recess sitting.
  • a throat is usually formed on the side facing away from the rail to be mounted in the ribs assigned to the free end sections of the spring arms of the tensioning clamp.
  • Their shape is chosen so that the free end portions of the pre-assembled tension clamp sit form-fitting in them.
  • the throat goes in a sharp-edged angle in the plane, usually parallel to the ground associated with the footprint of the angled guide plate extend the top of the rib.
  • the object of the invention was in at least one angle guide plate comprehensive rail fastening systems of the type described above in a simple way, on the one hand to ensure proper retention of the tension clamp in its pre-assembly and on the other hand to facilitate the final assembly.
  • the invention has achieved this object by a designed according to claim 1 angle guide plate.
  • Advantageous embodiments of the angled guide plate according to the invention are specified in the dependent claims on claim 1.
  • an angle guide plate according to the invention for mounting a rail on a substrate on a recess.
  • a preassembled fastening system according to the invention sits in this recess of the free end portion, with which the spring arm of the angle guide plate to be arranged on the tension clamp in the assembled state exerts the spring force required to hold down on the rail.
  • the recess is thereby formed so that it engages around the end portion to less than half of its circumference. In this way, although the end portion of the respective spring arm in the pre-assembled position sitting positively in the recess.
  • the shape of the recess allows it to push the end portion of the recess without having to displace material of the angled guide plate.
  • the transition between the recess and at least adjoining the recess in the direction of the rail to be mounted portion of the angled guide plate is formed without jolts, a shape of the angled guide plate is achieved by the one hand ensures that the tension clamp securely held in its pre-assembly is.
  • the inventive design of the angle guide plate allows the tension clamp from this position in the Push final assembly position, without that it is necessary to release the clamping device, which already in the pre-assembly exerts the required for the secure retention of the tension clamp in its pre-mounting position on the tension clamp.
  • an inventive angle guide plate in accordance with the prior art has a along a contact surface extending, in the fully assembled state on the rail to be fastened rib, also as in the prior art in an inventive Angle guide plate, the recess may be formed in the rib.
  • the recess may be formed in the rib.
  • the spring arms of the tension clamp when moving from the pre-assembly in the final assembly position must be additionally braced by a certain amount, whereby the security with which the tension clamp sits in its pre-assembly, is additionally increased.
  • the amount by which the spring arms are additionally braced is dependent on the height difference between the receptacle and the tip of the rib over which the end portion of the spring arm must be pushed.
  • the inventive jump-free transition from the recording in the adjacent portion of the angled guide plate For example, it can be accomplished by rounding off the transition between the receptacle and the adjacent sections of the ramp.
  • the rounded shape has the advantage that the receptacle can be formed as a recess with a defined edge zone, which must be overcome by the respective end portion in a sliding movement and thus constitutes an effective obstacle against an automatic movement of the tension clamp from its pre-assembly.
  • the dome itself may have a rounded cross-sectional shape.
  • the angled guide plate can have a wear-resistant material in at least one of the relevant surface sections. This is particularly useful in those places where it comes to when moving in the course of assembly postponement of the tension clamp or during operation due to the running of the clamp spring movements relative movements between the angled guide plate and the tension clamp. This can be accomplished particularly cost-effectively by applying the wear-resistant material to the respective surface section.
  • the wear-resistant material can also be used in the form of inserts in appropriately prepared recordings of the angle guide plate. It is also conceivable to manufacture the entire section of the angled guide plate assigned to the respective surface section from such a wear-resistant material.
  • a stop surface may be formed on the angled guide plate, which supports the respective free end portion of the spring element.
  • the abutment surface may be aligned such that it defines the receptacle together with an associated surface portion of a ramp formed on the angled guide plate, in which the respective end section is seated in the preassembly position.
  • the stop surface may be formed on a hump-like projecting, formed on the top of the angled guide plate survey.
  • system 1 is used to attach a rail on a solid surface U, which is formed in the present example by a sake of clarity here only incomplete concrete sleeper 3 shown.
  • a rail on a solid surface U which is formed in the present example by a sake of clarity here only incomplete concrete sleeper 3 shown.
  • the rail to be fastened in the FIGS. 3 and 4 only the edge of the rail foot 2 facing the system 1 is shown.
  • the system 1 comprises an angle guide plate 4, an elastic layer 5, a W-shaped tension clamp 6 provided as a spring element for generating the required holding force, and a tensioning screw 7 serving as a tensioning means for tensioning the tension clamp 6.
  • the elastic layer 5 consists of a finely porous, highly elastic polyurethane foam, the elasticity of which is such that it automatically relaxes automatically even after a prolonged complete compression suddenly discharge and again expands to the initial thickness of the elastic layer 5.
  • a recess 8 is formed, which extends over the width of the concrete sleeper 3 and which is limited at their seen in their longitudinal direction lateral ends in each case by a support shoulder 9.
  • the bottom of the recess 8 forms a support surface 10 on which the elastic layer 5 is located.
  • a groove 10a is formed in the support surface 10 in each case.
  • the adjacent to the groove 9 side end portion of the support surface 10 forms the area on which the angle guide plate 4 is in mounting position.
  • a recess is formed in this end, in which a plastic dowel, not shown here for the clamping screw 7 is seated.
  • the angle guide plate 4 has on its upper side 11 form elements 12 which guide the tension clamp 6 and ensure a secure transmission of the holding forces on the rail 2 to be held by the system 1 rail.
  • a passage opening 13 is additionally formed in the angled guide plate 4. Through this opening 13, the clamping screw 7 is guided to tension the tension clamp 6 during assembly in a manner already known per se, in order to screw it into the seated in the threshold 3 dowels.
  • the angled guide plate 4 At its end face assigned to the rail foot 2, the angled guide plate 4 has a contact surface 14, with which the angled guide plate 4 bears laterally on the rail foot 2.
  • a rib 15 is formed, which extends along the rail 2 associated edge of the angled guide plate 4 and is aligned with its the rail 2 associated side flush with the contact surface 14.
  • table-like section 16 of the rib 15 the respective mold element 12 is formed, which leads the tension clamp 6 in its finished mounting position.
  • the two sections 17a, 17b of the rib 15 adjoining the middle section each have a narrow dome 18 rounded in cross-section, which merges into the contact surface 14 in a tapered sliding surface 19 on the side of the rib 15 assigned to the rail foot 2.
  • the side portions 17 a, 17 b On its side facing away from the rail 2 side, the side portions 17 a, 17 b, however, shaped in the manner of a ramp 20 which extend obliquely from the top 11 of the angled guide plate 4 to the respective dome 18.
  • the ramp 20 is in each case over the respective section 17a, 17b extending trough-like receptacle 21a, 21b formed.
  • Their shape is adapted to the outer diameter of the free end portions 22 of the spring arms 23 of the tension clamp 6 so that the end portions 22 can lie positively in the respective receptacle 21a, 21b and the respective receptacle 21a, 21b they each only about 30 ° touched their scope.
  • the receptacles 21a, 21b each go gently rounded in the surrounding sections 24,25 of the ramp 20 over. In this way, a jump-free transition from the receptacles 21a, 21b is created in particular to the section 24, which leads from the receptacle 21a, 21b to the crest 18 of the rib 15, in which he then passes without jumps.
  • the tension clamp 6 associated top of the ramp 15 accordingly has a total jump-free course.
  • the surface portion 29 on which the respective end portion 22 of the spring arms 23rd the tensioning clamp 6 moves in the region of the receptacles 21a, 21b is covered with a wear-resistant material 31.
  • a wear-resistant material 31 in the region of the surface portion 30 on which the W-shaped tension clamp 6 slips into the groove 28 during assembly with its respective reversing arcs between its middle loop and its spring arms 23, it can be applied with wear-resistant material 32.
  • the wear-resistant material 31, 32 can be adhesively bonded to the angled guide plate 4 by spraying or another suitable application method, so that it holds sufficiently firmly on the angled guide plate 4 even under the harsh conditions prevailing in practice.
  • the angle guide plate 4 is set on the support surface 10 of the concrete sleeper 3, that in a conventional manner on the underside of the angled guide plate 4th formed projection 4a positively engages in the groove 10a of the concrete sleeper 3 and the angle guide plate is supported with its contact surface 14 opposite side of the support shoulder 9 of the concrete sleeper 3.
  • the angle guide plate 4 is now aligned so that the passage opening 13 of the angle guide plate 4 is aligned in alignment with the seated in the threshold 3, not visible here dowels.
  • the W-shaped clamping clamp 6 is placed on the angled guide plate 4, that their spring arms 23 with their free end portions 22 in each case one of the molded into the ramp 20 of the rib 15 receptacles 21a, 21b.
  • the tension clamp 6 is tensioned until the tension clamp 6 is braced so far that it is held in the pre-assembly position.
  • the tension clamp 6 is unchanged with the aid of a not shown here, automatic mounting device tightened clamping screw 7 is pushed in a rectilinear movement L in the direction of the rail foot 2.
  • the resilient spring arms 23 of the tension clamp 6 slide under slight additional tension with their respective end portion 22 with little resistance from the respective receptacle 21a, 21b on the adjacent portion 24 of the ramp 20 until they have reached the rounded tip 18 of the rib 15.
  • Fig. 5 a variant of the above-described system for attaching a rail, not shown here is shown.
  • This system also includes an angle guide plate 50 whose basic shape corresponds to the basic shape of the angled guide plate 4. Accordingly, the angle guide plate 50, as shown Fig.
  • the ramp 52 of the rib 51 has two planar ramp surfaces 52a'52a ", one of which is disposed between one of the narrow sides 50b ', 50b" and the central portion 54 of the angled guide plate 50.
  • the ramp surfaces 52a ', 52a extendend as seen in side view from the foot of the ramp 52 obliquely in the direction of the tip 51a of the rib 51st
  • the elevations 56a, 56b have, on their side assigned to the ramp 52, an abutment face 57 running essentially parallel to the abutment surface 51, which at its lower end, assigned to the foot of the ramp 52, jumps in the manner of a throat without jolts into the respective associated ramp surface 52a '.
  • the abutment surfaces 57 viewed in side view together with the respective associated ramp surface 52a ', 52 ", each define an angle which is smaller than 90 °.
  • the transition 59 between the recesses 58a, 58b and the section 52b of the planar ramp surfaces 52a ', 52a "of the angled guide plate 50, which adjoin the recess 58 in the direction of the rail to be mounted, is formed without a jump.
  • the end portions 61 of the tensioning clamp 6 are seated in the respectively associated recess 58a, 58b.
  • a slight compressive force is exerted on the loop of the tension clamp 60 by means of a screw, not shown here, so that the tension clamp 60 can no longer move automatically from the preassembly position.
  • the support of the free end portions 61 of the tensioning clamp 60 on the elevations 56a, 56b ensures that the tensioning clamp 60 is not twisted during tensioning but is held securely in its preassembly position.
  • the end portions 61 of the tension clamp 60 can then slide freely on the respective flat and jump-free ramp surface 52a ', 52a "until they are seated on the rail base (not shown) for the angled guide plate 4.
  • the height H of the rib 51 can be so dimensioned that even thicker rail feet or due to corresponding documents higher standing rail feet are always reliably achieved.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Railway Tracks (AREA)
  • Clamps And Clips (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)
  • Connection Of Plates (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Lift-Guide Devices, And Elevator Ropes And Cables (AREA)
  • Load-Engaging Elements For Cranes (AREA)
  • Supports For Pipes And Cables (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Gripping Jigs, Holding Jigs, And Positioning Jigs (AREA)
  • Bearings For Parts Moving Linearly (AREA)
EP09779888.8A 2008-07-09 2009-06-23 Winkelführungsplatte und system zum befestigen einer schiene Active EP2318587B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL09779888T PL2318587T3 (pl) 2008-07-09 2009-06-23 Kątowa płyta prowadząca i system mocowania szyny

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102008032353A DE102008032353B3 (de) 2008-07-09 2008-07-09 Winkelführungsplatte und System zum Befestigen einer Schiene
PCT/EP2009/057804 WO2010003817A1 (de) 2008-07-09 2009-06-23 Winkelführungsplatte und system zum befestigen einer schiene

Publications (2)

Publication Number Publication Date
EP2318587A1 EP2318587A1 (de) 2011-05-11
EP2318587B1 true EP2318587B1 (de) 2015-08-19

Family

ID=40577431

Family Applications (1)

Application Number Title Priority Date Filing Date
EP09779888.8A Active EP2318587B1 (de) 2008-07-09 2009-06-23 Winkelführungsplatte und system zum befestigen einer schiene

Country Status (21)

Country Link
US (1) US8668152B2 (ru)
EP (1) EP2318587B1 (ru)
JP (1) JP5607619B2 (ru)
CN (1) CN102089478B (ru)
AR (1) AR072862A1 (ru)
AU (1) AU2009268236B2 (ru)
CA (1) CA2727108C (ru)
CL (1) CL2011000005A1 (ru)
DE (2) DE202008012236U1 (ru)
DK (1) DK2318587T3 (ru)
EA (1) EA027248B1 (ru)
ES (1) ES2547078T3 (ru)
IL (1) IL209765A (ru)
MA (1) MA32541B1 (ru)
MY (1) MY169780A (ru)
PL (1) PL2318587T3 (ru)
SA (1) SA109300451B1 (ru)
TW (1) TWI448605B (ru)
UA (1) UA103484C2 (ru)
UY (1) UY31967A (ru)
WO (1) WO2010003817A1 (ru)

Families Citing this family (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
GB2510419B (en) * 2013-02-04 2020-02-05 Pandrol Ltd A railway rail anchoring device
USD731678S1 (en) * 2013-11-21 2015-06-09 Lite Guard Safety Solutions Pty Ltd. Lifting lug
KR101530966B1 (ko) * 2013-12-17 2015-06-25 한국철도기술연구원 레일과의 접촉부를 강화한 가이드플레이트를 구비하는 레일 체결장치
CN105544317B (zh) * 2015-12-18 2017-04-05 天津市东达伟业机车车辆有限公司 一种全肩式尼龙挡板座
US11745996B1 (en) 2022-11-17 2023-09-05 Sharkninja Operating Llc Ingredient containers for use with beverage dispensers
US11738988B1 (en) 2022-11-17 2023-08-29 Sharkninja Operating Llc Ingredient container valve control
US11871867B1 (en) 2023-03-22 2024-01-16 Sharkninja Operating Llc Additive container with bottom cover
US11925287B1 (en) 2023-03-22 2024-03-12 Sharkninja Operating Llc Additive container with inlet tube

Family Cites Families (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
HU182120B (en) * 1980-04-03 1983-12-28 Schmitthelm Fa Ernst Flexible rail fastening device for concrete sleepers
US4569478A (en) 1982-08-02 1986-02-11 Dayco Corporation Rail fastening system
DE3720381A1 (de) * 1987-06-19 1989-01-05 Vossloh Werke Gmbh Vorrichtung zur befestigung von eisenbahnschienen auf fester fahrbahn
JPH0757924B2 (ja) * 1988-08-16 1995-06-21 フォスロー − ベルケ・ゲーエムベーハー 鉄道用レール固定装置
DE8906790U1 (ru) * 1989-06-02 1989-08-31 Vossloh-Werke Gmbh, 5980 Werdohl, De
DE4019770A1 (de) * 1990-06-21 1992-01-09 Wayss & Freytag Ag Viskoser fuellstoff fuer einen duebel
JP2517049Y2 (ja) * 1991-04-12 1996-11-13 財団法人鉄道総合技術研究所 線ばねレール締結装置
JP2569851Y2 (ja) * 1993-01-28 1998-04-28 株式会社中田製作所 信号転轍機用フロントロッド
DE19509985A1 (de) 1995-03-18 1996-09-19 Dyckerhoff & Widmann Ag Verfahren zum Ausrüsten von Schienenauflagekörpern, insbesondere Beton- oder Spannbetonschwellen mit Schienenbefestigungsteilen sowie Matrize zur Durchführung des Verfahrens
DE19607339A1 (de) * 1996-02-27 1997-08-28 Vossloh Werke Gmbh Vorrichtung zur hochelastischen Befestigung von Eisenbahn-Schienen auf Standard-Betonschwellen
US6471139B1 (en) 1997-06-18 2002-10-29 Phoenix Aktiengesellschaft Rail arrangement

Also Published As

Publication number Publication date
US20110138734A1 (en) 2011-06-16
JP5607619B2 (ja) 2014-10-15
SA109300451B1 (ar) 2014-10-16
TWI448605B (zh) 2014-08-11
EA201001830A1 (ru) 2011-10-31
CN102089478B (zh) 2014-02-19
DE102008032353B3 (de) 2009-10-15
DE202008012236U1 (de) 2009-04-23
ES2547078T3 (es) 2015-10-01
PL2318587T3 (pl) 2015-11-30
EA027248B1 (ru) 2017-07-31
AU2009268236B2 (en) 2016-06-09
AR072862A1 (es) 2010-09-29
DK2318587T3 (en) 2015-10-19
AU2009268236A1 (en) 2010-01-14
TW201009166A (en) 2010-03-01
WO2010003817A1 (de) 2010-01-14
UY31967A (es) 2010-01-29
US8668152B2 (en) 2014-03-11
CL2011000005A1 (es) 2011-07-15
JP2011527391A (ja) 2011-10-27
MY169780A (en) 2019-05-15
EP2318587A1 (de) 2011-05-11
UA103484C2 (ru) 2013-10-25
IL209765A0 (en) 2011-02-28
CA2727108C (en) 2016-10-11
IL209765A (en) 2014-08-31
CN102089478A (zh) 2011-06-08
CA2727108A1 (en) 2010-01-14
MA32541B1 (fr) 2011-08-01

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