ES2114884T3 - VIA SUPERSTRUCTURE WITH INTERLOCK. - Google Patents

VIA SUPERSTRUCTURE WITH INTERLOCK.

Info

Publication number
ES2114884T3
ES2114884T3 ES91890281T ES91890281T ES2114884T3 ES 2114884 T3 ES2114884 T3 ES 2114884T3 ES 91890281 T ES91890281 T ES 91890281T ES 91890281 T ES91890281 T ES 91890281T ES 2114884 T3 ES2114884 T3 ES 2114884T3
Authority
ES
Spain
Prior art keywords
rails
plate
feet
deformability
support plates
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
ES91890281T
Other languages
Spanish (es)
Inventor
Heinrich Salzmann
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.)
Allgemeine Baugesellschaft A Porr AG
Original Assignee
Allgemeine Baugesellschaft A Porr 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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=8209054&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=ES2114884(T3) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Allgemeine Baugesellschaft A Porr AG filed Critical Allgemeine Baugesellschaft A Porr AG
Application granted granted Critical
Publication of ES2114884T3 publication Critical patent/ES2114884T3/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

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
    • E01B9/685Pads 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
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B19/00Protection of permanent way against development of dust or against the effect of wind, sun, frost, or corrosion; Means to reduce development of noise

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Railway Tracks (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Road Paving Structures (AREA)

Abstract

SUPERESTRUCTURA DE VIA CON CARRILES (1) PARA VEHICULOS, DONDE LOS CARRILES DESMONTABLES CON LOS MEDIOS DE SUJECION, POR EJEMPLO POR MEDIO DE TORNILLO (9) Y PINZAS (8) DE AGARRE, CON PLACAS (7) SOPORTE, POR EJEMPLO PLACAS DE SOPORTE DE HORMIGON, TRAVIESAS DE ACERO, TRAVIESAS DE HORMIGON PRETENSADO, QUE SIRVEN PARA SU UNION CON LOS CARRILES, Y ENTRE LOS PIES (3) DE LOS CARRILES Y LA PLACA (7) SOPORTE SE HA PREVISTO AL MENOS DE UNA PLACA (9) INTERMEDIA PARALELA DE FORMA ESPECIAL PRECONFORMADA EN FORMA DE GOMA ELASTICA, QUE SE EXTIENDE EVENTUALMENTE HASTA LOS TORNILLOS (9) CON LO QUE LA PLACA (6) INTERMEDIA EN UNA FORMA ESENCIALMENTE PARALELA A LA DIRECCION LONGITUDINAL DEL CARRIL PRESENTA ZONAS (14,15,21,22) CON UNA DEFORMABILIDAD ELASTICA DE GOMA DIFERENTE, DONDE UNA ZONA (14,21) CENTRAL QUE AL MENOS CUBRE LA PROYECCION NORMAL DE LA CABEZA (2) DEL RAIL, ESPECIALMENTE LOS PIES (3) DEL RAIL, DISPONE DE UNA DEFORMABILIDAD ELASTICA DE GOMA MAYOR QUE EN LA ZONA (15,22) EXTERIOR CONECTABLE.TRACK SUPERSTRUCTURE WITH RAILS (1) FOR VEHICLES, WHERE THE REMOVABLE RAILS WITH THE SECURING MEANS, FOR EXAMPLE BY MEANS OF SCREW (9) AND GRIPPERS (8), WITH SUPPORT PLATES (7), FOR EXAMPLE OF SUPPORT PLATES CONCRETE, STEEL CROSSBARS, PRE-STRESSED CONCRETE CROSSBARS, WHICH SERVE FOR THEIR UNION WITH THE RAILS, AND BETWEEN THE FEET (3) OF THE RAILS AND THE PLATE (7) SUPPORT HAS BEEN PROVIDED FOR AT LEAST ONE PLATE (9) INTERMEDIATE PARALLEL IN A SPECIAL FORM PRE-CONFORMED IN THE FORM OF ELASTIC RUBBER, WHICH EVENTUALLY EXTENDS TO THE SCREWS (9) WHICH IS WHICH THE PLATE (6) INTERMEDIATES IN A FORM ESSENTIALLY PARALLEL TO THE LONGITUDINAL DIRECTION OF THE LANE, 1,25 (14,15) 22) WITH A DIFFERENT ELASTIC RUBBER DEFORMABILITY, WHERE A CENTRAL AREA (14,21) THAT AT LEAST COVERS THE NORMAL PROJECTION OF THE RAIL HEAD (2), ESPECIALLY THE RAIL'S FEET (3), HAS AN ELASTIC DEFORMABILITY OF RUBBER LARGER THAN IN THE AREA (15,22) EXTERIOR CONNECTABLE.

ES91890281T 1991-11-15 1991-11-15 VIA SUPERSTRUCTURE WITH INTERLOCK. Expired - Lifetime ES2114884T3 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP19910890281 EP0541884B1 (en) 1991-11-15 1991-11-15 Permanent way with intermediate pad

Publications (1)

Publication Number Publication Date
ES2114884T3 true ES2114884T3 (en) 1998-06-16

Family

ID=8209054

Family Applications (1)

Application Number Title Priority Date Filing Date
ES91890281T Expired - Lifetime ES2114884T3 (en) 1991-11-15 1991-11-15 VIA SUPERSTRUCTURE WITH INTERLOCK.

Country Status (3)

Country Link
EP (1) EP0541884B1 (en)
DE (1) DE59108944D1 (en)
ES (1) ES2114884T3 (en)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT404607B (en) * 1993-06-30 1999-01-25 Porr Allg Bauges Track construction with rails
JPH08509533A (en) * 1994-02-19 1996-10-08 フェニックス アクチエンゲゼルシャフト Use of mixed rubber for manufacturing elastic interlayers, especially rail underlays
US5551632A (en) * 1994-11-02 1996-09-03 Illinois Tool Works Inc. Elastomeric pad between railroad rail and railroad tie
US5549245A (en) * 1994-11-02 1996-08-27 Illinois Tool Works Inc. Composite pad useful between railroad rail and railroad tie
EP0710743A1 (en) * 1994-11-02 1996-05-08 Illinois Tool Works Inc. Railroad track, railroad tie and pad for it
US5551633A (en) * 1994-11-02 1996-09-03 Illinois Tool Works, Inc. Elastomeric pad between railroad rail and railroad tie
FR2741639B1 (en) * 1995-11-27 1998-01-02 Guillaumin Jean Claude VARIABLE THICKNESS RAIL SOLE
KR20010013239A (en) 1997-06-18 2001-02-26 푀닉스 악티엔게젤샤프트 Rail arrangement

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1506535B2 (en) * 1967-05-31 1977-03-17 Phoenix Gummiwerke Ag, 2100 Hamburg ELASTIC BASE FOR CRANEWAY RAILS
FR2086643A5 (en) * 1970-04-03 1971-12-31 Sonneville Roger
GB1554160A (en) * 1975-06-27 1979-10-17 Saunders Reeve Eng Ltd Railway track construction and pad therefor
GB2051187B (en) * 1979-06-13 1983-05-18 Tokai Rubber Ind Ltd Composite rail pad
CA1250264A (en) * 1983-12-13 1989-02-21 Hartley F. Young Rail insulation pads
CA1250557A (en) * 1983-12-13 1989-02-28 Hartley F. Young Rail insulation pads
DE3611017A1 (en) * 1985-04-03 1987-10-01 Salzgitter Peine Stahlwerke Resilient supporting part for Y-steel sleepers
AT387249B (en) * 1985-07-02 1988-12-27 Semperit Ag Elastomeric intermediate plate

Also Published As

Publication number Publication date
EP0541884B1 (en) 1998-03-04
EP0541884A1 (en) 1993-05-19
DE59108944D1 (en) 1998-04-09

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