EP1310594A1 - Procédé de construction d'une voie ferrée sur une dalle de béton et selle provisoire pour la mise en oeuvre de ce procédé - Google Patents
Procédé de construction d'une voie ferrée sur une dalle de béton et selle provisoire pour la mise en oeuvre de ce procédé Download PDFInfo
- 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
Links
Images
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)
- Devices For Post-Treatments, Processing, Supply, Discharge, And Other Processes (AREA)
- Panels For Use In Building Construction (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
- Working Measures On Existing Buildindgs (AREA)
- Road Paving Structures (AREA)
- Road Signs Or Road Markings (AREA)
- Yarns And Mechanical Finishing Of Yarns Or Ropes (AREA)
Abstract
Description
- maintien en suspension des rails prémontés sur leurs selles définitives au-dessus de l'endroit où la dalle de béton doit être coulée, chaque selle définitives comportant une embase sous laquelle est disposée une selle provisoire assurant le guidage précis des éléments d'ancrage de la selle définitive,
- réglage de la position des rails de manière à amener précisément la face inférieure des selles provisoires à endroit où devront reposer les selles définitives supportant les rails,
- coulage de la dalle de béton jusqu'à hauteur des selles provisoires,
- soulèvement des rails et extraction des selles provisoires,
- positionnement précis des rails prémontés sur leurs selles sur la dalle de béton et fixation des selles définitives sur les éléments d'ancrage.
- la selle provisoire comporte un corps constitué d'une plaque présentant des ouvertures recevant les douilles de guidage ;
- les douilles de guidage comportent un épaulement qui vient s'insérer dans une cavité complémentaire réalisée dans la plaque en bordure des ouvertures, l'épaulement constituant une butée axiale ;
- les tiges comportent une partie supérieure filetée débordant des douilles de guidage et recevant des écrous assurant la retenue verticale de la tige sur la selle ;
- la tige comporte un pincement local sous la partie filetée, ce pincement local servant de butée de coulissement à la douille de guidage.
- la figure 1 est une vue de dessus, d'une selle provisoire selon un mode particulier de réalisation de l'invention ;
- la figure 2 est une vue de côté de la selle provisoire de la figure 1 ;
- la figure 3 est une vue de détail représentant une coupe de la selle provisoire selon la ligne III-III de la figure 1 ;
- la figure 4 est une vue d'ensemble d'un dispositif pour la mise en oeuvre du procédé de construction selon l'invention ;
- la figure 5 est une vue agrandie d'un rail de la figure 4 équipé d'une selle provisoire dans un mode particulier de réalisation du procédé de construction selon l'invention ;
- la figure 6 est une vue de détail des moyens d'assemblage de la selle provisoire sur la selle supportant le rail selon une coupe similaire à celle de la figure 3 ;
- la figure 7 est une vue de côté, avec une coupe partielle, de la selle définitive après son montage sur la dalle de béton.
Claims (8)
- Procédé de construction d'une voie ferrée sur une dalle de béton (3) dans lequel la dalle de béton (3) est coulée autour d'éléments d'ancrage (4) permettant la fixation de selles (5) supportant les rails (2) de la voie ferrée, caractérisé en ce qu'il comporte les étapes suivantes:maintien en suspension des rails (2) prémontés sur leurs selles (5) au-dessus de l'endroit où la dalle de béton (3) doit être coulée, chaque selle (5) comportant une embase (51) sous laquelle est disposée une selle provisoire (1) comportant des douilles de guidages (13) s'engageant dans des ouvertures (52) adaptées de l'embase (51), les douilles de guidage (13) comportant un alésage ajusté recevant un élément d'ancrage constitué d'une tige filetée (4) dont une partie déborde de la face inférieure de la selle provisoire (1),réglage de la position des rails (2) de manière à amener précisément la face inférieure des selles provisoires (1) à l'endroit où devront reposer les selles (5) supportant les rails (2),coulage de la dalle de béton (3) jusqu'à hauteur des selles provisoires (1),soulèvement des rails (2) et extraction des selles provisoires (1),positionnement précis des rails (2) prémontés sur leurs selles (5) sur la dalle de béton (3) et fixation des selles (5) sur les éléments d'ancrage (4).
- Procédé de construction d'une voie ferrée selon la revendication 1, caractérisé en ce que, suite à l'extraction des selles provisoires (1), des entretoises (19) sont disposées à l'intérieur des ouvertures (52) des selles (5) ou bien autour des tiges filetées (4), ces entretoises (19) assurant le positionnement précis des selles (5) sur la dalle de béton (3) en comportant un corps présentant une partie cylindrique s'insérant dans les ouvertures (52) dont le diamètre extérieur est ajusté au diamètre de l'ouverture (52), ladite partie cylindrique comprenant un alésage intérieur ajusté au diamètre de la tige filetée (4).
- Procédé de construction d'une voie ferrée selon l'une quelconque des revendications 1 à 2, caractérisé en ce que lesdits rails (2) sont suspendus au-dessus de la dalle (3) à couler au moyen d'un portique (6), ce dernier permettant d'amener précisément les rails (2) dans une position désirée.
- Selle provisoire (1) destinée à être disposée sous une selle (5) supportant un rail (2) de voie ferrée lors de la construction d'une voie ferrée sur une dalle de béton (3) par un procédé selon l'une quelconque des revendications 1 à 3, ladite selle provisoire (1) étant placée sous la selle (5) lors du coulage de la dalle de béton (3) puis retirée après durcissement de la dalle de béton (3), caractérisée en ce qu'elle comporte des douilles de guidage (13) s'insérant dans des ouvertures (52) adaptées de la selle (5), lesdites douilles de guidage (13) comportant un alésage ajusté recevant un élément d'ancrage (4) de la selle (5) constitué d'une tige dont une partie déborde de la face inférieure de la selle provisoire (1) pour être noyée dans la dalle de béton (3).
- Selle provisoire selon la revendication 4, caractérisée en ce qu'elle comporte un corps constitué d'une plaque (11) présentant des ouvertures (12) recevant les douilles de guidage (13).
- Selle provisoire selon la revendication 5, caractérisé en ce que les douilles de guidage (13) comportent un épaulement (20) qui vient s'insérer dans une cavité complémentaire réalisée dans la plaque (11) en bordure des ouvertures (12), ledit épaulement (20) constituant une butée axiale.
- Selle provisoire selon l'une quelconque des revendications 5 à 6, caractérisée en ce que lesdites tiges (4) comportent une partie supérieure filetée débordant des douilles de guidage (13) et recevant des écrous (18) assurant la retenue verticale de ladite tige (4) sur la selle (5).
- Selle provisoire selon la revendication 7, caractérisée en ce que, sous la partie supérieure filetée, ladite tige (4) comporte un pincement local (41) servant de butée de coulissement à la douille de guidage (13).
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 (fr) | 2003-05-14 |
EP1310594B1 EP1310594B1 (fr) | 2008-03-12 |
Family
ID=8869149
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP02292596A Expired - Lifetime EP1310594B1 (fr) | 2001-11-07 | 2002-10-21 | Procédé de construction d'une voie ferrée sur une dalle de béton et selle provisoire pour la mise en oeuvre de ce procédé |
Country Status (16)
Country | Link |
---|---|
US (1) | US6954974B2 (fr) |
EP (1) | EP1310594B1 (fr) |
JP (1) | JP4116862B2 (fr) |
KR (1) | KR100923829B1 (fr) |
AT (1) | ATE389063T1 (fr) |
AU (1) | AU2002301663B2 (fr) |
BR (1) | BR0204613A (fr) |
CA (1) | CA2410923C (fr) |
DE (1) | DE60225522T2 (fr) |
DK (1) | DK1310594T3 (fr) |
ES (1) | ES2299552T3 (fr) |
FR (1) | FR2831897B1 (fr) |
HK (1) | HK1057772A1 (fr) |
MX (1) | MXPA02010918A (fr) |
PT (1) | PT1310594E (fr) |
TW (1) | TWI281527B (fr) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2006043038A1 (fr) * | 2004-10-19 | 2006-04-27 | Pandrol Limited | Cale de construction de voies de chemin de fer et procede de construction de voies de chemin de fer |
Families Citing this family (21)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CA2564931C (fr) * | 2004-04-29 | 2011-05-17 | Deutsche Gleis- Und Tiefbau Gmbh | Dispositif d'ajustage pour chassis de voie aiguillages |
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 |
EP3135812B1 (fr) * | 2008-02-21 | 2018-06-27 | edilon)(sedra B.V. | Procede de fabrication d'un ensemble bloc de support elastique pour rail |
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. |
DE102009041848A1 (de) * | 2009-09-18 | 2011-03-24 | Vossloh-Werke Gmbh | System zum Befestigen einer Schiene auf einem festen Untergrund und Befestigung einer Schiene |
DE202009014434U1 (de) * | 2009-09-18 | 2010-02-11 | Vossloh-Werke Gmbh | Unterlegplatte für die Befestigung 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***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 |
PE20200235A1 (es) | 2017-05-08 | 2020-02-03 | Sumitomo Chemical Co | Metodo para produccion para anhidrato de acido 1-amino ciclopropano carboxilico |
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 |
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US4616395A (en) * | 1983-06-30 | 1986-10-14 | Perini Corporation | Railroad track fixation method and apparatus |
EP0715021A1 (fr) * | 1994-11-30 | 1996-06-05 | Hochtief Aktiengesellschaft Vorm. Gebr. Helfmann | Superstructure de voie sans ballast pour au moins une voie ferrée |
EP1041201A2 (fr) * | 1999-04-01 | 2000-10-04 | BWG Butzbacher Weichenbau Gesellschaft mbH & Co. KG | Structure de support pour une section de voie ferrée |
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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 (fr) * | 1994-12-22 | 1996-06-26 | Heilit & Woerner Bau-AG | Superstructure de voie ferrée comprenant une dalle porteuse continue et des dispositifs de fixation individuels pour les rails |
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 |
-
2001
- 2001-11-07 FR FR0114400A patent/FR2831897B1/fr not_active Expired - Fee Related
-
2002
- 2002-10-21 PT PT02292596T patent/PT1310594E/pt unknown
- 2002-10-21 DK DK02292596T patent/DK1310594T3/da active
- 2002-10-21 AT AT02292596T patent/ATE389063T1/de not_active IP Right Cessation
- 2002-10-21 DE DE60225522T patent/DE60225522T2/de not_active Expired - Lifetime
- 2002-10-21 ES ES02292596T patent/ES2299552T3/es not_active Expired - Lifetime
- 2002-10-21 EP EP02292596A patent/EP1310594B1/fr not_active Expired - Lifetime
- 2002-10-24 US US10/278,981 patent/US6954974B2/en not_active Expired - Lifetime
- 2002-10-28 AU AU2002301663A patent/AU2002301663B2/en not_active Ceased
- 2002-11-01 TW TW091132431A patent/TWI281527B/zh not_active IP Right Cessation
- 2002-11-04 CA CA002410923A patent/CA2410923C/fr not_active Expired - Fee Related
- 2002-11-04 KR KR1020020067701A patent/KR100923829B1/ko not_active IP Right Cessation
- 2002-11-05 JP JP2002320768A patent/JP4116862B2/ja not_active Expired - Fee Related
- 2002-11-06 BR BR0204613-0A patent/BR0204613A/pt not_active Application Discontinuation
- 2002-11-06 MX MXPA02010918A patent/MXPA02010918A/es active IP Right Grant
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2003
- 2003-11-14 HK HK03108332A patent/HK1057772A1/xx not_active IP Right Cessation
Patent Citations (3)
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 (fr) * | 1994-11-30 | 1996-06-05 | Hochtief Aktiengesellschaft Vorm. Gebr. Helfmann | Superstructure de voie sans ballast pour au moins une voie ferrée |
EP1041201A2 (fr) * | 1999-04-01 | 2000-10-04 | BWG Butzbacher Weichenbau Gesellschaft mbH & Co. KG | Structure de support pour une section de voie ferrée |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2006043038A1 (fr) * | 2004-10-19 | 2006-04-27 | Pandrol Limited | Cale de construction de voies de chemin de fer et procede de construction de voies de chemin de fer |
Also Published As
Publication number | Publication date |
---|---|
ES2299552T3 (es) | 2008-06-01 |
JP2003184008A (ja) | 2003-07-03 |
DE60225522D1 (de) | 2008-04-24 |
FR2831897A1 (fr) | 2003-05-09 |
KR100923829B1 (ko) | 2009-10-27 |
ATE389063T1 (de) | 2008-03-15 |
DK1310594T3 (da) | 2008-06-09 |
AU2002301663B2 (en) | 2007-10-18 |
TWI281527B (en) | 2007-05-21 |
US6954974B2 (en) | 2005-10-18 |
PT1310594E (pt) | 2008-06-23 |
DE60225522T2 (de) | 2009-04-02 |
KR20030038405A (ko) | 2003-05-16 |
JP4116862B2 (ja) | 2008-07-09 |
TW200300193A (en) | 2003-05-16 |
EP1310594B1 (fr) | 2008-03-12 |
BR0204613A (pt) | 2003-09-16 |
MXPA02010918A (es) | 2004-07-16 |
CA2410923A1 (fr) | 2003-05-07 |
FR2831897B1 (fr) | 2004-05-28 |
HK1057772A1 (en) | 2004-04-16 |
CA2410923C (fr) | 2009-04-07 |
US20030085294A1 (en) | 2003-05-08 |
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