EP1709249B1 - Hochelastischer elektrisch isolierender schienenstützpunkt - Google Patents

Hochelastischer elektrisch isolierender schienenstützpunkt Download PDF

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Publication number
EP1709249B1
EP1709249B1 EP05707088.0A EP05707088A EP1709249B1 EP 1709249 B1 EP1709249 B1 EP 1709249B1 EP 05707088 A EP05707088 A EP 05707088A EP 1709249 B1 EP1709249 B1 EP 1709249B1
Authority
EP
European Patent Office
Prior art keywords
plate
rail
support point
rail foot
point according
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.)
Expired - Lifetime
Application number
EP05707088.0A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP1709249A1 (de
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 SI200531803T priority Critical patent/SI1709249T1/sl
Priority to PL05707088T priority patent/PL1709249T3/pl
Priority claimed from DE200510004506 external-priority patent/DE102005004506A1/de
Publication of EP1709249A1 publication Critical patent/EP1709249A1/de
Application granted granted Critical
Publication of EP1709249B1 publication Critical patent/EP1709249B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B9/00—Fastening rails on sleepers, or the like
    • E01B9/38—Indirect fastening of rails by using tie-plates or chairs; Fastening of rails on the tie-plates or in the chairs
    • E01B9/40—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 to be anchored to a supporting structure of a track for track-guided vehicles according to the preamble of patent claim 1.
  • a sandwiched inserted steel pressure distribution plate resting on the interposition of conventional liners the rail.
  • the angled guide plate which serves to guide the side of the rail foot and the rear bearing for the tension clamp for resilient clamping of the rail foot, is made correspondingly thick.
  • 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.
  • 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 rail is held in position by plastic angle guide plates on the side; 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 held by one screw each on both sides of the rail foot, which are screwed either in dowels in prestressed concrete sleepers or directly in a wooden sleeper.
  • the rail fastening comprises a plurality of elastic, superimposed plate elements, including a height-compensating pad.
  • the top plate is provided with a recess for the rail foot.
  • the invention has for its object to provide a simple but effective base for the superstructure slab track, for example, for trams, which is improved over the prior art and easy to assemble.
  • the invention comprises for a highly elastic electrically insulating support point for rails of a track-guided vehicle on both sides next to the rail each anchorage, comprising a built-in support structure sleeve made of plastic, a bolt wrapped, whose threaded end protrudes from the anchorage to the rail side, between the support structure and the rail a set of several plastic plates lying on each other, which are wider than the rail together with associated resilient mounting, of which the upper plate is formed as a Schlenenfußauflage, at least one plate elastic and is recoverable designed for a predefined Schlenenfußeinsenkung and all plates have openings for the threaded end, on which a nut for resilient clamping of the rail foot can be placed.
  • z. B. plate-shaped sleepers or in-situ concrete - hereinafter generally referred to as a support structure -ranged, z. B. shed be.
  • a set of plastic plates can be slipped and coupled with the anchorage.
  • a nut is screwed onto the threaded end and tightened.
  • the rail is braced and pressed the set of plastic plates frictionally to each other.
  • This base version has a higher elasticity than previous designs.
  • the rail foot decreases by a previously calculated amount and thereby 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 angled guide plate, hardly noticeable, since 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 fastening or the upper plate with supports 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 preferably also the top plate of the set of plastic plates for stiffening, is provided with a ribbing on the underside.
  • the bottom plate can therefore interlock positively with the ribbing in the application of in-situ concrete fresh concrete surface of the undercut 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 providing it 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 anchorage to the threaded end can be conical and the lowermost plate is also conical downwards extending breakthrough, which is designed to be complementary to the conical part of the envelope of the anchorage.
  • the assembly and temporary support of the parts of the base with each other or relative to the rail is by a corresponding complementary and plug-in design of the parts for a corresponding joining the anchorage to the lower plate or the bolt with its temporary guiding function and mounting properties for the plates and springs during assists in assembling the parts.
  • the sheath may also be designed as a plug with a special head for coupling the plug or the casing to a lower plate 4.
  • a plate 4 On the undercut a plate 4 is arranged, for example, polyamide, which on the concrete sleeper 9 facing sides a ribbing 41, 42 carries, which can engage in a positive concrete sleeper 9 positively.
  • 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 or anchoring 10 of the bolt 8.
  • the anchor 10 may have a Passtell 102, the form-fitting and accurately with a recording 43 of the plate 4 cooperates in the manner of an interference 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 enclosure or the anchorage 10 is made possible.
  • an elastic plate 5 predefined and calculated for the application thickness, which can rebound, and another high-strength plate 6 for load transfer and partial Druckvertellung arranged.
  • This plate 7 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 at the upper end and positively or non-positively in the envelope of the anchorage 10 is seated other end, can record on the thread with a spring or clamp of conventional design, not shown, and these are clamped so far with a nut, not shown, 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.
  • the entire ensemble of anchoring and the set of plastic sheets, as in Fig. 2 represented, assembled, then locked with spring and nut on the rail and finally cast in situ concrete anchoring 10 and the bottom plate 4 in a slab track or supporting structure.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Railway Tracks (AREA)
EP05707088.0A 2004-01-29 2005-01-31 Hochelastischer elektrisch isolierender schienenstützpunkt Expired - Lifetime EP1709249B1 (de)

Priority Applications (2)

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

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE102004004646 2004-01-29
PCT/EP2005/000913 WO2005073466A1 (de) 2004-01-29 2005-01-31 Hochelastischer elektrisch isolierender schienenstützpunkt
DE200510004506 DE102005004506A1 (de) 2004-01-29 2005-01-31 Hochelastischer elektrisch isolierender Schienenstützpunkt

Publications (2)

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

Family

ID=34828322

Family Applications (1)

Application Number Title Priority Date Filing Date
EP05707088.0A Expired - Lifetime EP1709249B1 (de) 2004-01-29 2005-01-31 Hochelastischer elektrisch isolierender schienenstützpunkt

Country Status (3)

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

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102008028092A1 (de) 2008-06-13 2009-12-17 Wirthwein Ag Seitenverstellbare Schienenbefestigung
DE102008028093A1 (de) * 2008-06-13 2009-12-17 Wirthwein Ag Stützpunkt und Befestigung für Schienen auf einer Holzschwelle
DE102009041848A1 (de) * 2009-09-18 2011-03-24 Vossloh-Werke Gmbh System zum Befestigen einer Schiene auf einem festen Untergrund und Befestigung einer Schiene
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
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
NL2011485C2 (nl) * 2013-09-23 2015-03-24 Htm Personenvervoer N V Bevestigingssamenstel voor een spoorstaaf.
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

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19932991A1 (de) * 1999-07-14 2000-06-21 Friedrich Hagans Plastverarbei Schwingungsdämpfende Einzelstütze aus elastischem Kunststoff

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE629811A (pl) *
US2337497A (en) 1941-10-20 1943-12-21 Reddick Stewart Joseph Railroad track construction
EP1191145B1 (de) * 2000-09-22 2003-02-26 Rhomberg Bau GmbH 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

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19932991A1 (de) * 1999-07-14 2000-06-21 Friedrich Hagans Plastverarbei Schwingungsdämpfende Einzelstütze aus elastischem Kunststoff

Also Published As

Publication number Publication date
WO2005073466A1 (de) 2005-08-11
PL1709249T3 (pl) 2014-03-31
EP1709249A1 (de) 2006-10-11

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