EP1621671B1 - Système modulaire de support provisoire de voies ferrées - Google Patents

Système modulaire de support provisoire de voies ferrées Download PDF

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Publication number
EP1621671B1
EP1621671B1 EP05380135A EP05380135A EP1621671B1 EP 1621671 B1 EP1621671 B1 EP 1621671B1 EP 05380135 A EP05380135 A EP 05380135A EP 05380135 A EP05380135 A EP 05380135A EP 1621671 B1 EP1621671 B1 EP 1621671B1
Authority
EP
European Patent Office
Prior art keywords
loadbearing
railway track
track rails
crossbeams
modular
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 - Fee Related
Application number
EP05380135A
Other languages
German (de)
English (en)
Other versions
EP1621671A2 (fr
EP1621671A3 (fr
Inventor
Andrés José Ruiz Viedma
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.)
Atros Espana SA
Original Assignee
Atros Espana SA
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
Priority to ES200401870A priority Critical patent/ES2261024B1/es
Application filed by Atros Espana SA filed Critical Atros Espana SA
Publication of EP1621671A2 publication Critical patent/EP1621671A2/fr
Publication of EP1621671A3 publication Critical patent/EP1621671A3/fr
Application granted granted Critical
Publication of EP1621671B1 publication Critical patent/EP1621671B1/fr
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/005Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries by forcing prefabricated elements through the ground, e.g. by pushing lining from an access pit
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B1/00Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2/00General structure of permanent way
    • E01B2/003Arrangement of tracks on bridges or in tunnels
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B37/00Making, maintaining, renewing, or taking-up the ballastway or the track, not provided for in a single one of groups E01B27/00 - E01B35/00
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2/00General structure of permanent way

Claims (4)

  1. Système modulaire de haute sécurité pour supporter provisoirement des voies de chemin de fer opérantes pendant les travaux sous voie, ledit système modulaire étant du type consistant en une pluralité de rails (VA) parallèles à la voie ferrée et inférieurement connectés aux rails (V1/V2) de la voie ferrée par un tronçon de rail ou membre transversal de support de charge (VC), ledit ensemble formé par les rails et le membre transversal de support de charge étant solidarisé au moyen de brides ; ledit système modulaire étant caractérisé en ce qu'il comprend une pluralité de traverses de support de charge (VC) étant disposées en agencement inférieur et transversal par rapport aux rails (V1, V2) de la voie ferrée, lesdites traverses de support de charge étant parallèles aux longrines (T) et agencées à leur même niveau, et une pluralité de paires de poutres d'étayage (VA, VA) longitudinales étant disposées en agencement parallèle par rapport aux rails (V1, V2) de la voie ferrée en au moins la zone moyenne entre eux et à leurs côtés, lesdites poutres d'étayage s'appuyant sur la pluralité de traverses de support de charge (VC) et étant solidaires d'elles, ladite pluralité de traverses de support de charge étant munie de moyens (1, 4) pour fixer les plaques d'assise (2) pour les rails (V1, V2) de la voie ferrée, la pluralité de traverses de support de charge (VC) et le nombre de paires de poutres d'étayage (VA, VA) étant unies entre elles au moyen de noix en acier (JN) étant rabattables pour faciliter les opérations d'assemblage et démontage, lesdites noix étant munies de trous percés (9a, 9b) mutuellement orthogonaux et aptes à recevoir respectifs boulons (B', B) pour l'union mutuelle des traverses de support de charge (VC) et des poutres d'étayage (VA), l'ensemble étant formé par ladite pluralité de traverses de support de charge (VC) étant disposées en agencement transversal par rapport aux rails (V1, V2) de la voie ferrée et par les poutres d'étayage (VA, VA) longitudinales formant un treillis étant capable de supporter les rails (V1, V2) de la voie ferrée et transmettant les charges du chemin de fer au sol et/ou à des supports intermédiaires.
  2. Système modulaire, d'après la revendication 1, caractérisé en ce que les traverses de support de charge (VC) supportant et fixant les rails (V1, V2) de la voie ferrée présentent une section asymétrique en double T et sont formées par deux profilés asymétriques en double T ayant une aile inférieure commune, lesdites traverses de support de charge étant munies de fentes (1) s'étendant à travers de l'aile supérieure pour fixer les plaques d'assise (2) pour les rails (V1, V2) de la voie ferrée au moyen d'éléments de fixation (4), de trous percés (5) s'étendant à travers de l'âme pour recevoir le boulon inférieur (B') s'étendant à travers des noix de support (JN), d'éléments de renfort (6) étant agencés sur l'âme dans la zone ayant les trous percés (5) pour abosorber les efforts, et d'un logement (8) pour les noix de support (JN) dans la position rabattue en bas à fin de faciliter l'introduction de la traverse de support de charge (VC) dès dessous les rails (V1, V2) de la voie ferrée.
  3. Système modulaire, d'après les revendications 1 et 2, caractérisé en ce que les poutres d'étayage longitudinal (VA, VA) consistent en des profilés étant disposés par paires et en agencement parallèle par rapport aux rails (V1, V2) de la voie, lesdites poutres d'étayage consistant donc en trois paires de profilés étant situées dans la zone moyenne et aux deux côtés des rails (V1, V2) de la voie ferrée, lesdits profilés étant munis de trous percés s'étendant à travers de l'âme dans chaque paire de profilés pour recevoir les boulons (B) transmettant les efforts entre les noix de support (JN) et les poutres (VC/VA).
  4. Système modulaire, d'après les revendications 1, 2 et 3, carctérisé en ce que les noix de support (JN) sont des éléments parallélépipédiques ayant une base carrée et étant munis de deux trous percés mutuellement orthogonaux (9a, 9b) pour recevoir les boulons de connexion (B, B'), et d'un onglet supérieur (10) pour aligner correctement les ailes des poutres d'étayage (VA).
EP05380135A 2004-07-29 2005-06-23 Système modulaire de support provisoire de voies ferrées Expired - Fee Related EP1621671B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
ES200401870A ES2261024B1 (es) 2004-07-29 2004-07-29 Sistema modular de alta seguridad para soporte provisional de vias ferreas en circulacion durante los trabajos bajo via.

Publications (3)

Publication Number Publication Date
EP1621671A2 EP1621671A2 (fr) 2006-02-01
EP1621671A3 EP1621671A3 (fr) 2006-05-24
EP1621671B1 true EP1621671B1 (fr) 2008-03-19

Family

ID=35197812

Family Applications (1)

Application Number Title Priority Date Filing Date
EP05380135A Expired - Fee Related EP1621671B1 (fr) 2004-07-29 2005-06-23 Système modulaire de support provisoire de voies ferrées

Country Status (5)

Country Link
EP (1) EP1621671B1 (fr)
AT (1) AT389748T (fr)
DE (1) DE602005005398T2 (fr)
ES (2) ES2261024B1 (fr)
PT (1) PT1621671E (fr)

Families Citing this family (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
PT2282007E (pt) 2006-05-29 2014-09-29 Petrucco S A Disposição de suporte
ES2361288B1 (es) * 2006-07-13 2012-02-13 Obras, Proyectos, Ecologia Y Medio Ambiente, S.L. (Opema) Puente móvil para su sustentación o apeo de vías de ferrocarril.
ES2370711B1 (es) * 2008-02-26 2012-10-30 Obras Y Proyectos, Ecología Y Medio Ambiente S.L. (Opema) Nuevo apeo de vía para cualquier ancho de ésta.
ITUD20080177A1 (it) * 2008-07-28 2010-01-29 Natisone Lavori S R L Ponte provvisorio per la realizzazione di sottopassi, e relativo procedimento di installazione
ES2661218T3 (es) * 2010-10-20 2018-03-28 Petrucco S.A. Estructura de sustentación
CN102505585B (zh) * 2011-12-07 2013-12-11 山西四建集团有限公司 火箭撬施工工艺
FR3000113B1 (fr) * 2012-12-21 2016-05-06 Soc Nat Des Chemins De Fer Francais Sncf Structure de support d'une portion de voie ferree.
FR3002955B1 (fr) * 2013-03-07 2016-09-09 Soc Nat Des Chemins De Fer Francais Sncf Raidisseur pour voie ferree et procede de fabrication d'un tel raidisseur
EP3741957A1 (fr) * 2018-01-17 2020-11-25 Petrucco S.A. Structure sustentatrice modulaire

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
IT1234182B (it) * 1989-03-03 1992-05-05 Casagrande Spa Processo di scavo dell'arco rovescio in gallerie esistenti e apparecchiatura adottante tale processo.
IT1255694B (it) * 1992-09-29 1995-11-10 Struttura provvisoria per il sostegno di binari ferroviari
JP2909814B2 (ja) * 1997-09-04 1999-06-23 川崎重工業株式会社 鉄道橋の更新方法
ES2151364B1 (es) * 1997-10-27 2001-06-16 Alicantina De Construcciones I Apeo de via ferrea para ejecucion de pasos inferiores.
DE10022311B4 (de) * 1999-05-22 2010-01-28 Ed. Züblin Ag Vorrichtung zur Herstellung Fester Fahrbahnen
DE10033272A1 (de) * 2000-07-10 2002-02-14 Moelders Baugmbh Gleisoberbau und Verfahren zu seiner Herstellung

Also Published As

Publication number Publication date
ES2261024A1 (es) 2006-11-01
ES2302159T3 (es) 2008-07-01
DE602005005398T2 (de) 2009-04-23
EP1621671A3 (fr) 2006-05-24
EP1621671A2 (fr) 2006-02-01
DE602005005398D1 (de) 2008-04-30
PT1621671E (pt) 2008-05-07
AT389748T (de) 2008-04-15
ES2261024B1 (es) 2007-09-16

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