EP1310596A1 - Verfahren zum Herstellen einer festen Fahrbahn und Rippenplatte zur Durchführung dieses Verfahrens - Google Patents

Verfahren zum Herstellen einer festen Fahrbahn und Rippenplatte zur Durchführung dieses Verfahrens Download PDF

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Publication number
EP1310596A1
EP1310596A1 EP02292641A EP02292641A EP1310596A1 EP 1310596 A1 EP1310596 A1 EP 1310596A1 EP 02292641 A EP02292641 A EP 02292641A EP 02292641 A EP02292641 A EP 02292641A EP 1310596 A1 EP1310596 A1 EP 1310596A1
Authority
EP
European Patent Office
Prior art keywords
saddles
temporary
concrete slab
rails
concrete
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
EP02292641A
Other languages
English (en)
French (fr)
Other versions
EP1310596B1 (de
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/de
Application granted granted Critical
Publication of EP1310596B1 publication Critical patent/EP1310596B1/de
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 line and particular to a method of constructing a railway on a concrete slab which the concrete slab is poured around anchoring elements allowing fixation of saddles supporting the tracks 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 carrying out of a railroad which ensures the formation without major defects of the bearing surfaces on which are 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 on a concrete slab in which the concrete slab is poured around elements anchoring device for fixing saddles supporting the tracks of the railway.
  • the rails are suspended by means of a gantry above where the concrete slab is to be poured, the rails having definitive saddles premounted on the rails, the temporary saddles being placed under these definitive saddles and then brought into the desired position at average of the portico.
  • the invention also relates to a temporary saddle intended for the implementation of the method of constructing a railway previously described, characterized in that that it comprises a body whose lower face, intended to be licked by concrete when pouring the concrete slab, is provided with vents.
  • Figures 1 and 2 show a temporary saddle 1 according to a particular embodiment of embodiment of the invention.
  • the temporary seat 1 comprises a body 11 formed by a rectangular metal plate having multiple vents 10 opening on the lower and upper faces of the plate 11.
  • These multiple vents 10 are formed by holes some of which, shown in more detail in FIG. 4, have a circular section slightly convergent, the diameter of these holes 10 being, for example, 7 mm level of the underside of the plate 11 and 5 mm at the level of the face higher.
  • the plate 11 also comprises two openings 12 arranged at ends diagonally opposite of the plate 11. These openings 12 receive bushings of 13 having an outside diameter adjusted to the diameter of the opening 12 and an inner bore adapted to fitly receive a threaded rod 4 no shown in Figures 1 and 2.
  • the guide bushes 13 comprise in their part lower a shoulder that fits into a cavity adapted to the face lower part of the plate 11 when the sockets 13 are introduced into the openings 12 through the underside of the temporary seat 1.
  • Spacers 14 consisting of cylindrical washers, are arranged on the face upper plate 11 around the guide bushes 13, these spacers 14 having an internal bore slightly greater than the outer diameter of the guide sleeves 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 of the underside of the plate 11.
  • the temporary seat 1 also has extraction handles 16 facilitating the grasping the temporary saddle 1.
  • a gantry 6 is used to bring two rails 2 above the location where a concrete slab 3 is to be poured. 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 comprising conventional manner a base 51 constituted by a metal plate substantially full intended to rely on the concrete slab 3 via a sole 20, shown in FIG. 8, made of resilient material and advantageously electrically insulating.
  • a temporary saddle 1 conforming to that described above is arranged under each of the saddles 5 so that the guide bushes 13 supported by the temporary saddle 1 engage in fitted openings 52 of the base 51, the face bottom of the base 51 coming to bear on the top of the spacers 14 supported by the temporary saddle 1, a resulting space then between the lower face of the base 51 and the upper face of the plate 11 of the temporary seat 1.
  • the seat provisional 1 is kept in this position under saddle 5 by the elements anchoring 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 rests a washer 17 bearing on the underside of the bushings of 13.
  • the threaded rods 4 thus arranged have an overhanging portion largely from the underside of the temporary stool 1 intended to be embedded in the concrete.
  • the underside of the stool 1 Prior to the pouring of the concrete slab 3, the underside of the stool 1 is coated with formwork oil and beam 62 of gantry 6 is driven so as to bring the underside of the temporary stool 1 to the place where must be placed the support surfaces of the saddles 5 intended to support the rails 2 of the way to build.
  • a concrete slab 3, shown in phantom in FIG. 5, is then cast by gravity up to the height of temporary stool 1 by drowning the part of the stems threaded 4 overflowing under the plate 11. Once this is done, the surface top of the concrete 3 is smoothed so that the surface of the concrete 3 follows the slope walk 15 at the edge of the temporary saddle 1, the latter indicating the slope that the concrete slab 3 must have relative to the horizontal to ensure proper drainage of runoff.
  • Electrically insulating spacers 19, shown in FIG. 8, are then disposed within the openings 52 of the saddle 5, these insulating spacers 19 having a body having a cylindrical portion, fitting into the openings 52, whose inner and outer diameters are identical to the inner diameters and outside of the guide bushings 13, that is to say respectively adjusted to the diameter openings 52 and threaded rods 4.
  • These spacers 19 also have a flange in the upper part on which the tightening nuts 18 rest, a spring, not shown in 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 overflow from the underside of the saddle 5 when 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 insulating, is advantageously arranged under the previous sole 20, the assembly being brought into contact with the concrete slab 3 while passing the threaded rods 4 projecting from the concrete slab 3 through the soles 20, 21 and bores of the insulating spacers 19 arranged in the openings 52 of the saddles 5 as shown in Figure 8. Due to the presence of spacers insulators 19 with radial dimensions similar to those of guide bushes 13 during this operation, the saddles 5 are then positioned automatically and precisely at their final location.
  • the stools 5 are then immobilized in a conventional manner using nuts 18 screwed on 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 stools in accordance with the invention makes it possible to obtain easily and rapidly a homogeneous bearing surface for the saddles, which avoids any displacement of the saddles during the tightening of the nuts and ensures stable stool positioning over time.
  • the casting of the Concrete slab has the advantage of being carried out without the risk of bubbles appearing of air under the temporary stool because of the many vents that the stool has the latter being not 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 Verfahren zum Herstellen einer festen Fahrbahn und Rippenplatte zur Durchführung dieses Verfahrens Expired - Lifetime EP1310596B1 (de)

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 true EP1310596A1 (de) 2003-05-14
EP1310596B1 EP1310596B1 (de) 2008-02-20

Family

ID=8869150

Family Applications (1)

Application Number Title Priority Date Filing Date
EP02292641A Expired - Lifetime EP1310596B1 (de) 2001-11-07 2002-10-24 Verfahren zum Herstellen einer festen Fahrbahn und Rippenplatte zur Durchführung dieses Verfahrens

Country Status (14)

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

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006043038A1 (en) * 2004-10-19 2006-04-27 Pandrol Limited Railway track construction shim and method of constructing railway track
WO2016146699A1 (en) 2015-03-16 2016-09-22 Top-Off Nv Casing for concrete bedding of railway and method for the construction of a railway
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

Families Citing this family (11)

* 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
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
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

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2422942A1 (de) * 1974-05-11 1975-11-20 Zueblin Ag Verfahren zur herstellung von eisenbahnoberbauten sowie fertigteile und vorrichtung zur durchfuehrung 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
US4616395A (en) * 1983-06-30 1986-10-14 Perini Corporation Railroad track fixation method and apparatus

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
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

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2422942A1 (de) * 1974-05-11 1975-11-20 Zueblin Ag Verfahren zur herstellung von eisenbahnoberbauten sowie fertigteile und vorrichtung zur durchfuehrung 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
US4616395A (en) * 1983-06-30 1986-10-14 Perini Corporation Railroad track fixation method and apparatus

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006043038A1 (en) * 2004-10-19 2006-04-27 Pandrol Limited Railway track construction shim and method of constructing railway track
WO2016146699A1 (en) 2015-03-16 2016-09-22 Top-Off Nv Casing for concrete bedding of railway and method for the construction of a railway
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

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
EP1310596B1 (de) 2008-02-20
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
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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