EP2133467B1 - Fixation du rail á la traverse ajustable latéralment - Google Patents

Fixation du rail á la traverse ajustable latéralment Download PDF

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Publication number
EP2133467B1
EP2133467B1 EP09100336.8A EP09100336A EP2133467B1 EP 2133467 B1 EP2133467 B1 EP 2133467B1 EP 09100336 A EP09100336 A EP 09100336A EP 2133467 B1 EP2133467 B1 EP 2133467B1
Authority
EP
European Patent Office
Prior art keywords
rail
wedge
support plate
fastening arrangement
rails 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.)
Not-in-force
Application number
EP09100336.8A
Other languages
German (de)
English (en)
Other versions
EP2133467A1 (fr
Inventor
Udo Wirthwein
Jochaim Dr-Ing. Süß
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 PL09100336T priority Critical patent/PL2133467T3/pl
Priority to SI200930661T priority patent/SI2133467T1/sl
Publication of EP2133467A1 publication Critical patent/EP2133467A1/fr
Application granted granted Critical
Publication of EP2133467B1 publication Critical patent/EP2133467B1/fr
Not-in-force 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
    • 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
    • E01B9/66—Rail fastenings allowing the adjustment of the position of the rails, so far as not included in the preceding groups
    • 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
    • E01B9/38—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 fastening arrangement for rails on a threshold with fastening screws, loop-shaped tension clamps and wedges, wherein the track width is infinitely adjustable horizontally via wedges, according to the preamble of claim 1.
  • the gantry attachment primarily for crane rail attachment, was on the Internet at http://www.krug-weichbau.de/ Stamm/gantrail/3224_20.pdf on 13.06.2008 15:03 clock to see. The same shows the DE 40 07 937 A1 , The adjustment is made by obliquely running slots around a fixed, embedded or welded, screw in the fastening part, a sliding Clamp, possible.
  • a resilient rail mounting is possible only indirectly by placing a resilient mat under the rail, otherwise only rail is clamped. A safe transfer of the horizontal forces is not possible because the fasteners are moved.
  • the application is only intended for rigid rail supports.
  • the present invention seeks to provide a horizontally continuously adjustable mounting arrangement for rails, which is useful both in rigid and elastic rail supports and at the same time allows dynamic loading of the control.
  • the wedge is guidable on the platen, effectively in that the platen support plate has a lower and an upper guide groove.
  • the upper guide groove is formed as a projection of the rib which extends over the wedge.
  • the lower guide may protrude, for example, as a projection of the support plate, but in turn be part of the rib.
  • the wedge and the support plate may be made of plastic, for. B. of high strength polyamide.
  • the mounting arrangement according to the invention for rails additionally has a track adjustment.
  • a support plate 1, optionally supplemented by further elastic or stiffening plates 11, 12, is anchored by means of bolts 3 integrated in a dowel 4 on a concrete sleeper, not shown.
  • the rail S of the type UIC 54 rests with the interposition of an intermediate plate ZW with the rail foot SF on the support plate 1, which is constructed in the basic cross section like a ribbed plate with ribs 16 and 17, but not forged or rolled here, but made of plastic injected.
  • a wedge 24 ( Fig. 1, 2 . 3a and 3b ) arranged.
  • the ribs 16 and 17 extend obliquely to the edge of the rail foot SF.
  • the wedge 24 can be threaded with its tip 240 in a gap to the rib 16 and then found to be pushed further until this is the in Fig. 2 shown position occupies. The same applies to the wedge 24 next to rib 17.
  • the wedge 24 has two guide grooves which are formed at the top as a recess 241 and at the bottom as a groove 242 ( Fig. 3a, 3b ).
  • the upper recess 241 is guided under the projection 18 of the rib 16 and 17, respectively.
  • the groove 242 is guided over a projection 19 on the support plate 1,
  • the wedge 24 is guided exactly between the ribs 16 and 17 and the rail foot SF.
  • the wedge 24 has lateral contact with the rail foot SF on the one hand and the ribs 16 and 17 on the other hand and can thus exert a horizontal pressing force on the rail foot SF.
  • the left and right wedge 24 is pushed in until the desired position of the rail foot SF is reached. If necessary, the wedge 24 may still have a recess 243 to provide air for the intermediate layer ZW. allow.
  • the Figure 4 shows the second embodiment of the invention in application to a grooved rail S1 type Ri55, which is anchored on a wooden sleeper 20.
  • the support plate 100 is provided with ribs 116, 117, which also extend obliquely and leave room for a modified wedge 224, which is placed in the same way as in the first embodiment according to the Fig. 1 to 3a, b
  • the wedge 224 has only a lower groove 302 which is guided by the projection 225 on the support plate 100.
  • the support plate 100 is injection molded from polyamide and protrudes with a collar 101 in depressions of a borehole for anchoring a fastening screw 300, which additionally fixed in the wooden sleeper 20 by a dowel 301 with external sharp-edged profiling.
  • the left partial image A again shows a pre-assembly position of the fastening screw 300 and a loop spring 200 of the type SKL 1.
  • the fastening with the fastening screw 300 and the loop spring 200 is almost in the position of use. This is achieved when the loop 201 as shown rests in the abutment on a rear portion of the platen 100, the loop ends 203 hold down the rail foot SF firmly and the middle loop 202 (as in FIG Fig. 2 ) presses the wedge 224 frictionally from above.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Railway Tracks (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Supports For Pipes And Cables (AREA)

Claims (9)

  1. Système de fixation de rails sur une traverse, comportant des vis de fixation, des pinces de serrage en forme de boucles et des cales, l'écartement des voies étant réglable progressivement à l'horizontale à l'aide des cales,
    caractérisé en ce
    qu'une plaque d'appui (1 ; 100) est prévue pour le rail (S, S1),
    que la plaque d'appui (1 ; 100) se présente sous forme d'une plaque nervurée ayant des nervures (16, 17 ; 116, 117) s'étendant obliquement par rapport au rail et
    que, à l'état de montage, entre le patin du rail (SF) et les nervures (16, 17 ; 116, 117), une cale (24 ; 224) mobile dans le sens longitudinal du rail est disposée.
  2. Système de fixation de rails selon la revendication 1, caractérisé en ce que la cale (24, 224) peut être guidée sur la plaque d'appui (1, 100).
  3. Système de fixation de rails selon une des revendications précédentes, caractérisé en ce que la plaque d'appui (1, 100) présente, pour le guidage de la cale (24, 224), un guide inférieur et un supérieur (18, 19).
  4. Système de fixation de rails selon la revendication 3, caractérisé en ce que le guide supérieur se présente sous forme d'une saillie (18) de la nervure (16, 17) qui s'étend au-dessus de la cale (24).
  5. Système de fixation de rails selon la revendication 3, caractérisé en ce que le guide inférieur dépasse sous forme de saillie (19, 225) de la plaque d'appui (1, 100).
  6. Système de fixation de rails selon une des revendications précédentes, caractérisé en ce que la cale (24, 224) est en matière plastique.
  7. Système de fixation de rails selon une des revendications précédentes, caractérisé en ce que la plaque d'appui (1, 100) est en matière plastique.
  8. Système de fixation de rails selon une des revendications précédentes, caractérisé en ce que la cale (24, 224) est légèrement plus longue qu'une nervure correspondante (16, 17 ; 116, 117).
  9. Système de fixation de rails selon une des revendications précédentes, caractérisé en ce que la plaque d'appui (1, 100) dispose de butées (13, 14) pour un ressort à boucle (2 ; 200) en position de pré-montage et en position d'utilisation.
EP09100336.8A 2008-06-13 2009-06-12 Fixation du rail á la traverse ajustable latéralment Not-in-force EP2133467B1 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
PL09100336T PL2133467T3 (pl) 2008-06-13 2009-06-12 Mocowanie szyny przestawne na boki
SI200930661T SI2133467T1 (sl) 2008-06-13 2009-06-12 Stransko nastavljiva pritrditev tirnice

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102008028092A DE102008028092A1 (de) 2008-06-13 2008-06-13 Seitenverstellbare Schienenbefestigung

Publications (2)

Publication Number Publication Date
EP2133467A1 EP2133467A1 (fr) 2009-12-16
EP2133467B1 true EP2133467B1 (fr) 2013-04-17

Family

ID=41008865

Family Applications (1)

Application Number Title Priority Date Filing Date
EP09100336.8A Not-in-force EP2133467B1 (fr) 2008-06-13 2009-06-12 Fixation du rail á la traverse ajustable latéralment

Country Status (14)

Country Link
US (1) US8757510B2 (fr)
EP (1) EP2133467B1 (fr)
KR (1) KR101563768B1 (fr)
CN (1) CN102119249B (fr)
DE (1) DE102008028092A1 (fr)
DK (1) DK2133467T3 (fr)
ES (1) ES2421561T3 (fr)
HK (1) HK1159198A1 (fr)
HR (1) HRP20130640T1 (fr)
PL (1) PL2133467T3 (fr)
PT (1) PT2133467E (fr)
RU (1) RU2468135C2 (fr)
SI (1) SI2133467T1 (fr)
WO (1) WO2009150246A1 (fr)

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DE102004033724B3 (de) * 2004-07-13 2005-10-27 Vossloh-Werke Gmbh System zum Befestigen einer Schiene für Schienenfahrzeuge
DE102008032354B3 (de) * 2008-07-09 2009-11-12 Vossloh-Werke Gmbh System zum Befestigen einer Schiene auf einem Untergrund
GB2476460B (en) * 2009-12-22 2016-01-13 Pandrol Ltd Railway rail fastening apparatus
US8844836B2 (en) * 2010-11-04 2014-09-30 Vossloh-Werke Gmbh Rail clamp for attaching a rail and system provided with a rail clamp of this type
US9045866B2 (en) * 2010-11-04 2015-06-02 Vossloh-Werke Gmbh Tensioning clamp for fastening a rail and system equipped with a tensioning clamp of this type
DE102010060744A1 (de) * 2010-11-23 2012-05-24 Vossloh-Werke Gmbh Kombination aus einer Führungsplatte und einem Keilelement sowie System zum Befestigen einer Schiene für ein Schienenfahrzeug auf einem Untergrund
DE102011000896A1 (de) * 2011-02-23 2012-08-23 Vossloh-Werke Gmbh System zum Befestigen einer Schiene
JP6095650B2 (ja) * 2011-06-10 2017-03-15 シュヴィハーク・アクチエンゲゼルシャフト レール固定システム
DE102012100440A1 (de) * 2012-01-19 2013-07-25 Vossloh-Werke Gmbh Plattenelement zum Führen einer Schiene und Verfahren zu seiner Herstellung
GB2510419B (en) * 2013-02-04 2020-02-05 Pandrol Ltd A railway rail anchoring device
RU2551053C1 (ru) * 2013-11-12 2015-05-20 Геннадий Федорович Буряков Промежуточное раздельное крепление рельсов
DE102014116142A1 (de) * 2014-11-05 2016-05-12 Vossloh-Werke Gmbh Befestigungspunkt, in dem eine Schiene als Teil eines Gleises für Schienenfahrzeuge auf einem Untergrund befestigt ist
CN105442392B (zh) * 2015-12-31 2018-01-19 洛阳双瑞橡塑科技有限公司 一种防钢轨倾覆的ω弹条扣件系统
CN107052852A (zh) * 2017-06-06 2017-08-18 无锡环宇精密铸造有限公司 一种隔膜阀体工夹具
CN108002171A (zh) * 2017-12-13 2018-05-08 康力电梯股份有限公司 一种新型导轨支架
CN111139693B (zh) * 2020-01-16 2024-05-10 石家庄铁道大学 一种重载铁路轨道振动防松扣件组件及其安装方法
RU196901U1 (ru) * 2020-01-16 2020-03-19 Леонид Михайлович Попко Блок рельсового скрепления
RU202680U1 (ru) * 2020-05-13 2021-03-02 Акционерное общество "Новосибирский стрелочный завод" Скрепление рельсовых элементов стрелочных переводов с возможностью регулировки ширины колеи
KR102410208B1 (ko) * 2020-11-26 2022-06-20 김효철 스프링클램프를 이용한 2-점 지지방식의 레일 받침
RU204771U1 (ru) * 2021-02-02 2021-06-09 Федеральное государственное бюджетное образовательное учреждение высшего образования «Магнитогорский государственный технический университет им. Г.И. Носова» Пружинная клемма рельсового скрепления
RU204998U1 (ru) * 2021-03-04 2021-06-22 Дмитрий Витальевич Гвидонский Промежуточное рельсовое скрепление
BR202022011488U2 (pt) * 2022-06-10 2022-11-29 Wirklich Ind De Plasticos Ltda Disposição introduzida em galocha adaptável
CN117966523A (zh) * 2024-04-01 2024-05-03 北京铁科首钢轨道技术股份有限公司 一种市域郊铁路及城市轨道交通用减振扣件组件

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Also Published As

Publication number Publication date
KR101563768B1 (ko) 2015-10-27
PT2133467E (pt) 2013-06-20
CN102119249B (zh) 2012-09-26
PL2133467T3 (pl) 2013-09-30
CN102119249A (zh) 2011-07-06
SI2133467T1 (sl) 2013-08-30
RU2009122493A (ru) 2010-12-20
DK2133467T3 (da) 2013-07-08
US8757510B2 (en) 2014-06-24
ES2421561T3 (es) 2013-09-03
RU2468135C2 (ru) 2012-11-27
DE102008028092A1 (de) 2009-12-17
HK1159198A1 (en) 2012-07-27
US20090308943A1 (en) 2009-12-17
HRP20130640T1 (hr) 2013-08-31
WO2009150246A1 (fr) 2009-12-17
KR20110044196A (ko) 2011-04-28
EP2133467A1 (fr) 2009-12-16

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