EP1709249A1 - Point d'appui tres elastique et electriquement isolant - Google Patents

Point d'appui tres elastique et electriquement isolant

Info

Publication number
EP1709249A1
EP1709249A1 EP05707088A EP05707088A EP1709249A1 EP 1709249 A1 EP1709249 A1 EP 1709249A1 EP 05707088 A EP05707088 A EP 05707088A EP 05707088 A EP05707088 A EP 05707088A EP 1709249 A1 EP1709249 A1 EP 1709249A1
Authority
EP
European Patent Office
Prior art keywords
rail
plate
foot
support point
spring
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
EP05707088A
Other languages
German (de)
English (en)
Other versions
EP1709249B1 (fr
Inventor
Joachim Süss
Udo Wirthwein
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.)
Wirthwein AG
Original Assignee
Wirthwein AG
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 Wirthwein AG filed Critical Wirthwein AG
Priority to PL05707088T priority Critical patent/PL1709249T3/pl
Priority to SI200531803T priority patent/SI1709249T1/sl
Priority claimed from DE200510004506 external-priority patent/DE102005004506A1/de
Publication of EP1709249A1 publication Critical patent/EP1709249A1/fr
Application granted granted Critical
Publication of EP1709249B1 publication Critical patent/EP1709249B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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
    • E01B9/38—Indirect fastening of rails by using tie-plates or chairs; Fastening of rails on the tie-plates or in the chairs
    • E01B9/40—Tie-plates for flat-bottom rails
    • E01B9/42—Tie-plates for flat-bottom rails of two or more parts

Definitions

  • the invention relates to a highly elastic electrically insulating support point for rails of a track-guided vehicle with an anchorage in a supporting structure and resilient mounting of the foot of the rail by means of a plate for the lateral guide for the rail and a spring sweeping screw on both sides of the rail foot on an elastic Base and this rests on the support structure and a kit for the base and a method for producing a base for a slab track.
  • the rail fastening screw thus passes through the angled guide plate and fixes it in the context of coarse tolerances in their position and the tension clamp on the rail.
  • the rear part of the clamp is supported on the angled guide plate and therefore absorbs reaction forces resulting from the depression of the rail foot and the resulting movement of the spring loop on the rail foot.
  • These rail fastening systems can be designed adjustable in height and in the gauge.
  • the steel plate limited by their pressure distribution effect, the depression of the rail on the sub-swelling or support structure under load by rolling over vehicle loads and thus the elasticity of the rail support as a whole. Accordingly, the spring travel on the rail foot is very low and even lower on the rear bearing side of the spring on the angled guide plate.
  • the ballast bed is elastic, so that no thicker elastic pads or intermediate plates are required in this construction.
  • the rail is held in position on the sides by plastic angle guide plates; depending on a sleeper screw passes through this plate and is screwed into the cast in concrete plastic anchor and thus fixes the plate in position and the tension clamp on the rail. Due to the long elastic travel of a W-shaped tension clamp made of spring steel, the rail is constantly clamped non-positively.
  • the superstructure Ks with ribbed plate and a pad / liner under the rail.
  • the ribbed plate is replaced by a screw on each side of the rail foot, which are either in dowels in prestressed concrete sleepers or screwed directly into a wooden sill held.
  • the invention is based on the problem, a simple but effective base for the superstructure slab track, for example, for trams to propose, which is improved over the prior art and easy to assemble.
  • the first solution comprises for a generic highly elastic electrically insulating support point for rails of a track-guided vehicle on both sides next to the rail (3) each an anchor, comprising a sleeve integrated in the support structure made of plastic, which surrounds a bolt whose threaded end protrudes from the anchorage to the rail side , is arranged, between the support structure and the rail foot, a set of a plurality of superimposed plastic plates, which are wider than the rail together with associated resilient mounting, is arranged, of which the upper plate is formed as a rail foot rest, at least one plate elastic and recoverable for a predefined Schußfußeinsenkung is designed and all plates have openings for the threaded end, on which a nut for resilient tension of the rail foot can be placed.
  • the anchoring in a sub-swelling for example, plate-shaped sleepers or in-situ concrete - hereinafter generally referred to as a support structure - arranged, for example, be shed.
  • a set of plastic plates can be slipped and coupled with the anchorage.
  • the big advantage of this base version is that it has a higher elasticity than previous designs.
  • the highly elastic and recoverable plastic plate located in a middle layer of the kit / plurality of plates causes a double elasticity.
  • the rail foot sinks by a previously calculated amount and presses the plate described together recoverable.
  • the tension clamp on the rail with its known special spring characteristic follows the depression in the sense of partial relaxation of the spring, as its position on the nut or the head of the bolt is maintained.
  • a spring travel on the rear loop, resting on the angle guide plate hardly detectable because the steel pressure distribution plate at this point does not allow significant lowering of the angled guide plate.
  • the invention also allows a depression of this part of the rail mounting or the new upper plate with support for the rail and the spring loop. This results in the area of the spring loop, facing away from the Schienfußseite a Einsenkiolo the base with a corresponding spring travel, caused by the elastic plate.
  • the base of the rail is more elastic overall.
  • the anchorage Since the anchorage is provided with projections, it sits torsion-proof in the concrete.
  • At least the bottom plate, but for stiffening preferably also the top plate of the set of plastic plates is equipped with a ribbing at the bottom.
  • the bottom plate can therefore with the ribbing form-fitting in the application of in-situ concrete yet fresh concrete surface of the undercut to intervene and get a secure fit.
  • the under-swelling together with anchoring and bottom plate can be made, if not, as described later, the base on solid pavement to be made in situ.
  • the top plate of the set is to be formed as a guide plate for the rail base and the spring and thus replaces a conventional angled guide plate and also a ribbed plate function.
  • the top plate of the set may be provided as a guide for the bolt, e.g. by being provided with an integral sleeve for guiding a non-threaded portion of the bolt.
  • the anchoring and at least one of the plates should be positively and / or non-positively coupled to each other.
  • the sheathing of the anchoring to the threaded end can be conical and the lowermost plate also downwardly have a conically widening breakthrough which is designed to be complementary to the conical part of the sheathing of the anchoring.
  • the second solution includes a separately factory prefabricated
  • Kit for a rail support and fixation of a rail in particular for a support point described above with a set of
  • An anchorage made of plastic with partly wrapped threaded bolt and free threaded end; - a mutually complementary set of plastic plates, of which at least one upper and lower made of high-strength plastic and at least one elastic plate to be arranged therebetween in a rail laterally projecting width and an opening for the insertion of the anchorage and / or the threaded end;
  • the third solution consists in a method for producing a support point for a slab track comprising the steps:
  • the assembly and temporary support of the parts of the base with each other or relative to the rail is by appropriate complementary and plug-in design of the parts for a corresponding joining anchoring to the lower plate or the bolt with its temporary leadership function and mounting properties for the plates and spring of the kit supported during the assembly of the parts.
  • Figure 1 is a side view of a base with partial section through an anchorage and the overlying parts.
  • Figure 2 shows the components of a base in a perspective view from below, but without rail, spring, nut.
  • Fig. 3 shows the components of a base in a perspective view from above, but without rail, spring, nut.
  • a support structure for example, a sub-swelling, for example, a concrete sleeper 9
  • two anchors 10 are used, which envelop a screw 8 with threaded end 81 integrally.
  • This anchor 10 has projections or ribs 101 for torsion-proof fixation in the concrete 9.
  • the wrapper may also be designed as a dowel with a special head for coupling the dowel / wrapper to the lower plate 4.
  • a plate 4 On the undercut a plate 4 is arranged, for example, polyamide, which carries on the side facing the threshold ribbing 41, 42, which can engage in a form-fitting manner in a fresh concrete sleeper 9.
  • the anchor 10 At the bottom of the plate 4 of the opening for receiving the bolt 8 is conical and that complementary to the upper end of the enclosure / anchor 10 of the bolt 8.
  • the anchor 10 may have a fitting portion 102, the form-fitting and accurate with a recording 43rd the plate 4 cooperates in the manner of a press fit for the transmission of horizontal forces on the plate 4 and the screw bolt 8.
  • a press fit of the plate 4 on the sheathing / anchorage 10 is made possible.
  • an elastic plate 5 predefined and calculated for the application thickness, which can deflect, and another high-strength plate 6 arranged for load transfer and partial pressure distribution.
  • This plate may integrally have a guide 12 for the bolt 8.
  • Under the foot 3 of the rail 1 is still a known per se elastic intermediate plate 2 with molded ribs 21 for securely gripping the support plate 7 is arranged.
  • the bolt 8 with thread 81 at the upper end and positively or non-positively in the envelope of the anchorage 10 is seated other end, can record on threaded end 81 a spring / clamp of conventional design, not shown, and clamped this far with a nut, not shown be that the rail is held securely but resilient.
  • the tension clamp is supported on the rail foot 3 on the one hand and the support 71 on the plate 7 and on the nut.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Railway Tracks (AREA)

Abstract

L'invention concerne un point d'appui très élastique et électriquement isolant pour les rails d'un véhicule guidé, ce point d'appui comportant un ancrage dans une construction support et une fixation élastique du patin du rail au moyen d'une vis pénétrant dans une plaque pour le guidage latéral du patin du rail et dans un ressort, de chaque côté du patin de rail qui appuie sur une base élastique, laquelle repose sur la construction support. Des deux côtés du patin de rail se trouve un ancrage comprenant un manchon de plastique, intégré dans la construction support et entourant une tige filetée dont l'extrémité du filetage sort de l'ancrage en direction du côté du rail. Entre la construction support et le patin du rail est disposé un ensemble composé de plusieurs plaques de plastique superposées, plus larges que le patin de rail avec la fixation élastique associée. La plaque supérieure forme la base du patin de rail, au moins une plaque est élastique et peut être repositionnée pour un affaissement prédéterminé du patin de rail, et toutes les plaques sont pourvues de passages pour l'extrémité de filetage, sur laquelle est monté un écrou pour le serrage élastique du patin de rail. La présente invention porte également sur un jeu de pièces pour le point d'appui et, en complément, sur un procédé pour fabriquer un point d'appui pour une piste de roulement ferme au moyen d'un jeu de pièces de ce type.
EP05707088.0A 2004-01-29 2005-01-31 Point d'appui tres elastique et electriquement isolant Expired - Lifetime EP1709249B1 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
PL05707088T PL1709249T3 (pl) 2004-01-29 2005-01-31 Punkt podparcia szyny o wysokiej sprężystości i izolacji elektrycznej
SI200531803T SI1709249T1 (sl) 2004-01-29 2005-01-31 Visokoelastična električno izolirna oporna točka tirnice

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE102004004646 2004-01-29
PCT/EP2005/000913 WO2005073466A1 (fr) 2004-01-29 2005-01-31 Point d'appui très élastique et électriquement isolant
DE200510004506 DE102005004506A1 (de) 2004-01-29 2005-01-31 Hochelastischer elektrisch isolierender Schienenstützpunkt

Publications (2)

Publication Number Publication Date
EP1709249A1 true EP1709249A1 (fr) 2006-10-11
EP1709249B1 EP1709249B1 (fr) 2013-08-21

Family

ID=34828322

Family Applications (1)

Application Number Title Priority Date Filing Date
EP05707088.0A Expired - Lifetime EP1709249B1 (fr) 2004-01-29 2005-01-31 Point d'appui tres elastique et electriquement isolant

Country Status (3)

Country Link
EP (1) EP1709249B1 (fr)
PL (1) PL1709249T3 (fr)
WO (1) WO2005073466A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2851468A1 (fr) * 2013-09-23 2015-03-25 HTM Personenvervoer N.V: Ensemble de montage pour rail

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102008028093A1 (de) * 2008-06-13 2009-12-17 Wirthwein Ag Stützpunkt und Befestigung für Schienen auf einer Holzschwelle
DE102008028092A1 (de) 2008-06-13 2009-12-17 Wirthwein Ag Seitenverstellbare Schienenbefestigung
DE102009041833B4 (de) * 2009-09-18 2011-06-22 Vossloh-Werke GmbH, 58791 Unterlegplatte für die Befestigung einer Schiene auf einem festen Untergrund und Befestigung einer Schiene
DE202009014462U1 (de) * 2009-09-18 2010-02-18 Vossloh-Werke Gmbh System zum Befestigen einer Schiene auf einem festen Untergrund und Befestigung einer Schiene
DE102010020801B4 (de) * 2010-05-18 2013-03-14 Wirthwein Ag Schienenbefestigung
DE102012103001A1 (de) * 2012-04-05 2013-10-10 Rte Technologie Gmbh Feste Fahrbahn für Schienenfahrzeuge sowie Schienenbefestigungselement für eine feste Fahrbahn
ES2704178B2 (es) * 2017-09-14 2019-10-23 Railtech Sufetra S A Zócalo de hormigón para vías ferroviarias, vía ferroviaria que incorpora dichos zócalos y método de instalación de la vía

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE629811A (fr) *
US2337497A (en) 1941-10-20 1943-12-21 Reddick Stewart Joseph Railroad track construction
DE19932991A1 (de) 1999-07-14 2000-06-21 Friedrich Hagans Plastverarbei Schwingungsdämpfende Einzelstütze aus elastischem Kunststoff
DE50001340D1 (de) * 2000-09-22 2003-04-03 Rhomberg Bau Gmbh Bregenz Verfahren und Einrichtung zum Verbinden eines aus Schienen und Einzelstützpunkten bestehenden Gleises mit dem Tragkörper einer festen Fahrbahn
DE20314587U1 (de) * 2003-09-20 2003-12-24 Heitkamp-Deilmann-Haniel Gmbh Vorrichtung zum Anheben und Ausrichten von Gleisrosten

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO2005073466A1 *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2851468A1 (fr) * 2013-09-23 2015-03-25 HTM Personenvervoer N.V: Ensemble de montage pour rail

Also Published As

Publication number Publication date
EP1709249B1 (fr) 2013-08-21
PL1709249T3 (pl) 2014-03-31
WO2005073466A1 (fr) 2005-08-11

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