EP1848859B1 - Travée en u pour voie ferrée - Google Patents

Travée en u pour voie ferrée Download PDF

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Publication number
EP1848859B1
EP1848859B1 EP06709306.2A EP06709306A EP1848859B1 EP 1848859 B1 EP1848859 B1 EP 1848859B1 EP 06709306 A EP06709306 A EP 06709306A EP 1848859 B1 EP1848859 B1 EP 1848859B1
Authority
EP
European Patent Office
Prior art keywords
shaped structure
sleeper
fact
accordance
rolling stock
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.)
Not-in-force
Application number
EP06709306.2A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP1848859A2 (fr
Inventor
Daniel Dutoit
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.)
Systra SA
Original Assignee
Systra 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 claimed from FR0501598A external-priority patent/FR2882070B1/fr
Priority claimed from FR0501709A external-priority patent/FR2882375B1/fr
Application filed by Systra SA filed Critical Systra SA
Priority to PL06709306T priority Critical patent/PL1848859T3/pl
Publication of EP1848859A2 publication Critical patent/EP1848859A2/fr
Application granted granted Critical
Publication of EP1848859B1 publication Critical patent/EP1848859B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D2/00—Bridges characterised by the cross-section of their bearing spanning structure
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B25/00—Tracks for special kinds of railways
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D2101/00—Material constitution of bridges
    • E01D2101/20—Concrete, stone or stone-like material
    • E01D2101/24—Concrete
    • E01D2101/26—Concrete reinforced
    • E01D2101/28—Concrete reinforced prestressed
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D2101/00—Material constitution of bridges
    • E01D2101/20—Concrete, stone or stone-like material
    • E01D2101/24—Concrete
    • E01D2101/26—Concrete reinforced
    • E01D2101/28—Concrete reinforced prestressed
    • E01D2101/285—Composite prestressed concrete-metal

Definitions

  • the present invention relates to a span for a railway, whether the rolling stock is on a tire or rail.
  • the term "railroad” is not only a railroad as such, that is to say a track with carrier rails on which rolling stock rolls, but also a track with a running track. , that is to say a track for rolling stock with pneumatic wheels, of the metro type on a tire.
  • Such a span of the type formed by a U-shaped structure defining a portion of trajectory of the rolling stock is known, the U-shaped structure comprising a slab supporting the railway track and two substantially vertical side walls.
  • the trajectory of the railway is defined by the assembly of the various U-shaped structures. Some of these U-shaped concrete structures were prefabricated off-site, and their assembly considerably facilitates the construction of the railway. However, the prefabricated U-shaped structures only make it possible to simplify the construction of the shell.
  • CA 2349315A describes a span with the features of the preamble of claim 1.
  • the present invention aims to achieve a span comprising a U-shaped structure of the aforementioned type and for simplifying the integration of additional finishing elements for the circulation of rolling stock.
  • the span for railway comprises the features of claim 1.
  • a railway for rolling stock 1 is delimited by an assembly of several bays 2 arranged along each other.
  • Each span 2 has a structure 3,3a which defines a portion of the path of the railway.
  • Each structure 3, 3a is U-shaped and comprises a substantially horizontal slab 4 supporting the railway track, and two substantially vertical side walls 5 laterally flanking the railway track.
  • the U-shaped structure 3,3a is a prefabricated, one-piece structure made of reinforced concrete that can be prestressed.
  • each span 2 is carrier and each U-shaped structure 3,3a is a self-supporting structure, which means that it is not supported by another element, such as an intermediate caisson, and therefore, in the case of an overhead railway, each U-shaped structure 3,3a is carried directly by the piles of the corresponding viaduct, and extends from one stack to the other. other.
  • Each bay 2 also includes additional elements 6 for the circulation of the rolling stock 1 on the railway.
  • These additional elements 6, 9, 10, 11, 14 comprise at least one running track 6 which is adapted to support the rolling stock 1.
  • the running track 6 forms the track on which these roll directly
  • the rolling stock 1 has metal wheels 8 rolling on carrier rails 9, the Runway 6 is a sole 6 on which are directly attached the carrier rails 9 (which are then part of the additional elements 6,9,10,11,14).
  • the additional elements 6, 9, 10, 11, 14 may also comprise at least one side rail 10, 11, 14 disposed laterally to the corresponding railroad track, within the space defined by the U. formed by the structure in U 3,3a.
  • the span 2 comprises an electric power lateral rail 10 and a current return lateral rail 11, these two lateral rails 10, 11 allowing the power supply of the rolling stock 1 which comprises contact pads 12, 13 adapted to rub against these rails 10,11 so as to establish the electrical connection.
  • the rolling stock 1 being on a tire 7, the span 2 also comprises a lateral guide rail 14, the rolling stock 1 comprising guide wheels 15 whose axis of rotation is vertical and which roll against this rail 14 to ensure the transverse guidance of the rolling stock 1.
  • the span 2 comprises a side rail of electrical current arrival 10 cooperating with contact pads 12 adapted to rub against this rail 10, and rolling stock 1 having metal wheels 8 rolling on carrier rails 9, the latter are used as current return rails.
  • At least one of the additional elements 6, 9, 10, 11, 14 which makes it possible to support, guide and / or supply the rolling stock 1 is integrated directly into the structure 3, 3a, without no additional device for dimensional and geometric adjustment and span 2.
  • a railway is associated with a set of three lateral rails 10, 11, 14.
  • a railway is associated with only one lateral rail 10.
  • the side rails 10, 11, 14 are carried directly by the side walls 5 of the U-shaped structure 3,3a.
  • the U-shaped structure 3,3a is dimensioned accordingly so that each lateral wall 5 carrying a lateral rail 10,11,14 supports not only the vertical forces generated by the rolling stock 1, but also the transverse forces that the material 1 generates and transmits to the side rail 10,11,14.
  • the U-shaped structure 3,3a is dimensioned so that each side wall 5 supports the transverse forces due, on the one hand, to the friction of the contact pads. 12,13 on the electrical supply rails 10,11, and, secondly, transverse thrusts exerted by the guide wheels 15 on the rail of the guide 14, in particular in the curved portions of the railway.
  • fasteners 16 allow the fixing of the rails 9, 10, 11, 14 to the walls 4,5.
  • These fasteners 16 comprise a part which is an integral part of the U-shaped structure 3,3a (of the side wall 5 or the slab 4).
  • the fasteners may comprise threaded rods cooperating with bolts for clamping the rail to its support.
  • either the threaded rod is the part of the fastener integral with the U-shaped structure 3,3a (the rod being previously arranged in the mold of the U-shaped structure 3,3a)
  • either a threaded rod receiving orifice is an integral part of the U-shaped structure 3,3a (the orifice which is considered to be part of the fastening members 16, is made during the manufacture of the U-shaped structure ).
  • the fastening members 16 associated with the lateral rails 10, 11, 14 comprise a support 17 which is fixed directly to the side wall 5 and which supports the set of lateral rails 10, 11, 14 associated with the railroad (in FIG. occurrence, three).
  • the insulators are considered to be part of the fasteners 16.
  • the side walls 5 are shaped so that their upper end 18 substantially reaches the level of the floor of the rolling stock 1 so as to form, for example, the edge of a platform of a station.
  • the upper end 18 extends transversely slightly towards the inside of the U of the U-shaped structure 3, 3a so as to get as close as possible to the steps of the rolling stock 1.
  • each U-shaped structure 3 is associated with a single railway line, and two identical U-shaped structures 3 are arranged next to each other, a central access platform 1 of the rolling stock 1 traveling on the two railway tracks being formed by the junction of the upper ends 17 of the two adjacent sidewalls 5 of each U-shaped structure 3.
  • the set of three lateral rails 10, 11, 14 associated with each railroad is present on each side of each track, and to those illustrated in FIG. figure 5 the side rail 10 is present on each side of each track. Therefore, each side wall 5 of each U-shaped structure 3 carries all of the side rails 10,11,14 associated with the corresponding railway.
  • each side wall 5 of the U-shaped structure 3a carries all of the lateral rails 10, 11, 14 associated with the outer side of the railway.
  • a central support 19 fixed to the carrier slab 4 between the two railroad tracks carries all of the side rails 10,11,14 associated with the inner side of the two railroad tracks.
  • the running track 6 is an integral part of the carrier slab 4 and is therefore manufactured at the same time as this one (and therefore at the same time as the U-shaped structure 3, 3a ).
  • each line of carrying wheels 7,8 of rolling stock 1 rolls on a raceway 6 of its own. Therefore, each track is associated with two tracks 6 integrated in the carrier slab 4 (one per row of wheels).
  • the spans 2 are entire spans and the U-shaped structures 3, 3a are self-supporting structures, in order to achieve this integration, especially as regards the tread 6 (and therefore the carrier rails 9), but also to a lesser extent with regard to the lateral rails 10, 11, 14, a detailed calculation of the height of the additional element 6, 9, 10, 11, 14 to be integrated into the self-supporting U-shaped structure is made taking into account the geometry of the U-shaped structure 3,3a at the prefabrication stage at the time of application of the prestressing, the long-term deformation of the prefabricated U-shaped element 3,3a related to the removal problems and creep, and deformation under overload. In addition, a detailed audit of the Geometry is also performed on the prefabrication bench before concreting, which is also facilitated by the length of the U-shaped structure 3,3a, the span 2 being in one piece.
  • the U-shaped structure particularly when it is made of concrete, not to be prefabricated in the factory but carried out on site, for example by formwork.
  • the U-shaped structure could also be metal or partially concrete and partly metal.
  • the U-shaped structure could be in three parts (the slab and the two side walls) assembled to each other, and not monobloc.
  • each railway could be associated with only one running track serving as a rolling track for the two rolling stock lines, and not two running tracks as in the present embodiments.
  • the rolling stock can be provided with both wheels with tire and metal wheels supported on the rails.
  • each railway it is not necessary that all of the side rails associated with a railway is present on each side thereof. It would be possible for each railway to be associated with only one side rail (either the current side rail, the current return rail, or the lateral guide rail) or two side rails, depending the rolling stock used (on pneumatic, rail, rail or catenary powered aircraft as shown in figure 4 ). Moreover, it is also possible when there are several side rails associated with a track (two or three rails), not all of the associated side rails are on the same side of the track (one side rail on each side when there is two side rails associated with the track, or two side rails on one side and the third side rail on the other side when there are three of partners).
  • the fasteners of the side rails to the side walls of the U-shaped structure comprise a spacer to compensate for the distance separating transversely this side wall to the railroad track. Indeed, especially in turns, it is necessary to separate the side walls of the path of the rolling stock, which he must continue to be in contact with the side rails to be electrically powered and guided.
  • the power supply of the rolling stock can be done, for all embodiments, both by catenary (continuous line) and by side rail (dash) - (by side rails in the case of equipment having wheels fitted with tires)

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Railway Tracks (AREA)
  • Bearings For Parts Moving Linearly (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
EP06709306.2A 2005-02-16 2006-02-13 Travée en u pour voie ferrée Not-in-force EP1848859B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL06709306T PL1848859T3 (pl) 2005-02-16 2006-02-13 Przęsło w kształcie litery U do toru kolejowego

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
FR0501598A FR2882070B1 (fr) 2005-02-16 2005-02-16 Travee pour voie ferree
FR0501709A FR2882375B1 (fr) 2005-02-18 2005-02-18 Travee pour voie ferree
PCT/FR2006/000324 WO2006087456A2 (fr) 2005-02-16 2006-02-13 Travee en u pour voie ferree

Publications (2)

Publication Number Publication Date
EP1848859A2 EP1848859A2 (fr) 2007-10-31
EP1848859B1 true EP1848859B1 (fr) 2015-12-02

Family

ID=36660172

Family Applications (1)

Application Number Title Priority Date Filing Date
EP06709306.2A Not-in-force EP1848859B1 (fr) 2005-02-16 2006-02-13 Travée en u pour voie ferrée

Country Status (9)

Country Link
US (1) US8196517B2 (pl)
EP (1) EP1848859B1 (pl)
DK (1) DK1848859T3 (pl)
ES (1) ES2560662T3 (pl)
HK (1) HK1115614A1 (pl)
HU (1) HUE027238T2 (pl)
PL (1) PL1848859T3 (pl)
PT (1) PT1848859E (pl)
WO (1) WO2006087456A2 (pl)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9037388B2 (en) * 2006-11-17 2015-05-19 Mccrary Personal Transport System, Llc Intelligent public transit system using dual-mode vehicles
CN113152164A (zh) * 2021-02-02 2021-07-23 中船第九设计研究院工程有限公司 一种液压台车运移用限位导轨机构

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2028741A (en) * 1932-11-25 1936-01-28 Charles P Disney Bridge construction
DE914258C (de) * 1940-08-29 1954-06-28 Kurt Prange Dr Bruecke
DE845646C (de) 1950-05-11 1952-08-04 Henri Ruhlmann Fuehrungsvorrichtung fuer Fahrzeuge
EP0010733A1 (en) * 1978-10-27 1980-05-14 Stephen Parazader Guideway units for elevated guideways
FR2627786B1 (fr) 1988-02-25 1991-11-15 Ronveaux Ets E Tabliers de pont prefabriques et leurs procedes de realisation
DE19723587C2 (de) 1997-06-05 1999-11-25 Wayss & Freytag Ag Feste Fahrbahn für den schienengebundenen Verkehr, die von einem in Beton- oder Betonverbund-Bauweise herstellten Kunstbauwerk getragen wird
NL1010307C1 (nl) 1998-10-13 2000-04-17 Grimbergen Holding B V Draagconstructie voor een spoorbaan.
FR2823512B1 (fr) * 2001-04-17 2003-11-07 Systra Viaduc pour ligne ferroviaire ou autre
CA2349315A1 (en) * 2001-05-11 2002-11-11 Scott E. Anderson Structural support for elevated railway

Also Published As

Publication number Publication date
EP1848859A2 (fr) 2007-10-31
ES2560662T3 (es) 2016-02-22
HUE027238T2 (en) 2016-08-29
US8196517B2 (en) 2012-06-12
WO2006087456A3 (fr) 2006-12-28
WO2006087456A2 (fr) 2006-08-24
US20090084048A1 (en) 2009-04-02
PT1848859E (pt) 2016-03-08
DK1848859T3 (en) 2016-02-15
PL1848859T3 (pl) 2016-04-29
HK1115614A1 (en) 2008-12-05

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