EP1310594A1 - Verfahren zum Herstellen eines Gleises auf einer Betonplatte und temporäre Rippenplatte zur Durchführung des Verfahrens - Google Patents

Verfahren zum Herstellen eines Gleises auf einer Betonplatte und temporäre Rippenplatte zur Durchführung des Verfahrens Download PDF

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Publication number
EP1310594A1
EP1310594A1 EP02292596A EP02292596A EP1310594A1 EP 1310594 A1 EP1310594 A1 EP 1310594A1 EP 02292596 A EP02292596 A EP 02292596A EP 02292596 A EP02292596 A EP 02292596A EP 1310594 A1 EP1310594 A1 EP 1310594A1
Authority
EP
European Patent Office
Prior art keywords
temporary
saddle
concrete slab
rails
saddles
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
EP02292596A
Other languages
English (en)
French (fr)
Other versions
EP1310594B1 (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 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 EP1310594A1 publication Critical patent/EP1310594A1/de
Application granted granted Critical
Publication of EP1310594B1 publication Critical patent/EP1310594B1/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
    • 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
    • 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
    • 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
    • Y10T29/4981—Utilizing transitory attached element or associated separate material
    • 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 a railway that allows precise positioning, with good perpendicularity, anchoring elements in relation to the saddle during casting of the concrete and which provides anchoring elements that are independent of the stool when tightening the nuts after setting the concrete.
  • 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 temporary saddles comprise guide bushes engaging in apertures adapted from the seat base definitively, the guide bushes having an adjusted bore receiving an element an anchor consisting of a threaded rod, a portion of which protrudes from the underside of the temporary saddle.
  • the rails are suspended above of the concrete slab to be poured by means of a gantry, the latter permitting to precisely bring the rails to a desired position.
  • the invention also relates to a temporary saddle intended to be arranged under a definitive saddle supporting a railroad track when constructing a track rail on a concrete slab by the previously described construction method, characterized in that it comprises guide bushes inserted into adapted openings of the final saddle, the guide bushes comprising a fitted bore receiving an anchor element of the final saddle consisting of a rod part of which overflows from the underside of the temporary seat to be drowned in the concrete slab.
  • 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 metallic 11.
  • 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 20 which is inserted into a cavity adapted to the face lower the plate 11 when the sleeves are introduced into the openings 12 by the underside of the temporary saddle 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 consisting of a metal plate substantially full intended to rely on the concrete slab 3 via a sole 20, shown in FIG. 7, 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 threaded rods 4 inserted in the guide bushes 13 receiving in their upper part locking nuts 18, these threaded rods 4 having a diameter slightly less than the diameter of the bore of the guide sleeve 13 and having a local pinch 41 on which rests a washer 17 bearing on the underside of the guide bushes 13.
  • the threaded rods 4 disposed in this way comprise a portion that extends well beyond 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. 4, 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 concrete 3 is smoothed so that the concrete surface 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. 7, 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 on the upper part on which the tightening nuts 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 openings 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.
  • 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 5. Due to the presence of these insulating spacers 19 to the dimensions similar to those of the guide bushes 13 during this operation, the saddles 5 are then positioned automatically and precisely at their location final.
  • 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.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Railway Tracks (AREA)
  • Panels For Use In Building Construction (AREA)
  • Devices For Post-Treatments, Processing, Supply, Discharge, And Other Processes (AREA)
  • Working Measures On Existing Buildindgs (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Yarns And Mechanical Finishing Of Yarns Or Ropes (AREA)
  • Road Paving Structures (AREA)
  • Road Signs Or Road Markings (AREA)
EP02292596A 2001-11-07 2002-10-21 Verfahren zum Herstellen eines Gleises auf einer Betonplatte und temporäre Rippenplatte zur Durchführung des Verfahrens Expired - Lifetime EP1310594B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR0114400A FR2831897B1 (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
FR0114400 2001-11-07

Publications (2)

Publication Number Publication Date
EP1310594A1 true EP1310594A1 (de) 2003-05-14
EP1310594B1 EP1310594B1 (de) 2008-03-12

Family

ID=8869149

Family Applications (1)

Application Number Title Priority Date Filing Date
EP02292596A Expired - Lifetime EP1310594B1 (de) 2001-11-07 2002-10-21 Verfahren zum Herstellen eines Gleises auf einer Betonplatte und temporäre Rippenplatte zur Durchführung des Verfahrens

Country Status (16)

Country Link
US (1) US6954974B2 (de)
EP (1) EP1310594B1 (de)
JP (1) JP4116862B2 (de)
KR (1) KR100923829B1 (de)
AT (1) ATE389063T1 (de)
AU (1) AU2002301663B2 (de)
BR (1) BR0204613A (de)
CA (1) CA2410923C (de)
DE (1) DE60225522T2 (de)
DK (1) DK1310594T3 (de)
ES (1) ES2299552T3 (de)
FR (1) FR2831897B1 (de)
HK (1) HK1057772A1 (de)
MX (1) MXPA02010918A (de)
PT (1) PT1310594E (de)
TW (1) TWI281527B (de)

Cited By (1)

* 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

Families Citing this family (21)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE502004006871D1 (de) * 2004-04-29 2008-05-29 Gleis Und Tiefbau Gmbh Deutsch Vorrichtung zur justierung eines gleisrostes und weichen
DE102005013736A1 (de) * 2005-03-22 2006-09-28 Max Bögl Bauunternehmung Gmbh & Co.Kg Gleisanlage und Betonplatte einer Festen Fahrbahn
KR100780625B1 (ko) 2006-12-13 2007-11-30 삼표이앤씨 주식회사 용접형 클립걸이를 이용한 레일구배 보정구조 및 방법
WO2009104948A1 (en) * 2008-02-21 2009-08-27 Edilon)(Sedra B.V. Method for manufacturing a resilient rail support block assembly
ES2308949B2 (es) * 2008-06-10 2010-02-11 Tecsa Empresa Constructora, S.A. "maquina de descarga y posicionado de carriles sobre traviesas en vias ferreas".
HK1134632A2 (en) * 2008-10-28 2010-04-30 Italian Thai Dev Public Co Precast track plinth
ES2363849B1 (es) * 2009-06-16 2012-06-19 Fcc Contrucción, S.A. Procedimiento de instalación de vía en placa en túneles bitubo.
DE102009041816B4 (de) * 2009-09-18 2011-07-28 Vossloh-Werke GmbH, 58791 Unterlegplatte für die Befestigung einer Schiene auf einem festen Untergrund und Befestigung einer Schiene
DE102009041848A1 (de) * 2009-09-18 2011-03-24 Vossloh-Werke Gmbh System zum Befestigen einer Schiene auf einem festen Untergrund und Befestigung einer Schiene
GB2476460B (en) 2009-12-22 2016-01-13 Pandrol Ltd Railway rail fastening apparatus
US8181578B2 (en) * 2010-01-12 2012-05-22 Delta Railroad Construction, Inc. Method, system and devices for railroad track reconditioning and repair
CN102776809B (zh) * 2011-05-11 2014-12-31 陈海水 列车行驶中的减震降嘈结构
US8727230B2 (en) * 2011-07-15 2014-05-20 Vossloh-Werke Gmbh System for fastening a rail to a sleeper
CN103147370B (zh) * 2013-03-29 2014-11-26 中铁一局集团有限公司 一种板式无砟轨道轨道板更换装置及更换方法
CN105887590A (zh) * 2016-05-26 2016-08-24 于俭海 一种轨道基础沉降后高度方向调整系统及调整方法
GB201610661D0 (en) * 2016-06-17 2016-08-03 Gantry Railing Ltd Rail Fastening Device
PE20200236A1 (es) 2017-05-08 2020-02-03 Sumitomo Chemical Co Metodo para produccion para anhidrato de acido 1-amino ciclopropano carboxilico
EP3623360B1 (de) 2017-05-08 2021-12-29 Sumitomo Chemical Company, Limited Herstellungsverfahren für 1-amino-cyclopropan-carbonsäure-nonhydrat
CN107217550A (zh) * 2017-07-10 2017-09-29 中铁第四勘察设计院集团有限公司 一种桁架钢筋混凝土叠合板、无砟轨道及施工方法
CN108425293A (zh) * 2018-05-15 2018-08-21 中铁第四勘察设计院集团有限公司 一种既有线无砟轨道地段插铺道岔的临时过渡结构
RU206133U1 (ru) * 2021-04-13 2021-08-24 Открытое Акционерное Общество "Российские Железные Дороги" Рельсоподъемная тележка для смены скреплений

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4616395A (en) * 1983-06-30 1986-10-14 Perini Corporation Railroad track fixation method and apparatus
EP0715021A1 (de) * 1994-11-30 1996-06-05 Hochtief Aktiengesellschaft Vorm. Gebr. Helfmann Schotterloses Oberbausystem für zumindest ein Eisenbahngleis
EP1041201A2 (de) * 1999-04-01 2000-10-04 BWG Butzbacher Weichenbau Gesellschaft mbH & Co. KG Lagerung für einen Gleisabschnitt

Family Cites Families (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1344676A (en) * 1919-09-02 1920-06-29 Almeda Marley Bailroad-tie
US3662952A (en) * 1970-10-09 1972-05-16 Trw Inc Adjustable rail fastener design with tapered key and channel members
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
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
FR2831898B1 (fr) * 2001-11-07 2004-10-01 Alstom Procede de construction d'une voie ferree sur une dalle de beton et selle provisoire pour la mise en oeuvre de ce procede

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4616395A (en) * 1983-06-30 1986-10-14 Perini Corporation Railroad track fixation method and apparatus
EP0715021A1 (de) * 1994-11-30 1996-06-05 Hochtief Aktiengesellschaft Vorm. Gebr. Helfmann Schotterloses Oberbausystem für zumindest ein Eisenbahngleis
EP1041201A2 (de) * 1999-04-01 2000-10-04 BWG Butzbacher Weichenbau Gesellschaft mbH & Co. KG Lagerung für einen Gleisabschnitt

Cited By (1)

* 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

Also Published As

Publication number Publication date
AU2002301663B2 (en) 2007-10-18
US20030085294A1 (en) 2003-05-08
ES2299552T3 (es) 2008-06-01
HK1057772A1 (en) 2004-04-16
CA2410923C (fr) 2009-04-07
TWI281527B (en) 2007-05-21
ATE389063T1 (de) 2008-03-15
DE60225522T2 (de) 2009-04-02
PT1310594E (pt) 2008-06-23
FR2831897B1 (fr) 2004-05-28
FR2831897A1 (fr) 2003-05-09
DE60225522D1 (de) 2008-04-24
JP2003184008A (ja) 2003-07-03
TW200300193A (en) 2003-05-16
KR20030038405A (ko) 2003-05-16
BR0204613A (pt) 2003-09-16
MXPA02010918A (es) 2004-07-16
US6954974B2 (en) 2005-10-18
JP4116862B2 (ja) 2008-07-09
CA2410923A1 (fr) 2003-05-07
EP1310594B1 (de) 2008-03-12
KR100923829B1 (ko) 2009-10-27
DK1310594T3 (da) 2008-06-09

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