EP1902179A1 - Voie fixe dans un tunnel - Google Patents

Voie fixe dans un tunnel

Info

Publication number
EP1902179A1
EP1902179A1 EP06777440A EP06777440A EP1902179A1 EP 1902179 A1 EP1902179 A1 EP 1902179A1 EP 06777440 A EP06777440 A EP 06777440A EP 06777440 A EP06777440 A EP 06777440A EP 1902179 A1 EP1902179 A1 EP 1902179A1
Authority
EP
European Patent Office
Prior art keywords
plates
concrete part
concrete
paths
tunnel
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
EP06777440A
Other languages
German (de)
English (en)
Other versions
EP1902179B1 (fr
Inventor
Dieter Reichel
Erich Lindner
Stefan BÖGL
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.)
Max Boegl Bauunternehmung GmbH and Co KG
Original Assignee
Max Boegl Bauunternehmung GmbH and Co KG
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=36763155&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP1902179(A1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Max Boegl Bauunternehmung GmbH and Co KG filed Critical Max Boegl Bauunternehmung GmbH and Co KG
Publication of EP1902179A1 publication Critical patent/EP1902179A1/fr
Application granted granted Critical
Publication of EP1902179B1 publication Critical patent/EP1902179B1/fr
Revoked legal-status Critical Current
Anticipated expiration legal-status Critical

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
    • E01B2/00—General structure of permanent way
    • E01B2/003—Arrangement of tracks on bridges or in tunnels
    • 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
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C9/00—Special pavings; Pavings for special parts of roads or airfields

Definitions

  • the present invention relates to a slab track with a concrete part and fastening devices for fixing rails for rail vehicles, in particular high-speed trains, on the concrete part, wherein the slab track is laid in a tunnel with laterally arranged paths.
  • An escape route for a slab track is known for example from DE 195 44 666 C2. It is disclosed in an escape route, which allows emergency vehicles, with a track on next to the track running opportunities, eg. B. to drive a cable channel and the other lane on a guideway in track center.
  • prefabricated or in-situ concrete be placed or poured between the rails of the track, so as to create a mean lane.
  • either larger depressions are provided in addition to the rails or the rails protrude significantly higher in height beyond the infrastructure. Both options pose for a rescue vehicle is not a major obstacle.
  • the disadvantage here however, when people are in the tunnel on the driving and escape route that they fall into the wells or over the rails and thus the rescue can be hindered.
  • Object of the present invention is to provide a rescue and escape route, which has no obstacle for people in an unlit tunnel and thus the escape or rescue by auxiliaries is not hindered. However, it must be ensured that the Functionality of the track is maintained for both operation and maintenance for normal operation.
  • the concrete part and / or the plates of the rescue and escape route are made of precast concrete parts. This allows a fast laying of the slab track in the tunnel.
  • the rescue and escape route can be dismantled by lifting the precast slab of the rescue and escape route and disassembling the rail.
  • a particularly quickly produced and reliable slab track is obtained when the concrete part is a concrete plate extending over a plurality of fasteners.
  • On this concrete slab are a plurality of rail supports to which the rail is fastened by means of the fastening means.
  • the concrete slabs can be laid quickly and connected to each other, creating a continuous track for the rail vehicle.
  • the concrete part can also be a threshold.
  • Each threshold has two rail support points for fastening the two parallel rails.
  • a large number of sleepers are arranged one behind the other and are finally fixed with in-situ concrete.
  • the panels of the rescue and escape route are either placed on the sleepers or the concrete slab and optionally screwed or otherwise fixed in position. It is particularly advantageous if the plates are detachably fastened on the concrete part in order to provide the rescue for a repair. and to remove track plates quickly and, if necessary, to be able to use again after the repair of the rail.
  • the plates form a stepless surface with the two laterally arranged paths, a very wide accessible and drivable surface is created, which is essential for the safety of the tunnel operation.
  • Paragraphs between the plates and the paths are deliberately avoided in order to avoid falls of escaping persons as much as possible and to make the tunnel passable for conventional road vehicles of heavier design.
  • the entire tunnel width is harnessed to rescue vehicles and personnel as quickly as possible and can use without mutual disability.
  • the plates are made of noise protection material, then a reduction of driving noise in the tunnel is also effected.
  • the plates for the escape and escape route thereby have a further advantage, which makes their use also advantageous if only a low probability of an accident in the tunnel is assumed.
  • Figure 1 is a perspective view of the structure of a slab track according to the invention
  • Figure 2 shows a cross section through a tunnel of Figure 1 and
  • FIG 3 shows a cross section through a tunnel without a separate path.
  • FIG. 1 shows the perspective view of a section through a tunnel 1 with two slab tracks 2 according to the invention.
  • the two slab tracks 2 are laid in a trough 3 each on a support layer 4 as concrete slabs 5.
  • a plurality of concrete slabs 5 are arranged one behind the other and connected to each other and thus form a continuous strip, which is fixed for example with a bituminous layer on the support layer.
  • the concrete slabs 5 have a plurality of rail supports 6. On the rail supports 6 rails 7 are fixed with known fasteners 8.
  • paths 9 are arranged, which limit the trough 3.
  • the trough 3 is filled between the paths 9, the support layers 4 and the concrete slabs 5 with patches 10 made of concrete.
  • the remaining height between the patches 10 and the upper edge of the paths 9 and the upper edge of the rails 7 is finally designed with plates 11, which has a substantially flat surface within the Create tunnels 1.
  • the plates 11 have a plurality of inspection openings 12, which correspond to the fastening devices 8.
  • the inspection openings 12 are cuts on the edges of the plates 11, which are facing the rails 7.
  • FIG. 2 shows a cross section through a tunnel 1 according to FIG. 1. It can be seen from this illustration that the tops of the paths 9 together with the plates 11 and the rails 7 form a substantially flat surface. A fleeing person 13 can thus take advantage of the entire width of the tunnel 1 to find the best escape route without running the risk of falling over heels or into deep openings in the dark tunnel.
  • fixed lanes 2 are constructed so that the upper edges of the rails 7 correspond approximately to the upper edge of the paths 9.
  • the rescue and escape route does not have to run in one plane. Rather, it is essential that the navigability of emergency vehicles and easy accessibility by fleeing or rescuing persons is given even in the dark without risk of injury.
  • the plates 11 for height compensation of the upper edges of the paths 9 and the rails 7 are slightly oblique.
  • sleepers may also be provided which run transversely to the longitudinal extent of the rails 7 or along the longitudinal extent of the rails 7.
  • the concrete slabs 11 create a continuous surface with the paths 9.
  • the paths 9 may also be made of plates 11, as shown in FIG. They do not have to be integrated part of the tunnel 1. It is only important that they create a person 13 the ability to be located laterally next to a standing on the rails 7 or moving rail vehicle without being injured by the rail vehicle or hindered in the escape.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Lining And Supports For Tunnels (AREA)
  • Catching Or Destruction (AREA)
  • Facsimile Heads (AREA)
  • Hall/Mr Elements (AREA)
  • Road Paving Structures (AREA)
EP06777440A 2005-06-25 2006-06-23 Voie fixe dans un tunnel Revoked EP1902179B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102005029552A DE102005029552A1 (de) 2005-06-25 2005-06-25 Feste Fahrbahn im Tunnel
PCT/EP2006/063496 WO2007000416A1 (fr) 2005-06-25 2006-06-23 Voie fixe dans un tunnel

Publications (2)

Publication Number Publication Date
EP1902179A1 true EP1902179A1 (fr) 2008-03-26
EP1902179B1 EP1902179B1 (fr) 2010-04-14

Family

ID=36763155

Family Applications (1)

Application Number Title Priority Date Filing Date
EP06777440A Revoked EP1902179B1 (fr) 2005-06-25 2006-06-23 Voie fixe dans un tunnel

Country Status (4)

Country Link
EP (1) EP1902179B1 (fr)
AT (1) ATE464433T1 (fr)
DE (2) DE102005029552A1 (fr)
WO (1) WO2007000416A1 (fr)

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2119828A3 (fr) * 2008-05-14 2012-06-13 Risk Assessment International DI. Dr. A. Vogel GmbH Système de recouvrement de voie et machine de démontage et de décalage d'un système de recouvrement de voie
DE102010030275A1 (de) 2009-06-19 2011-03-10 Ed. Züblin Ag Vorrichtung zur Ermöglichung der Befahrbarkeit von Festen Fahrbahnen in Eisenbahntunneln mit gummibereiften Rettungsfahrzeugen
CH701644B1 (de) * 2009-08-06 2013-09-30 Sonneville Ag Feste Fahrbahn für Schienenfahrzeuge.
DE102009026359B3 (de) * 2009-08-10 2011-04-07 Rte Technologie Gmbh Feste Fahrbahn für schienengebundene Fahrzeuge
DE202010012712U1 (de) * 2010-09-17 2010-11-25 Rail.One Gmbh Feste Fahrbahn für Schienenfahrzeuge mit einem Rettungsweg
FR2993582B1 (fr) * 2012-07-17 2015-04-10 Regie Autonome Transports Procede de pose d'une voie comportant un support avec du beton
FI125166B (en) 2013-04-08 2015-06-30 Outotec Oyj PROCEDURES AND ARRANGEMENTS FOR FEEDING RAW MATERIAL FROM A RAW MATERIAL CONTAINER INTO A OVEN OVEN SPACE

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3827547C2 (de) * 1988-08-13 2000-09-21 Zueblin Ag Schallabsorptionskonstruktion für schotterlose Eisenbahnoberbauten
DE19544666C2 (de) * 1995-11-30 2000-11-23 Wayss & Freytag Ag Rettungsweg für Feste Fahrbahnen
DE19620731A1 (de) * 1996-05-23 1997-11-27 Strabag Hoch Und Ingenieurbau Feste Fahrbahn für schienengebundene Fahrzeuge auf Brücken und Verfahren zu ihrer Herstellung
DE19931048A1 (de) * 1999-07-06 2001-02-01 Bahnbau Wels Gmbh Wels Gleis für schienengebundene Fahrzeuge sowie Schallschutzelement hierfür
DE10004626C2 (de) * 2000-02-03 2003-11-27 Walter Heilit Verkehrswegebau Verfahren zur Herstellung einer Entgleisungsschutzanordnung bei einer Schienenfahrbahn, eine Entgleisungsschutzanordnung umfassende Schienenfahrbahn und Entgleisungsschutzanordnung
DE102004008357B4 (de) * 2004-02-20 2016-09-01 Heilit + Woerner Bau Gmbh Schienenfahrbahn

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO2007000416A1 *

Also Published As

Publication number Publication date
WO2007000416A1 (fr) 2007-01-04
DE102005029552A1 (de) 2007-01-04
EP1902179B1 (fr) 2010-04-14
DE502006006718D1 (de) 2010-05-27
ATE464433T1 (de) 2010-04-15

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