ES1040982U - Calzada fija para el trafico por ferrocarril. - Google Patents

Calzada fija para el trafico por ferrocarril.

Info

Publication number
ES1040982U
ES1040982U ES09802037U ES9802037U ES1040982U ES 1040982 U ES1040982 U ES 1040982U ES 09802037 U ES09802037 U ES 09802037U ES 9802037 U ES9802037 U ES 9802037U ES 1040982 U ES1040982 U ES 1040982U
Authority
ES
Spain
Prior art keywords
hgt
support
travies
layer
translation
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.)
Granted
Application number
ES09802037U
Other languages
English (en)
Other versions
ES1040982Y (es
Inventor
Frithof Schimpff
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.)
Wayss and Freytag AG
Original Assignee
Wayss and Freytag 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 Wayss and Freytag AG filed Critical Wayss and Freytag AG
Publication of ES1040982U publication Critical patent/ES1040982U/es
Application granted granted Critical
Publication of ES1040982Y publication Critical patent/ES1040982Y/es
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B29/00—Laying, rebuilding, or taking-up tracks; Tools or machines therefor
    • E01B29/005—Making of concrete parts of the track in situ
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B1/00—Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
    • E01B1/002—Ballastless track, e.g. concrete slab trackway, or with asphalt layers
    • E01B1/004—Ballastless track, e.g. concrete slab trackway, or with asphalt layers with prefabricated elements embedded in fresh concrete or asphalt
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2204/00—Characteristics of the track and its foundations
    • E01B2204/06—Height or lateral adjustment means or positioning means for slabs, sleepers or rails
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2204/00—Characteristics of the track and its foundations
    • E01B2204/13—Dowels for slabs, sleepers or rail-fixings

Landscapes

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

Abstract

1. CALZADA FIJA, QUE PRESENTA UNA CAPA DE SOPORTE, UN TRAMO DE VIA DESPLAZADO SOBRE LA CAPA DE SOPORTE DE MANERA EXACTA EN ALTURA Y EN POSICION, CONSTITUIDO POR CARRILES Y TRAVIESAS ASI COMO UNA COLADA DE HORMIGON MEZCLADO A PIE DE OBRA SOBRE LA CAPA DE SOPORTE HASTA UNA ALTURA PREDETERMINADA POR ENCIMA DE LA SOLERA DE LAS TRAVIESAS, CARACTERIZADA PORQUE, - LA CAPA DE MONTAJE Y DE SOPORTE ES LA HGT (1), - SE HAN DISPUESTO SOBRE LA HGT (1), TIRAS DE AJUSTE (9) A UNA DISTANCIA PREDETERMINADA CON UN LIMITE DE CARGA DE AL MENOS 25 KP/CM{SUP,2 , - LAS TRAVIESAS (3) DEL TRAMO DE VIA (2) PRESENTAN ESTRIBOS (6) ASI COMO HIERROS DE ANCLAJE (7) SOBRE SU SUPERFICIE DE SOLERA, - LOS PIES DE APOYO (8), SITUADOS A UNA CIERTA DISTANCIA DE LAS TIRAS DE AJUSTE (9), QUE SUJETAN EL TRAMO DE VIA (2) A LA ALTURA TEORICA, PRESENTAN UNA SECCION TRANSVERSAL DE APROXIMADAMENTE 600 CM{SUP,2 , - POR ENCIMA DE LOS HIERROS DE ANCLAJE (7) SE HAN TENIDO HIERROS DE ARMAZON (13) EN LA DIRECCION LONGITUDINAL DE LA VIA, - SEHA COLADO, POR ENCIMA DE LA HGT (1), CON HORMIGON MEZCLADO A PIE DE OBRA (14), EL ESPACIO SITUADO POR ENCIMA DE LA HGT, ENTRE UN ENCOFRADO TEMPORAL (11), DISPUESTO APROXIMADAMENTE EN EL PLANO DE LA SUPERFICIE FRONTAL DE LAS TRAVIESAS, QUE CIERRA HERMETICAMENTE POR LA PARTE INFERIOR CON EL BORDE SUPERIOR DE LA HGT Y QUE SE ELEVA POR LA PARTE SUPERIOR APROXIMADAMENTE 12 CM POR ENCIMA DE LA SOLERA DE LAS TRAVIESAS.
ES9802037U 1997-09-18 1998-07-29 Calzada fija para el trafico por ferrocarril. Expired - Fee Related ES1040982Y (es)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE1997141059 DE19741059C1 (de) 1997-09-18 1997-09-18 Verfahren zur Herstellung einer Festen Fahrbahn für schienengebundenen Verkehr, sowie eine Feste Fahrbahn zur Durchführung des Verfahrens

Publications (2)

Publication Number Publication Date
ES1040982U true ES1040982U (es) 1999-06-01
ES1040982Y ES1040982Y (es) 1999-11-01

Family

ID=7842742

Family Applications (1)

Application Number Title Priority Date Filing Date
ES9802037U Expired - Fee Related ES1040982Y (es) 1997-09-18 1998-07-29 Calzada fija para el trafico por ferrocarril.

Country Status (2)

Country Link
DE (1) DE19741059C1 (es)
ES (1) ES1040982Y (es)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19837950C5 (de) * 1997-09-18 2012-03-15 Rail.One Gmbh Verfahren zur Herstellung einer Festen Fahrbahn für schienengebundenen Verkehr und Vorrichtung zur Durchführung des Verfahrens
DE19837360C2 (de) * 1998-08-18 2002-02-21 Pfleiderer Infrastrukturt Gmbh Einbauverfahren für eine feste Schienenfahrbahn
DE10004346C2 (de) * 1999-01-27 2001-11-29 Betonwerk Rethwisch Gmbh Troglose Feste Fahrbahn, Verfahren und Schwellen dafür
DE19937538A1 (de) * 1999-08-09 2001-02-15 Gsg Knape Gleissanierung Gmbh Verfahren zur Herstellung einer Fahrbahn für Schienenfahrzeuge
DE10018112A1 (de) * 2000-04-12 2001-10-25 Zueblin Ag Verfahren zur Herstellung einer schwingungsgedämpften festen Fahrbahn auf Tunneln, Brücken oder in Trögen
EP1415057A2 (de) 2001-07-20 2004-05-06 RWP Entwicklungs GmbH Gebäude und bauverfahren
DE102005057647A1 (de) * 2005-12-01 2007-06-06 Bwg Gmbh & Co. Kg Betonschwelle
DE102007025034A1 (de) 2007-05-29 2008-12-04 Bwg Gmbh & Co. Kg Betonschwelle

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4313105A1 (de) * 1993-04-22 1994-11-03 Walter Bau Ag Verfahren zum Herstellen eines schotterlosen Gleisoberbaus und ein nach dem Verfahren hergestellter Gleisoberbau
DE4326935C1 (de) * 1993-08-11 1994-08-18 Walter Bau Ag Verfahren zum Herstellen eines schotterlosen Gleisoberbaus und Schwelle zur Durchführung des Verfahrens
DE4430769C2 (de) * 1994-08-30 2001-05-03 Dyckerhoff & Widmann Ag Eisenbahnoberbau mit einem auf einer durchgehenden Tragplatte aus Stahlbeton aufgelagerten Gleisrost
DE19508107C1 (de) * 1995-03-08 1996-11-14 Pfleiderer Verkehrstechnik Verfahren und Vorrichtung zum Aufbau einer festen Schienenfahrbahn

Also Published As

Publication number Publication date
DE19741059C1 (de) 1999-05-06
ES1040982Y (es) 1999-11-01

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Legal Events

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FD1K Utility model lapsed

Effective date: 20080730