EP1310596B1 - Procédé de construction d'une voie ferrée sur une dalle de béton et selle provisioire pour la mise en oeuvre de ce procédé - Google Patents

Procédé de construction d'une voie ferrée sur une dalle de béton et selle provisioire pour la mise en oeuvre de ce procédé Download PDF

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Publication number
EP1310596B1
EP1310596B1 EP02292641A EP02292641A EP1310596B1 EP 1310596 B1 EP1310596 B1 EP 1310596B1 EP 02292641 A EP02292641 A EP 02292641A EP 02292641 A EP02292641 A EP 02292641A EP 1310596 B1 EP1310596 B1 EP 1310596B1
Authority
EP
European Patent Office
Prior art keywords
tie
plates
temporary
plate
concrete slab
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
EP02292641A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP1310596A1 (fr
Inventor
Nicolas Rada
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.)
ALSTOM TRANSPORT SA
Original Assignee
Alstom 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
Application filed by Alstom SA filed Critical Alstom SA
Publication of EP1310596A1 publication Critical patent/EP1310596A1/fr
Application granted granted Critical
Publication of EP1310596B1 publication Critical patent/EP1310596B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B9/00—Fastening rails on sleepers, or the like
    • E01B9/38—Indirect fastening of rails by using tie-plates or chairs; Fastening of rails on the tie-plates or in the chairs
    • E01B9/44—Fastening the rail on the tie-plate
    • 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
    • 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
    • E01B29/00—Laying, rebuilding, or taking-up tracks; Tools or machines therefor
    • E01B29/32—Installing or removing track components, not covered by the preceding groups, e.g. sole-plates, rail anchors
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B9/00—Fastening rails on sleepers, or the like
    • E01B9/38—Indirect fastening of rails by using tie-plates or chairs; Fastening of rails on the tie-plates or in the chairs
    • E01B9/40—Tie-plates for flat-bottom 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
    • E01B2204/06—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
    • E01B2204/09—Ballastless systems
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T29/00—Metal working
    • Y10T29/49—Method of mechanical manufacture
    • Y10T29/49826—Assembling or joining
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T29/00—Metal working
    • Y10T29/49—Method of mechanical manufacture
    • Y10T29/49826—Assembling or joining
    • Y10T29/49895—Associating parts by use of aligning means [e.g., use of a drift pin or a "fixture"]

Definitions

  • the invention relates to a method for the construction of a railway and in particular to a method of constructing a railway on a concrete slab in which the concrete slab is poured around anchoring elements allowing the fixing of saddles supporting the rails of the railway.
  • the invention also relates to a temporary saddle used in the method according to the invention.
  • an object of the present invention is to provide a method for the realization of a railway which ensures the formation without major defects of the support surfaces on which the saddles supporting the rails and which is simple and economical to achieve.
  • the subject of the invention is a method of constructing a railway track on a concrete slab in which the concrete slab is cast around anchoring elements allowing the attachment of saddles supporting the rails of the track. railway.
  • the rails are suspended by means of a gantry above the place where the concrete slab is to be poured, the rails having definitive saddles premounted on the rails, the temporary saddles being arranged under these final saddles then being brought into the desired position by means of the gantry.
  • the invention also relates to a temporary saddle intended for the implementation of the method of construction of a railway previously described, characterized in that it comprises a body whose lower face, intended to be licked by the concrete during the pouring of the concrete slab, is provided with vents.
  • the Figures 1 and 2 represent a temporary saddle 1 according to a particular embodiment of the invention.
  • the temporary saddle 1 comprises a body 11 formed by a rectangular metal plate having multiple vents 10 opening on the lower and upper faces of the metal plate 11.
  • These multiple vents 10 are formed by holes, some of which are shown more in detail on the figure 4 , have a slightly convergent circular section, the diameter of these holes 10 being for example 7 mm at the lower face of the plate 11 and 5 mm at the upper face.
  • the plate 11 also has two openings 12 disposed at diagonally opposite ends of the plate 11. These openings 12 receive guide bushes 13 having an outside diameter adjusted to the diameter of the opening 12 and an internal bore adapted to receive a controlled fit. a threaded rod 4 not shown on the Figures 1 and 2 .
  • the guide bushings 13 comprise in their lower part a shoulder which is inserted into a cavity adapted to the underside of the plate 11 when the bushes 13 are introduced into the openings 12 by the underside of the temporary seat 1.
  • Spreaders 14, consisting of cylindrical washers, are arranged on the upper face of the plate 11 around the guide bushes 13, these spacers 14 having an internal bore slightly larger than the outside diameter of the guide bushes 13.
  • the outer periphery of the plate 11 has a step 15 whose edge is beveled towards the underside of the plate 11, the upper edge of the step 15 located on the longitudinal side of the plate 11 being inclined relative to the plane from the underside of the plate 11.
  • the temporary seat 1 also has extraction handles 16 facilitating the gripping of the temporary seat 1.
  • a gantry 6 is used to bring two rails 2 above the location where a concrete slab 3 is to be cast. These two rails 2 are suspended by clamps 61 connected to a motorized beam 62, the latter sliding vertically on the gantry 6 to precisely bring the two rails 2 to the desired location.
  • the two rails 2 are connected to saddles 5 by fasteners 9, these saddles 5 conventionally comprising a base 51 constituted by a substantially solid metal plate intended to rest on the concrete slab 3 via a sole 20, shown on the figure 8 , of resilient material and advantageously electrically insulating.
  • a temporary seat 1 is placed under each of the saddles 5 so that the guide bushes 13 supported by the temporary seat 1 engage in fitted openings 52 of the base 51, the underside of the seat. base 51 coming to bear on the top of the spacers 14 supported by the temporary seat 1, a space then resulting between the lower face of the base 51 and the upper face of the plate 11 of the temporary seat 1.
  • the temporary seat 1 is held in this position under the saddle 5 by the anchoring elements of the saddle 5 on the concrete slab 3 constituted here by threaded rods 4 inserted into the guide bushes 13 and receiving in their upper part locking nuts 18 these threaded rods 4 having a local pinch 41 on which a washer 17 resting on the underside of the guide bushings 13.
  • the threaded rods 4 thus disposed a part projecting largely from the underside of the temporary stool 1 intended to be embedded in the concrete.
  • the underside of the temporary stool 1 Prior to the pouring of the concrete slab 3, the underside of the temporary stool 1 is coated with a formwork oil and the beam 62 of the gantry 6 is controlled so as to bring the underside of the temporary stool 1 to the place or should be placed the support surfaces of the saddle 5 for supporting the rails 2 of the track to be built.
  • the nuts 18 present on the threaded rods 4 are removed and the rails 2 pre-assembled on their saddles 5 are raised by means of the gantry 6.
  • the temporary saddles 1 accompanied by the bushes guide 13 and spacers 14 are then removed, the extraction of the temporary stool 1 being facilitated by the presence of the handles 16.
  • Electrically insulating spacers 19, shown on the figure 8 are then disposed inside the openings 52 of the saddle 5, these insulating spacers 19 having a body having a cylindrical portion, inserted into the openings 52, the inner and outer diameters are identical to the inner and outer diameters of the sleeves of guides 13, that is to say respectively adjusted to the diameter of the openings 52 and threaded rods 4.
  • These spacers 19 also have a flange in the upper part on which bears the tightening nuts 18, a spring, not shown on the figures, possibly being interposed between the nut and the flange of the spacer 19, the height of the spacer 19 being such that it does not protrude from the underside of the saddle 5 when it is inserted into the opening 52.
  • the rails 2 pre-assembled on their saddles 5 are then lowered again after having inserted the sole 20 of resilient material under the lower face of the base 51, this sole 20 having holes in line with the threaded rods 4.
  • An additional sole 21, simply electrically insulation, is advantageously disposed under the previous sole 20, the assembly being brought into contact with the concrete slab 3 by passing the threaded rods 4 projecting from the concrete slab 3 through the flanges 20, 21 and the bores of the spacers insulators 19 arranged in the openings 52 of the saddle 5 as shown in FIG. figure 8 . Due to the presence of the insulating spacers 19 with radial dimensions similar to those of the guide bushes 13 during this operation, the saddles 5 are then positioned automatically and precisely at their final location.
  • the saddles 5 are then immobilized in a conventional manner using nuts 18 screwed onto the threaded rods 4, the latter bearing on the upper face of the saddle 5 via the collar of the insulating spacer 19.
  • Such a construction method, using temporary saddles according to the invention makes it possible to obtain a homogeneous support surface for the saddles easily and quickly, which prevents any displacement of the saddles during the tightening of the nuts and ensures stable positioning. stool in time.
  • the casting of the concrete slab has the advantage of being carried out without risk of occurrence of air bubbles under the temporary stool because of the many vents that have temporary stool, the latter not being obstructed by the saddle plate thanks to the presence of the spreaders.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Railway Tracks (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Moulds, Cores, Or Mandrels (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Magnetic Heads (AREA)
  • Road Paving Structures (AREA)
  • Yarns And Mechanical Finishing Of Yarns Or Ropes (AREA)
EP02292641A 2001-11-07 2002-10-24 Procédé de construction d'une voie ferrée sur une dalle de béton et selle provisioire pour la mise en oeuvre de ce procédé Expired - Lifetime EP1310596B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR0114401A FR2831898B1 (fr) 2001-11-07 2001-11-07 Procede de construction d'une voie ferree sur une dalle de beton et selle provisoire pour la mise en oeuvre de ce procede
FR0114401 2001-11-07

Publications (2)

Publication Number Publication Date
EP1310596A1 EP1310596A1 (fr) 2003-05-14
EP1310596B1 true EP1310596B1 (fr) 2008-02-20

Family

ID=8869150

Family Applications (1)

Application Number Title Priority Date Filing Date
EP02292641A Expired - Lifetime EP1310596B1 (fr) 2001-11-07 2002-10-24 Procédé de construction d'une voie ferrée sur une dalle de béton et selle provisioire pour la mise en oeuvre de ce procédé

Country Status (14)

Country Link
US (1) US6732418B2 (da)
EP (1) EP1310596B1 (da)
JP (1) JP4102161B2 (da)
KR (1) KR100918359B1 (da)
AT (1) ATE386842T1 (da)
BR (1) BR0204608B1 (da)
CA (1) CA2410924C (da)
DE (1) DE60225104T2 (da)
DK (1) DK1310596T3 (da)
ES (1) ES2301613T3 (da)
FR (1) FR2831898B1 (da)
MX (1) MXPA02010917A (da)
PT (1) PT1310596E (da)
TW (1) TWI274094B (da)

Families Citing this family (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2831897B1 (fr) * 2001-11-07 2004-05-28 Alstom Procede de construction d'une voie ferree sur une dalle de beton et selle provisoire pour la mise en oeuvre de ce procede
FR2833023B1 (fr) * 2001-12-05 2004-05-21 Alstom Procede de construction d'une voie ferree dans lequel on realise une dalle de voie en beton et on insere dans la dalle de voie des elements d'ancrage de la voie ferree
GR1004786B (el) * 2003-11-24 2005-01-25 Γεωργιος Ντινοπουλος Σταθερη επιδομη χωρις στρωτηρες με σκυροδετηση μετα τη ρυθμιση
PL1740771T3 (pl) * 2004-04-29 2008-10-31 Deutsche Gleis Und Tiefbau Gmbh Urządzenie do regulacji rusztu torowego i rozjazdów
GB0423237D0 (en) * 2004-10-19 2004-11-24 Pandrol Ltd Railway track construction shims and method of constructing railway track
US7766628B2 (en) * 2006-04-13 2010-08-03 Scroll Technologies Sealed compressor with structure on lower housing shell to assist weld placement
KR100968219B1 (ko) * 2008-09-24 2010-07-06 유봉수 철도 레일용 침목
HK1134632A2 (zh) * 2008-10-28 2010-04-30 Italian-Thai Development Public Company Limited 预制轨道基座
CN103510435A (zh) * 2012-06-19 2014-01-15 中铁十九局集团第一工程有限公司 一种无砟轨道底座板混凝土浇筑设备
US20180080177A1 (en) 2015-03-16 2018-03-22 Top-Off Nv Casing for Concrete Bedding of Railway and Method for the Construction of a Railway
US10081915B2 (en) * 2016-07-20 2018-09-25 Progress Rail Services Corporation Track rail fastening mechanism and method
US11098454B2 (en) 2019-04-01 2021-08-24 Progress Rail Services Corporation Track rail fastener and system for pedestal mounted track rail
CN112523009B (zh) * 2019-09-17 2025-03-07 洛阳双瑞橡塑科技有限公司 一种扣件系统安装结构及施工工艺
CN111287028A (zh) * 2020-02-27 2020-06-16 中铁第四勘察设计院集团有限公司 一种轨道交通

Family Cites Families (11)

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Publication number Priority date Publication date Assignee Title
DE2422942C2 (de) * 1974-05-11 1982-12-16 Ed. Züblin AG, 7000 Stuttgart Verfahren zur Herstellung von Eisenbahnoberbauten sowie Fertigteile und Vorrichtung zur Durchführung des Verfahrens
DE2830137A1 (de) * 1978-07-08 1980-01-17 Zueblin Ag Verfahren zur herstellung von gleisoberbauten sowie stahlbetonfertigteile und verlegegeraet zur durchfuehrung des verfahrens
US4255104A (en) * 1979-02-16 1981-03-10 Martin Concrete Engineering Company System for casting and handling concrete railroad ties
DE3042725A1 (de) * 1980-11-13 1982-06-16 Ed. Züblin AG, 7000 Stuttgart Verfahren zur herstellung einer elastisch gelagerten, schotterlosen oberbaukonstruktion fuer schienenbahnen
US4616395A (en) * 1983-06-30 1986-10-14 Perini Corporation Railroad track fixation method and apparatus
GB2175635B (en) * 1985-05-28 1988-06-08 Kumagai Gumi Co Ltd Formwork
US5160084A (en) * 1987-12-03 1992-11-03 Kerr-Mcgee Corporation Method for adhesively bonding a rail-tie fastening assembly to a wooden railway tie
EP0718438A1 (de) * 1994-12-22 1996-06-26 Heilit & Woerner Bau-AG Gleisoberbau mit durchgehender Tragplatte und Einzel-Befestigungsvorrichtungen für die Schienen
DE19548229C5 (de) * 1995-12-22 2005-11-24 intermetric Gesellschaft für Ingenieurmessung und raumbezogene Informationssysteme mbH Verfahren zum räumlich genauen Positionieren von Fertigungsvorrichtungen und Vorrichtung zum Durchführen des Verfahrens
DE10046479B4 (de) * 2000-09-20 2004-05-27 Pfleiderer Infrastrukturtechnik Gmbh & Co. Kg Zweiblockbetonschwelle für feste Schienenfahrbahn
KR200244844Y1 (ko) * 2001-05-28 2001-10-15 공강주 체결수단을 이용한 플레이트

Also Published As

Publication number Publication date
CA2410924C (fr) 2010-02-09
TW200300194A (en) 2003-05-16
DE60225104T2 (de) 2009-02-12
KR100918359B1 (ko) 2009-09-22
TWI274094B (en) 2007-02-21
HK1057771A1 (zh) 2004-04-16
ATE386842T1 (de) 2008-03-15
PT1310596E (pt) 2008-07-10
FR2831898A1 (fr) 2003-05-09
FR2831898B1 (fr) 2004-10-01
BR0204608B1 (pt) 2012-11-27
JP2003184009A (ja) 2003-07-03
DE60225104D1 (de) 2008-04-03
US20030084558A1 (en) 2003-05-08
ES2301613T3 (es) 2008-07-01
KR20030038406A (ko) 2003-05-16
DK1310596T3 (da) 2008-06-02
EP1310596A1 (fr) 2003-05-14
BR0204608A (pt) 2003-09-16
US6732418B2 (en) 2004-05-11
JP4102161B2 (ja) 2008-06-18
MXPA02010917A (es) 2004-07-16
CA2410924A1 (fr) 2003-05-07

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