EP2740842B1 - Procédé de transformation d'une voie ballastée dans une voie de circulation fixe - Google Patents

Procédé de transformation d'une voie ballastée dans une voie de circulation fixe Download PDF

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Publication number
EP2740842B1
EP2740842B1 EP12196118.9A EP12196118A EP2740842B1 EP 2740842 B1 EP2740842 B1 EP 2740842B1 EP 12196118 A EP12196118 A EP 12196118A EP 2740842 B1 EP2740842 B1 EP 2740842B1
Authority
EP
European Patent Office
Prior art keywords
sleepers
rails
section
concrete
ballast
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.)
Active
Application number
EP12196118.9A
Other languages
German (de)
English (en)
Other versions
EP2740842A1 (fr
Inventor
Martin Fink
Marco Habegger
Peter Laborenz
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.)
Sonneville AG
Original Assignee
Sonneville AG
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 Sonneville AG filed Critical Sonneville AG
Priority to EP12196118.9A priority Critical patent/EP2740842B1/fr
Priority to PL12196118T priority patent/PL2740842T3/pl
Priority to DK12196118.9T priority patent/DK2740842T3/en
Priority to ES12196118.9T priority patent/ES2649963T3/es
Priority to CA2834100A priority patent/CA2834100A1/fr
Priority to US14/087,093 priority patent/US9260821B2/en
Priority to IL229620A priority patent/IL229620B/en
Priority to SG2013088653A priority patent/SG2013088653A/en
Priority to BR102013031183-9A priority patent/BR102013031183B1/pt
Priority to ARP130104557A priority patent/AR093853A1/es
Priority to RU2013154075A priority patent/RU2641572C2/ru
Priority to KR1020130152615A priority patent/KR102164162B1/ko
Publication of EP2740842A1 publication Critical patent/EP2740842A1/fr
Application granted granted Critical
Publication of EP2740842B1 publication Critical patent/EP2740842B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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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
    • E01B29/00—Laying, rebuilding, or taking-up tracks; Tools or machines therefor
    • E01B29/02—Transporting, laying, removing, or renewing lengths of assembled track, assembled switches, or assembled crossings
    • 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
    • E01B1/001—Track with ballast
    • 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
    • E01B1/004—Ballastless track, e.g. concrete slab trackway, or with asphalt layers with prefabricated elements embedded in fresh concrete or asphalt
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2/00—General structure of permanent way
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B27/00—Placing, renewing, working, cleaning, or taking-up the ballast, with or without concurrent work on the track; Devices therefor; Packing sleepers
    • E01B27/04—Removing the ballast; Machines therefor, whether or not additionally adapted for taking-up ballast
    • 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
    • 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
    • E01B29/06—Transporting, laying, removing or renewing sleepers
    • 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
    • E01B29/06—Transporting, laying, removing or renewing sleepers
    • E01B29/09—Transporting, laying, removing or renewing sleepers under, or from under, installed rails
    • E01B29/10—Transporting, laying, removing or renewing sleepers under, or from under, installed rails for inserting or removing sleepers

Definitions

  • the invention relates to a method for converting a ballast track in a fixed lane.
  • the increasing traffic density on the railway networks calls for ever shorter interruptions for the maintenance and renewal of the roadways.
  • the method described above is not suitable for a conversion in short stretches with short interruptions of the trafficability.
  • the present invention seeks to propose a method for converting a ballast track in a solid lane, the be carried out on short stretches and consequently in relatively short periods of time, such that the track between these periods is passable.
  • This solution according to the invention has the particular advantage that by removing ballast in a section extending over several thresholds, space is created for the erection of a fixed roadway without the position of the rails having to be changed for this purpose. After inserting the supports, the track is already passable again, so that the route in question does not have to remain locked until all process steps have been carried out. Since the supports are adjustable, no additional adjustment must be installed for the exact vertical adjustment of the rails.
  • FIG. 1 shows as a starting state of the method arranged in a concrete trough 1 ballast track with lying in a bed of ballast 2 sleepers 3, for example wooden sleepers and thereon fastened by means of fastening devices 4 rails 5.
  • the threshold distance is for example 60 centimeters.
  • FIG. 2 a state is shown in which removed in a section 6 a part of the ballast 2 was, so that in this section 5, the underside of the sleepers 3 no longer rests on ballast 2, but hang the sleepers 3 on the rails 5.
  • the length of the section 6 is chosen so that the rails in this section practically do not sag.
  • thresholds 3 were first pushed together in the state shown four of them to one end of the track section 6, after previously the fasteners 4 have been solved only so far that the sleepers 3 along the rails 5 to this suspended hanging.
  • FIG. 3 shows a state in which within the route section 6 one of the unchanged resting in the ballast 2 threshold 3 right in the picture to the collapsed thresholds left in the picture reaching working section 7 was completely freed and cleaned to the bottom of the concrete trough 1 from the gravel.
  • the removal of the ballast can be done by mechanical or pneumatic means, such as a suction device. In principle, it is also possible to completely remove the ballast in a single operation, but the stepwise procedure described has the advantage that after pushing together or removing the thresholds 3, the remaining ballast is much more accessible.
  • At both ends of the working section 7 were temporary formwork used to retain the remaining ballast 2, of which only the formwork 8 is visible in the figure.
  • FIG. 4 is to recognize a situation in which a prefabricated threshold unit, consisting of a concrete slab 9 with four in the example arranged on concrete blocks 10 fastening devices 11 was deposited for the rails 5 between the rails 5 on the ground.
  • the inventive method is not limited to the illustrated threshold units, but can also be performed with single block sleepers or sleepers with two attachment devices, one for each rail. Since the concrete slab 9 with its shorter side between the rails 5 place, could also this drop the concrete slab 9 without spreading the rails 5 done.
  • FIG. 9 Reference is made, which is a threshold unit consisting of a concrete slab 9 with four arranged on concrete blocks 10 fastening devices 11 in perspective in one opposite FIG. 4 enlarged scale shows.
  • the concrete blocks 10 are inserted with the interposition of rubber shoes not visible in the figure in the concrete slab 9.
  • the rubber shoes for example, as in the patent CH695698 may be shown formed and between the rubber boot and the bottom surface of the concrete block 10 may each be arranged an elastic insert.
  • recesses 12 are arranged, whose function later in connection with FIG. 5 is described.
  • a drainage channel 13 In the middle of the concrete slab 9, a drainage channel 13 to be arranged parallel to the rails can be seen.
  • threaded sleeves 14 are provided for temporary screwing not shown, supported on the ground screws to allow the concrete slab. 9 to raise, to position exactly vertically and to hold in the vertical position to the desired early strength of the grouting concrete 24 described below.
  • 15 laying sleeves are referred to, which may also be formed as threaded sleeves and serve to screw in lifting aids such as eyebolts.
  • the concrete slab 9 was opposite the position of FIG. 4 rotated 90 degrees, lifted and fastened with the fasteners 11 to the rails 5.
  • the concrete slab 9 is initially positioned at a distance above the ground on the rails 5.
  • two supports 17 are placed on the ground in such a way that they come to lie in the recesses 12 of the concrete slab 9 fastened to the slips 5, without touching the concrete slab 9.
  • the recesses 12 allow adjacent concrete slabs 9 to be placed very close to one another.
  • the FIGS. 10 and 11 show a designated 17 as a whole support.
  • a conical concrete body 18 forms a base on which a first plate 19 rests, having on its underside a recess in which the top of the concrete body 18 fits, so that the plate 19 is positioned exactly on the concrete body 18 and can not slip sideways ,
  • a support plate 20 is supported by spindles 22. By turning the spindles 22, the distance between the plates 19 and 20 is adjustable.
  • cams 21 are arranged, which serve to receive heads of hook bolts, with which provisional rail fasteners are connected to the rails 5.
  • a arranged on the support plate 20 fork 23 is used to attach a lateral adjusting spindle 16, as in the FIGS. 5 to 7 are shown.
  • FIG. 6 shows the situation of FIG. 5 in a cross section.
  • the supports 17 can be seen, which extend into the lateral recesses 12 of two adjacent in the track direction of concrete slabs 9. If the track in this situation must be temporarily passable by trains, 8 more supports 17 can be installed in the free area between the concrete slab and the formwork, which absorb the loads.
  • FIG. 7 shows the situation after pouring two concrete slabs 9 with a possible dwindle-free grouting concrete 24, for example from the company Concretum or equivalent.
  • the threaded spindles with which the concrete slab 9 is held in its vertical position, are unscrewed from the threaded sleeves 14.
  • the units consisting of the upper plates 20 and the lower plates 19 are removed by first of all bringing the upper plates 20 closer to the lower plates 19 by turning the spindles 22 and then moving the units from the into the Roadway remaining concrete bodies 18 are removed.
  • the track rests on the fastening devices 11 and the sleeper blocks 10 can sink freely under a train journey with respect to the concrete slab 9.
  • the adjusting spindles 16 are still removed.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)

Claims (9)

  1. Procédé pour la transformation d'une voie ballastée, constituée d'un lit de ballast (2) qui repose sur un sol ferme et sur lequel reposent des traverses (3) auxquelles sont fixés des rails (5) au moyen de fixations (4), en une voie sans ballast, caractérisé par les étapes de procédé suivantes
    - du ballast (2) est enlevé dans un tronçon (6) qui s'étend sur plusieurs traverses (3),
    - dans le tronçon (6), un premier nombre de traverses (3) sont enlevées après avoir détaché les fixations (4),
    - (6), des blochets (10) sont insérés, positionnés verticalement et fixés aux rails (5),
    - dans le tronçon (6) sont posés des supports (17) temporaires verticalement réglables sur lesquels reposent les rails (5) et s'appuient sur le sol,
    - dans une zone qui s'étend dans la direction des rails sur un nombre de blochets (10), du béton de remplissage (24) est introduit à partir du sol jusqu'à une partie au moins de la hauteur des blochets (10),
    - après le durcissement au moins partiel du béton de remplissage (24), au moins une partie (19, 20) de chaque support (17) placé entre deux blochets (10) respectifs dans la direction des rails est enlevée.
  2. Procédé selon la revendication 1, caractérisé en ce qu'avant d'enlever le premier nombre de traverses (3), un deuxième nombre de traverses (3) sont poussées vers l'une des extrémités du tronçon (6) après avoir desserré leurs fixations (4).
  3. Procédé selon la revendication 2, caractérisé en ce que le ballast (2) est d'abord enlevé jusqu'à un niveau en-dessous de la surface de contact des traverses (3) et le ballast (2) restant est enlevé jusqu'au sol dans une zone (7) libre de traverses après avoir repoussé le deuxième nombre de traverses (3).
  4. Procédé selon la revendication 2, caractérisé en ce qu'afin de les enlever, le premier nombre de traverses (3) sont tournées dans la direction longitudinale des rails (5) et soulevées hors des rails (5).
  5. Procédé selon l'une des revendications 3 à 4, caractérisé en ce qu'à l'une des extrémités au moins du tronçon (7) libre de traverses, un coffrage (8) temporaire est installé pour retenir le ballast (2) restant à l'extérieur dudit tronçon (7) libre de traverses.
  6. Procédé selon l'une des revendications précédentes, caractérisé en ce qu'au moins deux blochets (10) sont posés dans une dalle en béton (9) respective et mis en place avec la dalle en béton (9).
  7. Procédé selon la revendication 6, caractérisé en ce que les dalles en béton (9) sont mises en place en les abaissant entre les rails (5) alors qu'elles sont orientées en direction longitudinale des rails (5) et en les tournant sous les rails (5).
  8. Procédé selon l'une des revendications précédentes, caractérisé en ce qu'avant d'introduire le béton de remplissage (24), l'espace à couler est cloisonné par des coffrages.
  9. Procédé selon l'une des revendications précédentes, caractérisé en ce qu'après le durcissement du béton de remplissage (24), les traverses (3) auparavant repoussées sont de nouveau écartées et du ballast est bourré sous celles-ci.
EP12196118.9A 2012-12-07 2012-12-07 Procédé de transformation d'une voie ballastée dans une voie de circulation fixe Active EP2740842B1 (fr)

Priority Applications (12)

Application Number Priority Date Filing Date Title
EP12196118.9A EP2740842B1 (fr) 2012-12-07 2012-12-07 Procédé de transformation d'une voie ballastée dans une voie de circulation fixe
PL12196118T PL2740842T3 (pl) 2012-12-07 2012-12-07 Sposób przebudowy torowej nawierzchni podsypkowej na nawierzchnię bezpodsypkową
DK12196118.9T DK2740842T3 (en) 2012-12-07 2012-12-07 Method of converting a ballast track to a fixed track
ES12196118.9T ES2649963T3 (es) 2012-12-07 2012-12-07 Procedimiento para convertir una vía sobre balasto en una vía sólida
US14/087,093 US9260821B2 (en) 2012-12-07 2013-11-22 Method for converting a ballasted track into a slab track
CA2834100A CA2834100A1 (fr) 2012-12-07 2013-11-22 Methode de conversion d'une voie ballastee en une voie sans ballast
IL229620A IL229620B (en) 2012-12-07 2013-11-26 A method of converting a gravel track to a slab track
SG2013088653A SG2013088653A (en) 2012-12-07 2013-11-29 Method for converting a ballasted track into a slab track
BR102013031183-9A BR102013031183B1 (pt) 2012-12-07 2013-12-04 método para converter via lastrada em via em laje
ARP130104557A AR093853A1 (es) 2012-12-07 2013-12-06 Metodo para la conversion de una via con balasto en una via sobre losa
RU2013154075A RU2641572C2 (ru) 2012-12-07 2013-12-06 Способ превращения колеи на основании из балласта в колею на основании из плит
KR1020130152615A KR102164162B1 (ko) 2012-12-07 2013-12-09 자갈이 깔린 궤도를 슬래브 궤도로 변환하는 방법

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP12196118.9A EP2740842B1 (fr) 2012-12-07 2012-12-07 Procédé de transformation d'une voie ballastée dans une voie de circulation fixe

Publications (2)

Publication Number Publication Date
EP2740842A1 EP2740842A1 (fr) 2014-06-11
EP2740842B1 true EP2740842B1 (fr) 2017-09-27

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EP12196118.9A Active EP2740842B1 (fr) 2012-12-07 2012-12-07 Procédé de transformation d'une voie ballastée dans une voie de circulation fixe

Country Status (12)

Country Link
US (1) US9260821B2 (fr)
EP (1) EP2740842B1 (fr)
KR (1) KR102164162B1 (fr)
AR (1) AR093853A1 (fr)
BR (1) BR102013031183B1 (fr)
CA (1) CA2834100A1 (fr)
DK (1) DK2740842T3 (fr)
ES (1) ES2649963T3 (fr)
IL (1) IL229620B (fr)
PL (1) PL2740842T3 (fr)
RU (1) RU2641572C2 (fr)
SG (1) SG2013088653A (fr)

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CN109468892A (zh) * 2018-11-16 2019-03-15 西南交通大学 一种轨道结构及其铺设方法
JP7413126B2 (ja) 2020-03-31 2024-01-15 中国塗料株式会社 スラブ式軌道のセメントアスファルトモルタル層保護用樹脂組成物、スラブ式軌道のセメントアスファルトモルタル層の保護方法、および、スラブ式軌道
JP7403805B2 (ja) 2020-04-02 2023-12-25 株式会社アレン スラブ式軌道補修用のテープロール、その製造方法及び、スラブ式軌道の補修型枠設置方法
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Also Published As

Publication number Publication date
CA2834100A1 (fr) 2014-06-07
IL229620A0 (en) 2014-03-31
IL229620B (en) 2018-05-31
BR102013031183A2 (pt) 2014-09-16
US9260821B2 (en) 2016-02-16
DK2740842T3 (en) 2018-01-08
BR102013031183B1 (pt) 2020-12-29
KR102164162B1 (ko) 2020-10-13
EP2740842A1 (fr) 2014-06-11
KR20140074244A (ko) 2014-06-17
RU2013154075A (ru) 2015-06-20
US20140158785A1 (en) 2014-06-12
PL2740842T3 (pl) 2018-04-30
SG2013088653A (en) 2014-07-30
RU2641572C2 (ru) 2018-01-18
ES2649963T3 (es) 2018-01-16
AR093853A1 (es) 2015-06-24

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