EP2150653B1 - Kraftschlüssig-elastische schienenbefestigung für gleisanlagen - Google Patents

Kraftschlüssig-elastische schienenbefestigung für gleisanlagen Download PDF

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Publication number
EP2150653B1
EP2150653B1 EP08749234A EP08749234A EP2150653B1 EP 2150653 B1 EP2150653 B1 EP 2150653B1 EP 08749234 A EP08749234 A EP 08749234A EP 08749234 A EP08749234 A EP 08749234A EP 2150653 B1 EP2150653 B1 EP 2150653B1
Authority
EP
European Patent Office
Prior art keywords
rail
fastening
elastic
support plate
fastening 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.)
Active
Application number
EP08749234A
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German (de)
English (en)
French (fr)
Other versions
EP2150653A1 (de
Inventor
Frank Meyer
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.)
Schwihag AG
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Schwihag AG
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Filing date
Publication date
Application filed by Schwihag AG filed Critical Schwihag AG
Priority to PL08749234T priority Critical patent/PL2150653T3/pl
Publication of EP2150653A1 publication Critical patent/EP2150653A1/de
Application granted granted Critical
Publication of EP2150653B1 publication Critical patent/EP2150653B1/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
    • E01B9/38—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

Definitions

  • the invention relates to a frictional-elastic rail fastening for track systems, which has a rail support plate (6), a fastening anchor (13) and a torsion legs clamp-like clamping element made of elastic material, in particular hardened steel, in the assembled state by means of a holder and this vertically passing fastening anchor on a sleeper body, in particular a concrete sleeper, is attached and exerts a rail holding in position clamping force, the rail is to be arranged with the interposition of a rail support plate on the sleeper body.
  • a clamping element is used, which is arranged in the assembled state between a retaining plate and a fastening anchor.
  • the clamping element has two legs, which are designed as torsion elements.
  • the Torsionsschenkel have two parallel adjacent spring bar sections, which are integrally connected by a tensioning portion forming and substantially transversely outwardly bent loop. The two spring bar sections of the torsion legs are connected via the connecting crosspiece.
  • the two outer spring bar sections of the torsion leg have at a distance behind the connecting cross piece in each case a U-shaped bend, which is supported with its free end portion on the connecting crosspiece, while anchoring parts of the rail fastening in the connection to a central web and in each case at a distance above arranged by the rail foot run-on slopes for the bracing portions of the clamping element have two projecting to opposite sides supporting flanges for the torsion legs of the clamping element.
  • a rail fastening is known in which widen portions of the outer leg of epsilon-shaped clamping elements by increasing the distance from the inner legs against the rail foot out.
  • the trimmed free ends of the clamping element end outside the inner leg.
  • the clamping element is further designed so that a central web comes to rest in the mounting position at a small distance above the rail and rests in the pre-assembly with its inner side on the shaft of the sleeper screw.
  • the invention is therefore an object of the invention to provide a generic, indirect frictional-elastic rail fastening without the disadvantages mentioned, the less expensive to manufacture components and less installation space required and built-in tensioning element assembly or disassembly of the anchor fixing or threshold / through screws allowed ,
  • the rail support plate integrally provided with at both ends, the through holes for the fastening anchor having holder housings is designed such that on the one hand held the clamping elements form fit and on the other hand, the holder housing and, consequently, the clamping elements of the with their rail between the holder housing to be used rail are biased.
  • the rail foot biases the preferably made of cast iron or high-strength plastic holder housing and above them positively received in this clamping elements hinder the recorded with their Torsionsschenkeln in the holder housings clamping elements no longer free access to the mounting anchors. These can be threaded through the clamping elements and the holder housing centrally from above or insert and screw in the sleeper body.
  • the achieved compactness of the system also makes it possible that the fastening anchors can be far closer than in all known rail fasteners to the rail foot can introduce. It can therefore be an optimal, evenly distributed bias or strain of the elastic intermediate plate, considering the stress cone, which always produces a screw.
  • an insertable between the threshold body and the elastic intermediate plate compensation plate can be provided.
  • a possibly predetermined by the installation conditions height compensation by a correspondingly adapted thickness of the balance plate is possible.
  • the structure can optionally be changed or increased by additional plates.
  • At least one isolation distance spacer between the rail and the holder housings can be fitted.
  • the determined by the width of the rail foot distance of the two holder housing can be variably changed, so that always caused by the rail foot bias of the holder housing is guaranteed.
  • the biasing force transmitted spacer sleeve is arranged, can be achieved in this way by tightening the fastening anchors the defined bias.
  • a spring element is recommended between the screw heads and the holder housings. This may consist of elastic plastic or be designed as a plate spring and prevents an abrupt increase in the screw torque and thus a withdrawal of the anchor from the threshold body.
  • the rail support plate is received between hump-like abutments of the threshold body and thus fixed in its installed position.
  • a preferred embodiment of the invention provides that elastic side sliding inserts are arranged between the abutments and the rail support plate. These serve not only for exact positioning and lateral force damping and guidance of the spring-loaded rail support plate, but also for transmitting the wheel or rail lateral force on the abutment, formed at a concrete sleeper as concrete hump.
  • the elastic side sliding inserts engage with latching webs in depressions of the threshold body and / or the hump-like abutment.
  • they can be provided with at least one engagement projection with footrests extending forwards and / or at their rear sides facing the bump-like abutments of the threshold body.
  • the side sliding inserts are thereby held in the rail longitudinal direction.
  • the elastic side sliding inserts are formed with mutually facing recesses into which the elastic intermediate plate and / or the balance plate dips end face.
  • the side glide inserts are thus additionally held down and can not be pushed out of their installation position vertically upwards.
  • a further preferred embodiment of the invention provides that the elastic side sliding inserts are formed at their upper, remote from the sleeper body ends with the forces in the rail longitudinal direction of the rail support plate receiving and in the emerging body-derived shoulders.
  • Fig. 1 and 12 show the structure of an indirect, non-positive elastic rail fastening for a track system, with explosive representation of the individual components in Fig. 2 ,
  • a rail 1 is fixed with its rail on a threshold body 3.
  • the threshold body 3 has at a distance from each other two humpy abutment 4 with it supporting side sliding inserts 5, between which a rail support plate 6 is arranged, on which the rail 2 of the rail 1 rests, optionally with the interposition of a height compensation plate 7 (see. Fig. 9 ).
  • a compensating plate 9 are arranged in the embodiment.
  • rail support plate 6 is integrally formed with holder housings 10, in which clamp-like clamping elements 11 are held positively, with the clamping elements 11 can be moved in the holder housings 10 guided from the outside to the rail with their 1 facing end webs on the rail 2 to come as in each case the left half of the picture Fig. 1 and 12 shown.
  • the rail 1 or its rail 2 is snugly received between the holder housings 10 so that the clamping elements 11 are biased by the action of the rail 1 and the rail 2 in the holder housings 10.
  • insulation distance liners (not shown in the figures) can be fitted between the outer ends of the rail foot and the holder housings 10.
  • the holder housing 10 are provided with through holes 12, which in the installed position with in the elastic intermediate plate 8, the balance plate 9 and mounting holes in the threshold body 3 are aligned. Due to the clamped in the holder housings 10 always biased clamping elements 11, the through holes 12 are freely accessible from the outside, so that fastening anchor 13, of which only two are required to insert through the brackets 10 and screw with the sleeper body 3.
  • the elastic intermediate plate 8 By screwing in the fastening anchor 13, the elastic intermediate plate 8 can be prestressed simultaneously, independently of the prestressing of the spring elements 11.
  • a spacer element in the form of a spacer sleeve 14 is arranged in the through holes 12 of the holder housing 10, which ends on the balance plate 9, as in Fig. 3 can be seen.
  • the elastic intermediate plate 8 When tightening the fastening anchor 13, the elastic intermediate plate 8 can be defined biased by a Vorspannweg 15. By placed under the heads of the fastening anchor 13 spring elements 16 an abrupt increase in the stercardmomentes is avoided.
  • the side sliding inserts 5 inserted between the bump-like abutments 4 and the rail support plate 6 are formed with webs 17 and engage with them in depressions 18 of the sleeper body 3 (cf. FIGS. 5 and 6 ).
  • This is in the execution of the threshold body 3 with Fig. 10 in the bump-like abutments 4 also formed recesses 20 and at their rear sides with an engagement projection 21, as in Fig. 11 shown trained side glides 5 further favored.
  • At the upper ends of the side sliding inserts 5 shaped shoulders 22 take in the longitudinal direction of the rail 1 from the rail support plate 6 acting forces and divert them to the threshold body 3 from.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Railway Tracks (AREA)
EP08749234A 2007-06-01 2008-04-30 Kraftschlüssig-elastische schienenbefestigung für gleisanlagen Active EP2150653B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL08749234T PL2150653T3 (pl) 2007-06-01 2008-04-30 Zamknięte siłowo sprężyste zamocowanie szynowe dla urządzeń torowych

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102007025708A DE102007025708B4 (de) 2007-06-01 2007-06-01 Kraftschlüssige elastische Schienenbefestigung für Gleisanlagen
PCT/EP2008/003484 WO2008145240A1 (de) 2007-06-01 2008-04-30 Kraftschlüssig-elastische schienenbefestigung für gleisanlagen

Publications (2)

Publication Number Publication Date
EP2150653A1 EP2150653A1 (de) 2010-02-10
EP2150653B1 true EP2150653B1 (de) 2012-11-28

Family

ID=39671795

Family Applications (1)

Application Number Title Priority Date Filing Date
EP08749234A Active EP2150653B1 (de) 2007-06-01 2008-04-30 Kraftschlüssig-elastische schienenbefestigung für gleisanlagen

Country Status (9)

Country Link
US (1) US8297528B2 (ru)
EP (1) EP2150653B1 (ru)
JP (1) JP5586456B2 (ru)
CN (1) CN101711298B (ru)
DE (1) DE102007025708B4 (ru)
ES (1) ES2400539T3 (ru)
PL (1) PL2150653T3 (ru)
RU (1) RU2459897C2 (ru)
WO (1) WO2008145240A1 (ru)

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DE102007025708B4 (de) * 2007-06-01 2009-06-18 Schwihag Ag Kraftschlüssige elastische Schienenbefestigung für Gleisanlagen
GB0905918D0 (en) * 2009-04-06 2009-05-20 Pandrol Ltd Fastening railway rails
DE102009041816B4 (de) * 2009-09-18 2011-07-28 Vossloh-Werke GmbH, 58791 Unterlegplatte für die Befestigung einer Schiene auf einem festen Untergrund und Befestigung einer Schiene
EP2369057B1 (de) * 2010-03-12 2014-09-03 Vossloh-Werke GmbH System zum Befestigen einer Schiene auf einem Untergrund und Unterlegplatte für ein solches System
DE202010009771U1 (de) * 2010-03-12 2010-10-07 Vossloh-Werke Gmbh System zum Befestigen einer Schiene und Führungsplatte für ein solches System
EP2609257A1 (de) * 2010-08-24 2013-07-03 Vossloh-Werke GmbH Unterlegplatte für ein schienenbefestigungssystem, system zum befestigen einer schiene und verfahren zum sanieren eines schienenbefestigungspunktes
RU2468133C1 (ru) * 2011-07-04 2012-11-27 Федеральное государственное образовательное учреждение высшего профессионального образования "Уральский государственный университет путей сообщения" (УрГУПС) Анкерное клеммно-болтовое рельсовое скрепление (варианты)
FR2979642B1 (fr) * 2011-09-06 2013-10-18 Claudiu Orodel Systeme de fixation de rail
KR200470249Y1 (ko) * 2011-09-28 2013-12-11 이영제 레일체결장치
ES2373740B1 (es) * 2011-10-13 2012-12-26 Railtech Sufetra, S.A. Sistema de posicionamiento de un raíl.
KR101305455B1 (ko) * 2012-01-30 2013-09-06 주식회사 에이브이티 레일체결장치
DE102012014500A1 (de) * 2012-07-23 2014-01-23 Schwihag Ag Schienenbefestigungssystem für Übergangsbereiche
KR200473880Y1 (ko) * 2012-08-01 2014-08-07 주식회사 에이브이티 레일체결장치
KR200473881Y1 (ko) * 2012-08-10 2014-08-07 주식회사 에이브이티 레일체결장치
WO2014036237A1 (en) * 2012-09-01 2014-03-06 Easi-Set Industries, Inc. Interlocking highway barrier structure
US8919660B2 (en) * 2013-02-20 2014-12-30 Amsted Rps End restraint for turnout
GB2511740A (en) * 2013-03-11 2014-09-17 Pandrol Ltd Railway Rail Baseplate Apparatus
CN103276640B (zh) * 2013-05-24 2015-01-28 西南交通大学 一种轨距挡板
NL2014640B1 (en) * 2015-04-14 2016-12-20 Movares Nederland Bv Railway.
CN105501608A (zh) * 2015-12-18 2016-04-20 唐少炎 一种使用包装盒集成安装铁路配件的方法
DE102016216529A1 (de) * 2016-09-01 2018-03-01 Schwihag Ag Vorrichtung zur Befestigung einer Schiene für Schienenfahrzeuge
CN107338687A (zh) * 2017-08-28 2017-11-10 华东交通大学 一种组合式轨枕
JP6739743B2 (ja) * 2017-09-21 2020-08-12 鉄道機器株式会社 鉄道用分岐器におけるレールブレス
DE102018100554A1 (de) 2018-01-11 2019-07-11 Schwihag Ag Schienenbefestigungssystem
DE102018117453A1 (de) * 2018-07-19 2020-01-23 Schwihag Ag Gleis- Und Weichentechnik Schienenbefestigungssystem
DE102019207929A1 (de) * 2019-05-29 2020-12-03 Schwihag Ag Schienenbefestigungssystem
US11359335B2 (en) 2020-10-19 2022-06-14 Paul M. Janson Rail tie plate with spike retention capability
CN114016335A (zh) * 2021-12-02 2022-02-08 南京铁道职业技术学院 一种无砟轨道板及其生产方法

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Also Published As

Publication number Publication date
DE102007025708A1 (de) 2008-12-11
US8297528B2 (en) 2012-10-30
DE102007025708B4 (de) 2009-06-18
ES2400539T3 (es) 2013-04-10
CN101711298A (zh) 2010-05-19
JP5586456B2 (ja) 2014-09-10
CN101711298B (zh) 2012-11-14
PL2150653T3 (pl) 2013-04-30
WO2008145240A1 (de) 2008-12-04
JP2010529328A (ja) 2010-08-26
US20100301126A1 (en) 2010-12-02
RU2459897C2 (ru) 2012-08-27
RU2009149617A (ru) 2011-07-20
EP2150653A1 (de) 2010-02-10

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