EP0990071B1 - Schienenanordnung - Google Patents

Schienenanordnung Download PDF

Info

Publication number
EP0990071B1
EP0990071B1 EP98934818A EP98934818A EP0990071B1 EP 0990071 B1 EP0990071 B1 EP 0990071B1 EP 98934818 A EP98934818 A EP 98934818A EP 98934818 A EP98934818 A EP 98934818A EP 0990071 B1 EP0990071 B1 EP 0990071B1
Authority
EP
European Patent Office
Prior art keywords
rail
elastic intermediate
arrangement according
intermediate sheet
rail arrangement
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
EP98934818A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP0990071A1 (de
Inventor
Michael Bruder
Michail Rabkin
Karl-Heinz Krause
Edgar Böhm
Gerhard Merkmann
Peter Schwob
Klaus Tübel
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.)
Phoenix AG
Original Assignee
Phoenix 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 Phoenix AG filed Critical Phoenix AG
Publication of EP0990071A1 publication Critical patent/EP0990071A1/de
Application granted granted Critical
Publication of EP0990071B1 publication Critical patent/EP0990071B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B9/00Fastening rails on sleepers, or the like
    • E01B9/68Pads or the like, e.g. of wood, rubber, placed under the rail, tie-plate, or chair
    • E01B9/681Pads or the like, e.g. of wood, rubber, placed under the rail, tie-plate, or chair characterised by the material
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B9/00Fastening rails on sleepers, or the like
    • E01B9/62Rail fastenings incorporating resilient supports
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B9/00Fastening rails on sleepers, or the like
    • E01B9/68Pads or the like, e.g. of wood, rubber, placed under the rail, tie-plate, or chair
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B9/00Fastening rails on sleepers, or the like
    • E01B9/68Pads or the like, e.g. of wood, rubber, placed under the rail, tie-plate, or chair
    • E01B9/681Pads or the like, e.g. of wood, rubber, placed under the rail, tie-plate, or chair characterised by the material
    • E01B9/683Pads or the like, e.g. of wood, rubber, placed under the rail, tie-plate, or chair characterised by the material layered or composite
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B9/00Fastening rails on sleepers, or the like
    • E01B9/68Pads or the like, e.g. of wood, rubber, placed under the rail, tie-plate, or chair
    • E01B9/685Pads or the like, e.g. of wood, rubber, placed under the rail, tie-plate, or chair characterised by their shape
    • E01B9/686Pads or the like, e.g. of wood, rubber, placed under the rail, tie-plate, or chair characterised by their shape with textured surface

Definitions

  • the elastic intermediate plate 3 which sits directly on the hard support 6 (concrete sleeper), has openings for the screws 7 of the multi-part rail fastening.
  • the elastic intermediate plate 3 can be used without using the elastic intermediate layer 1 , even if the series connection is preferred.
  • the elastic intermediate plate 3 has three zones A and B , the central zone B having a different structure with respect to the system of knobs and depressions than the two structurally identical side zones A, but with an essentially mirror-symmetrical overall structure, namely in relation to the central planes X and Y running in the transverse direction of the rail and in the longitudinal direction of the rail.
  • the circumferential edge 9 is equipped with a total of four drainage channels 18 running in the transverse direction of the rails, which ensure that any water that has penetrated can drain off.
  • the edge 9 also includes a system of knobs and depressions. There are four knobs 10 within the central region of the central zone B , which are arranged separately from one another. In addition, the central zone B also has two web-shaped knobs 11 which are arranged in the region of the central plane Y running in the longitudinal direction of the rail and are each connected to the peripheral edge 9 .
  • the two side zones A each have a large base knob 12 which is arranged in the region of the central plane X running in the transverse direction of the rail and is connected to the circumferential edge 9 , each base knob being provided with an opening 16 for the screws of the rail fastening. Furthermore, each base knob is provided with two drainage channels 17 running in the longitudinal direction of the rail, specifically to form a two-part base knob 12a and 12b. A further knob 13 is arranged between the base knob and the peripheral edge, which knob is not connected to the edge and has its largest dimension in the transverse direction of the rail.
  • Fig. 3 now shows a modified elastic intermediate plate 3 ' . Thereafter, the active areas of the four central knobs 10 ' as well as the two web-shaped knobs 11' within the central zone B are made substantially smaller than in the context of the exemplary embodiment according to FIG. 2. At the same time, the non-active area of the depression 14 ' has increased significantly.
  • the base cone 12 ' provided with an opening 16' is provided here with a total of five drainage channels 17 ' , namely to form a five-part base cone 12' a, 12'b and 12'c.
  • the base knob and the peripheral edge 9 ' there are two knobs 13' which are arranged separately from one another.
  • a third knob 13 ' (dashed lines) may be present.
  • the knobs 13 ' within the side zone A each have an approximately equal active area, which in turn is approximately the same size as the active area of each knob 10' in the central zone B.
  • Fig. 5 now records measurement results (mean value from three measurements) of the elastic intermediate plate 3 ' according to FIG. 3, without the third knob 13' (dashed lines), the force [kN] on the ordinate and the force on the abscissa Path [mm] is plotted.
  • the static secant stiffness is now measured from the curve in the range of 15 kN (lower limit) and 50 kN (upper limit) and is 20.3 kN / mm.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Railway Tracks (AREA)
  • Road Paving Structures (AREA)
  • Moving Of Heads (AREA)
  • Insulated Conductors (AREA)
  • Seats For Vehicles (AREA)
  • Laminated Bodies (AREA)
EP98934818A 1997-06-18 1998-05-28 Schienenanordnung Expired - Lifetime EP0990071B1 (de)

Applications Claiming Priority (5)

Application Number Priority Date Filing Date Title
DE19725638 1997-06-18
DE19725638 1997-06-18
DE19744147 1997-10-07
DE19744147 1997-10-07
PCT/DE1998/001460 WO1998058125A1 (de) 1997-06-18 1998-05-28 Schienenanordnung

Publications (2)

Publication Number Publication Date
EP0990071A1 EP0990071A1 (de) 2000-04-05
EP0990071B1 true EP0990071B1 (de) 2003-05-02

Family

ID=26037516

Family Applications (1)

Application Number Title Priority Date Filing Date
EP98934818A Expired - Lifetime EP0990071B1 (de) 1997-06-18 1998-05-28 Schienenanordnung

Country Status (11)

Country Link
US (1) US6471139B1 (zh)
EP (1) EP0990071B1 (zh)
JP (1) JP2002504203A (zh)
KR (1) KR20010013239A (zh)
CN (1) CN1107767C (zh)
AT (1) ATE239138T1 (zh)
AU (1) AU739329B2 (zh)
DE (2) DE59808177D1 (zh)
ES (1) ES2197484T3 (zh)
HU (1) HUP0004092A3 (zh)
WO (1) WO1998058125A1 (zh)

Families Citing this family (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU1896701A (en) * 1999-11-18 2001-05-30 Young Gil Jang Support for supporting rail of railway
DE10048787B4 (de) * 2000-09-29 2020-05-07 Bwg Gmbh & Co. Kg Lagerung für einen Gleisabschnitt
KR100448847B1 (ko) * 2002-01-02 2004-09-18 (주)석탑엔지니어링 콘크리트 도상 직결매립식 분기부 레일 고정장치
US7374109B2 (en) * 2006-04-06 2008-05-20 Crown Plastics Company Rail cushion assembly
GB2453575B (en) * 2007-10-11 2011-11-30 Pandrol Ltd Railway rail paid
DE102008028093A1 (de) * 2008-06-13 2009-12-17 Wirthwein Ag Stützpunkt und Befestigung für Schienen auf einer Holzschwelle
DE202008012236U1 (de) 2008-07-09 2009-04-23 Vossloh-Werke Gmbh Winkelführungsplatte und System zum Befestigen einer Schiene
CA2809062A1 (en) * 2010-08-24 2012-03-01 Vossloh-Werke Gmbh System for fastening a rail and method for renovating a rail fastening point
EA025408B1 (ru) * 2013-01-14 2016-12-30 Гринрэйл С.Р.Л. Композитная железнодорожная шпала
WO2016094965A1 (en) * 2014-12-19 2016-06-23 Sys-Tek Engineering Pty Ltd Rail support system, components and method for control of noise and vibration from ballastless monorail or super narrow gauge railway track systems
CN105527166A (zh) * 2015-12-29 2016-04-27 北京交通大学 一种用于铁路扣件e型弹条受力状态测试的装置
DE102018117453A1 (de) * 2018-07-19 2020-01-23 Schwihag Ag Gleis- Und Weichentechnik Schienenbefestigungssystem
CN110004776A (zh) * 2019-04-09 2019-07-12 扬州华通橡塑有限公司 一种轨道交通用缓冲橡胶垫及其制备方法

Family Cites Families (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1792620A (en) * 1929-08-20 1931-02-17 Ralph J Wells Sleeper block for railway rails
US3351283A (en) * 1965-05-18 1967-11-07 Clouth Rhein Gummiwarenfabrik Sound-absorbent railway track
DE2717394C3 (de) * 1977-04-20 1980-10-16 Hoesch Werke Ag, 4600 Dortmund Höhen- und stufenlos seitenverstellbare federnde Schienenbefestigung
GB2024289B (en) * 1978-06-30 1983-03-30 Clouth Gummiwerke Ag Resilient rail support
US4254908A (en) * 1979-08-20 1981-03-10 Tokai Rubber Industries, Ltd. Tie-pad assembly
DE3575961D1 (de) * 1984-07-13 1990-03-15 Pandrol Ltd Schienenunterlagen.
DE3720381A1 (de) * 1987-06-19 1989-01-05 Vossloh Werke Gmbh Vorrichtung zur befestigung von eisenbahnschienen auf fester fahrbahn
GB2207693A (en) * 1987-08-06 1989-02-08 Costain Concrete Company Limit Concrete railway sleepers
OA09065A (en) * 1987-10-19 1991-10-31 Pandrol Ltd Fastening railway rails.
US5203502A (en) * 1989-06-09 1993-04-20 Mckay Australia Limited Ribbed elastomeric rail pad
EP0541884B1 (de) * 1991-11-15 1998-03-04 Allgemeine Baugesellschaft - A. Porr Aktiengesellschaft Gleisoberbau mit Zwischenplatte
DE4219472C2 (de) * 1992-06-13 2002-02-07 Hilti Ag Einrichtung zum Lagern von Schienen
FR2705108B1 (fr) * 1993-05-10 1995-08-04 Allevard Sa Dispositif de support et de calage d'un rail de chemin de fer.
AT404607B (de) * 1993-06-30 1999-01-25 Porr Allg Bauges Gleisoberbau mit schienen
WO1995022659A1 (de) * 1994-02-19 1995-08-24 Phoenix Aktiengesellschaft Verwendung einer kautschukmischung zur herstellung einer elastischen zwischenlage, insbesondere schienenunterlage

Also Published As

Publication number Publication date
AU739329B2 (en) 2001-10-11
ATE239138T1 (de) 2003-05-15
EP0990071A1 (de) 2000-04-05
HUP0004092A2 (hu) 2001-04-28
AU8431998A (en) 1999-01-04
HUP0004092A3 (en) 2001-05-28
CN1260850A (zh) 2000-07-19
KR20010013239A (ko) 2001-02-26
CN1107767C (zh) 2003-05-07
DE59808177D1 (de) 2003-06-05
DE19823812A1 (de) 1998-12-24
WO1998058125A1 (de) 1998-12-23
ES2197484T3 (es) 2004-01-01
JP2002504203A (ja) 2002-02-05
US6471139B1 (en) 2002-10-29

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