EP0676504B1 - Méthode de fabrication d'une superstructure de voie sans ballast pour au moins une voie ferrée - Google Patents

Méthode de fabrication d'une superstructure de voie sans ballast pour au moins une voie ferrée Download PDF

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Publication number
EP0676504B1
EP0676504B1 EP95104104A EP95104104A EP0676504B1 EP 0676504 B1 EP0676504 B1 EP 0676504B1 EP 95104104 A EP95104104 A EP 95104104A EP 95104104 A EP95104104 A EP 95104104A EP 0676504 B1 EP0676504 B1 EP 0676504B1
Authority
EP
European Patent Office
Prior art keywords
support plates
rail support
concrete
slab
anchoring
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
EP95104104A
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German (de)
English (en)
Other versions
EP0676504A1 (fr
Inventor
Johannes Dipl.-Ing. Dahl
Gerhard Ing.Grad. Engelke
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.)
Hochtief AG
Original Assignee
Hochtief 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 Hochtief AG filed Critical Hochtief AG
Priority to EP96108134A priority Critical patent/EP0735189B1/fr
Publication of EP0676504A1 publication Critical patent/EP0676504A1/fr
Application granted granted Critical
Publication of EP0676504B1 publication Critical patent/EP0676504B1/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
    • E01B37/00—Making, maintaining, renewing, or taking-up the ballastway or the track, not provided for in a single one of groups E01B27/00 - E01B35/00
    • 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
    • E01B9/00—Fastening rails on sleepers, or the like
    • E01B9/02—Fastening rails, tie-plates, or chairs directly on sleepers or foundations; Means therefor

Definitions

  • the invention relates to a method for producing a ballastless track system for at least one railroad track from two railroad tracks, especially for high-speed lines, on a concrete slab, which is concreted on a given substructure, which Track system has arranged on the concrete slab Support base, in the concrete slab countersunk anchoring holes in the form of Potting chambers for receiving anchors the rail support plates arranged on the support bases with recesses on the edge for the anchoring screws and arranged on the rail support plates Rail tracks made with the help of Rail support plates connected rail fastening devices attached to the rail support plates with the anchoring screws and the anchoring screw heads clamped against the rail support plates are.
  • a superstructure system of the structure described is from the Literature FR-A-2 122 863 known. You can see that proceeded as follows to manufacture this superstructure system is:
  • the concrete road is concreted.
  • the grouting chambers are placed in the concrete slab.
  • the grouting chambers are placed on the concrete carriageway slab the formwork frame for support bases surrounding the top view put on. Be inside the formwork frame Rail support plates as lost upper formwork elements arranged and adjusted. Otherwise, potting material in the formwork frame and formwork support plates formed mold space and filled it the base of the support is poured.
  • the rails are drawn in and with the rail fastening devices screwed.
  • the potting chambers are under the known measures when concreting the concrete slab recessed cavities.
  • the anchor the usual one Replacing anchor bolts are in elastomer Material embedded.
  • the support bases are molded parts made of a castable elastomeric material.
  • the invention is based on the technical problem that to set up the method described above so that it easily with the required accuracy and automatically adapted to the loads to be absorbed or can be manufactured semi-automatically.
  • the invention achieves compared to the known measures considerable improvements and simplifications, the one Promote automatic or semi-automatic manufacturing.
  • These include the introduction of the potting chambers by drilling, the use of concrete as grouting material and pre-assembling the anchors when arranging and adjusting the formwork element, wherein in this connection as indicated with a holding device is worked.
  • Fig. 1 you can see a section of a ballastless Track system 1 for at least one railroad track 2 from two railroad tracks 3.
  • the track system 1 likes In particular intended for high-speed lines be. In the exemplary embodiment, it is only a railroad track 3 drawn.
  • FIG. 1 A support base 8 can be seen in FIG. 1 and a rail support plate arranged on the support base 8 9 with marginal recesses 10 for the Anchor bolts 11. These may be holes act.
  • the anchoring screws are in the support bases 8 surrounded by an annulus.
  • rail fastening devices 12 are in the exemplary embodiment to rail fastening screws 13 with corresponding, only indicated spring elements 14.
  • the support base 8 on the concrete slab 5 has been concreted. You can also see that the support base 8 through in the potting chambers 6th introduced base concrete with the concrete slab 5 is anchored, at the same time the anchors 7 have been concreted.
  • the anchoring screws 11 are above the anchoring screw heads 15 clamped against the rail support plate 9.
  • the rail support plate 9 is a perfect fit on the support base 8 connected.
  • the anchoring screws can also be seen in FIG. 1 11 surrounding support collar 16 for the anchoring screw heads 15.
  • Support base 8 is the formwork frame 17 shown for casting the plinth base 8 was required.
  • the rail support plate 9 forms at the same time a lost formwork component for the support base 8 and is embedded in it.
  • FIG. 2 explains the method according to the invention for the ballastless superstructure system, which is partially shown in FIG. 1 and explained for FIG. 1 is. It can be seen in FIG. 2 that initially a Concrete slab 5 was concreted, with the help a paver 18, a paver in road construction is similar. Following this, a concreting car 19 and an automatic grinding machine 20 can work.
  • the introduction of the potting chambers 6 in the support base and in the concrete slab 5 is done with a corresponding one Automatic drills 21. With this can simultaneously the holes were also cleaned and dried will. Following this with an automatic plate setting machine 22 to the support bases 8 to be manufactured already mentioned formwork frame 17 set. At the same time the rail support plates are placed and adjusted 9. The plate setting machine 22 does all of this with concrete pouring device. The retraction is followed and screwing the railroad tracks 3 to the Rail fastening devices 12, what a special Rail setting machine 23 is provided.
  • the potting chambers 6 by drilling placed in the concrete slab.
  • the Formwork frame 17 for the support base 8 in plan view considers the potting chambers 6 surrounding, on the Concrete slab 5 placed.
  • the rail support plates 9 as lost upper formwork elements arranged within the formwork frame 17, after the anchoring dowels 7 in the rail support plates 9 were used. They also include in the grouting chambers 6 in the concrete slab 5.
  • the grouting concrete is poured into the the formwork frame 17 and the rail support plates 9 Forming space formed above the concrete carriageway slab 5. So the base 8 is concreted at the same time, concreting the anchoring dowels 7 and anchoring the support base 8 with the rail support plates 9 and the concrete slab 5. Then the Rail tracks 3 retracted and with the rail fastening device 12 screwed.
  • Fig. 2 shows that the automatic or semi-automatic working machine units 21, 22 and 23 functionally interconnected to a production train can be.
  • FIG. 3 shows details of the automatic plate setting machine 22.
  • the automatic plate setting 22 implementable frames 24 that can be temporarily fixed on the concrete carriageway 5 in such a way that they are precisely aligned to the finished track level can be.
  • On the frame 24 there are fixing and Adjusting pliers 25 with rail-like holding pieces 26 or similar devices.
  • the railroad tracks 3 are in End direction fed endlessly and in the machine unit 23 adjusted and with the rail support plate 9 screwed.
  • the hardening process of the built-in Mortar is usually dependent on the strength-building Components and the temperature of the mortar and the area of the concrete carriageway surrounding it.
  • the automatic plate setting machine 22 can therefore devices for influencing the temperature. These can also precede or downstream.
  • the plate setting machine 22 has several of the described frames 24, which are also in a row can be arranged and in different Work cycle can work. 3 are two of these frames 24 are shown.
  • the measures according to the invention are also important if on railroad tracks 3, the ballast-free on a Concrete carriageway slab 5 are mounted to carry out repairs are where only the rail supports to be replaced with components 8, 9 and 12. In one in such cases it is possible to repair between those in need of repair Set new rail supports.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Railway Tracks (AREA)
  • Road Paving Structures (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Train Traffic Observation, Control, And Security (AREA)
  • Road Paving Machines (AREA)
  • Superconductors And Manufacturing Methods Therefor (AREA)
  • Metal Rolling (AREA)
  • Pressure Welding/Diffusion-Bonding (AREA)
  • Revetment (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Claims (3)

  1. Procédé de réalisation d'un système de superstructure (1) sans ballast pour au moins une voie ferrée composée de deux rails de chemin de fer (3) en particulier pour des lignes à grande vitesse, sur une dalle en béton (5) qui est bétonnée sur une infrastructure (4) donnée, le système de superstructure (1) comprenant
    des socles d'appui (8) en béton, disposés sur la dalle en béton (5),
    des trous de chevilles d'ancrage ménagés dans la dalle en béton (5) sous la forme de logements de scellement (6) pour des chevilles à scellement (7),
    des plaques d'appui de rail (9) disposées sur les socles d'appui (8) et présentant sur les bords des évidements (10) pour les vis d'ancrage (11), et
    des rails de chemin de fer (3) disposées sur les plaques d'appui de rail (9) et fixées aux plaques d'appui de rail (9) à l'aide de dispositifs d'attache (12) reliés aux plaques d'appui de rail (9),
    les vis d'ancrage (11) étant serrées par leurs têtes (15) contre les plaques d'appui de rail (9), procédé comprenant les étapes suivantes :
    1.1. réalisation des logements de scellement (6) dans la dalle en béton (5) par forage,
    1.2. pose, sur la dalle en béton (5), de cadres de coffrage (17) pour les socles d'appui (8), ces cadres entourant les logements de scellement (6) en vue de dessus,
    1.3. prémontage des chevilles à scellement (7) sur les plaques d'appui de rail (9)
    1.4. mise en place et réglage des plaques d'appui de rail (9) avec les chevilles à scellement (7) prémontées, en tant qu'éléments de coffrage supérieures, perdues, à l'intérieur des cadres de coffrage (17),
    1.5. réalisation des socles d'appui (8) et remplissage des logements de scellement (6) par coulée de béton en tant que matériau de scellement dans la cavité de moule constituée par les cadres de coffrage (7) et les plaques d'appui de rail (9),
    1.6. enfilage des rails et leur fixation à l'aide des dispositifs d'attache de rail (12),
    la réalisation des logements de scellement (6), la pose des cadres de coffrage (17), la mise en place et le réglage des plaques d'appui de rail (9) ainsi que la coulée du matériau de
    scellement étant effectués à l'aide de machines (21, 22, 23) mobiles à fonctionnement automatique ou semi-automatique qui présentent un dispositif de support pour la mise en place et le réglage des éléments de coffrage (17) .
  2. Procédé suivant la revendication 1, suivant lequel l'enfilage des rails (3) et leur fixation s'effectuent à l'aide de machines mobiles, (21, 22, 23) à fonctionnement automatique ou semi-automatique.
  3. Procédé suivant la revendication 1, ou 2, suivant lequel les machines (21, 22, 23) à fonctionnement automatique ou semi-automatique sont couplées au moins fonctionnellement sous forme de train de fabrication.
EP95104104A 1994-04-07 1995-03-21 Méthode de fabrication d'une superstructure de voie sans ballast pour au moins une voie ferrée Expired - Lifetime EP0676504B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP96108134A EP0735189B1 (fr) 1994-04-07 1995-03-21 Méthode de production d'une superstructure de voie sans ballast pour au moins une voie ferrée

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE4411889A DE4411889A1 (de) 1994-04-07 1994-04-07 Schotterloses Oberbausystem für zumindest ein Eisenbahngleis und Verfahren zur Herstellung
DE4411889 1994-04-07

Related Child Applications (1)

Application Number Title Priority Date Filing Date
EP96108134A Division EP0735189B1 (fr) 1994-04-07 1995-03-21 Méthode de production d'une superstructure de voie sans ballast pour au moins une voie ferrée

Publications (2)

Publication Number Publication Date
EP0676504A1 EP0676504A1 (fr) 1995-10-11
EP0676504B1 true EP0676504B1 (fr) 1998-04-08

Family

ID=6514763

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Application Number Title Priority Date Filing Date
EP95104104A Expired - Lifetime EP0676504B1 (fr) 1994-04-07 1995-03-21 Méthode de fabrication d'une superstructure de voie sans ballast pour au moins une voie ferrée
EP96108134A Expired - Lifetime EP0735189B1 (fr) 1994-04-07 1995-03-21 Méthode de production d'une superstructure de voie sans ballast pour au moins une voie ferrée

Family Applications After (1)

Application Number Title Priority Date Filing Date
EP96108134A Expired - Lifetime EP0735189B1 (fr) 1994-04-07 1995-03-21 Méthode de production d'une superstructure de voie sans ballast pour au moins une voie ferrée

Country Status (8)

Country Link
EP (2) EP0676504B1 (fr)
CN (1) CN1131351C (fr)
AT (2) ATE164897T1 (fr)
CZ (2) CZ285120B6 (fr)
DE (3) DE4411889A1 (fr)
ES (2) ES2114752T3 (fr)
PL (1) PL177215B1 (fr)
RU (1) RU2148685C1 (fr)

Families Citing this family (23)

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Publication number Priority date Publication date Assignee Title
DE4436260C2 (de) * 1994-10-11 2003-04-30 Zueblin Ag Verfahren zur Befestigung von Gleisen im schotterlosen Eisenbahnoberbau und Vorrichtung zur Durchführung dieses Verfahrens
AT409392B (de) * 1996-01-26 2002-07-25 Zueblin Ag Verfahren zur herstellung eines schotterlosen oberbaus
DE59700390D1 (de) * 1996-01-26 1999-10-07 Weiss Gmbh & Co Leonhard Verfahren und einrichtung zur herstellung eines schotter- und schwellenlosen bahngleises
DE19616648C1 (de) * 1996-04-26 1997-05-22 Hochtief Ag Hoch Tiefbauten Vorrichtung zur höhenpositionsgenauen Herstellung eines Betonkörpers auf der Oberfläche einer Betonplatte, insbesondere für feste Fahrbahnen aus Beton für den Schienenverkehr
DE19616649C1 (de) * 1996-04-26 1997-05-22 Hochtief Ag Hoch Tiefbauten Vorrichtung zur höhenpositionsgenauen Herstellung eines Betonkörpers auf der Oberfläche einer Betonplatte, insbesondere für feste Fahrbahnen aus Beton für den Schienenverkehr
DE19627672C2 (de) * 1996-07-10 1999-02-18 Hochtief Ag Hoch Tiefbauten Verfahren zur Herstellung einer mit Schienenauflagerelementen aus Beton versehenen Betonfahrbahnplatte einer Schnellfahrbahnstrecke und Verbundankersetzmaschine zur Durchführung des Verfahrens
DE19808812C2 (de) * 1996-09-24 2000-06-08 Zueblin Ag Verfahren zur Herstellung einer festen Fahrbahn
DE19705267C1 (de) * 1997-02-12 1998-09-10 Zueblin Ag Verfahren zum Steuern eines fahrbaren Geräteträgers für den Bau einer festen Fahrbahn
DE19824396C1 (de) * 1998-05-30 1999-09-30 Hochtief Ag Hoch Tiefbauten Verfahren zum Herstellen eines schotterlosen Oberbausystems für zumindest ein Eisenbahngleis aus zwei Eisenbahnschienen, insbesondere für Hochgeschwindigkeitsstrecken und dabei verwendbare Vorrichtung
DE19824395C1 (de) * 1998-05-30 1999-07-22 Hochtief Ag Hoch Tiefbauten Verfahren zum Herstellen eines schotterlosen Oberbausystems für zumindest ein Eisenbahngleis aus zwei Eisenbahnschienen, insbesondere für Hochgeschwindigkeitsstrecken und dabei verwendbare Vorrichtung
DE19824397C1 (de) * 1998-05-30 1999-07-29 Hochtief Ag Hoch Tiefbauten Verfahren und Vorrichtung zum Herstellen eines schotterlosen Oberbausystems für zumindest ein Eisenbahngleis aus zwei Eisenbahnschienen, insbesondere für Hochgeschwindigkeitsstrecken
DE19915763B4 (de) * 1999-02-20 2008-11-20 Ed. Züblin Ag Verfahren zum Einbringen von Schwellen in feste Fahrbahnen mit Hilfe taschenförmiger Vertiefungen
DE10054041A1 (de) * 2000-10-31 2002-05-08 Joerg Schwarzbich Verfahren zur Herstellung eines Schienenunterbaus
DE10226407A1 (de) 2002-06-13 2003-12-24 Boegl Max Bauunternehmung Gmbh Verfahren und Vorrichtung zur Herstellung eines präzisen Betonfertigteiles
DE10310754B4 (de) * 2003-01-28 2006-01-26 Naumburger Bauunion Gmbh & Co. Bauunternehmung Kg Verfahren zur Herstellung einer festen Schienenfahrbahn; Feste Schienenfahrbahn
DE10328895A1 (de) * 2003-06-26 2005-01-20 Rte Technologie Gmbh Verfahren zum Herstellen einer Gleisfahrbahn für Schienenfahrzeuge
GR1004786B (el) * 2003-11-24 2005-01-25 Γεωργιος Ντινοπουλος Σταθερη επιδομη χωρις στρωτηρες με σκυροδετηση μετα τη ρυθμιση
EP2468954A1 (fr) * 2010-12-27 2012-06-27 Sonneville AG Procédé de fabrication d'un chemin de fer sans ballast pour véhicules sur rails dotée d'une voie de sauvetage pour véhicules routiers
DE102012103001A1 (de) * 2012-04-05 2013-10-10 Rte Technologie Gmbh Feste Fahrbahn für Schienenfahrzeuge sowie Schienenbefestigungselement für eine feste Fahrbahn
RU2497996C1 (ru) * 2012-05-11 2013-11-10 Федеральное государственное бюджетное образовательное учреждение высшего профессионального образования "Петербургский государственный университет путей сообщения" Способ изготовления системы верхнего строения пути
CN107905046A (zh) * 2017-11-10 2018-04-13 成都天府轨谷科技有限公司 轨道变形调整装置及应用所述装置的磁浮铁路轨道
CN109944618A (zh) * 2019-03-20 2019-06-28 中铁十六局集团第二工程有限公司 一种无砟轨道胀锚螺栓孔道定位装置
CN115627665B (zh) * 2022-12-06 2023-03-21 中国铁路设计集团有限公司 一种快速支撑的整体装配式预制轨道结构施工方法

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DE3413417A1 (de) * 1984-04-10 1985-10-17 Klöckner & Co KGaA, 4100 Duisburg Schwellenlose schienenbefestigung

Also Published As

Publication number Publication date
ES2114752T3 (es) 1998-06-01
CZ285140B6 (cs) 1999-05-12
CN1112624A (zh) 1995-11-29
DE59501846D1 (de) 1998-05-14
ATE164898T1 (de) 1998-04-15
EP0735189A1 (fr) 1996-10-02
CN1131351C (zh) 2003-12-17
CZ42798A3 (cs) 1999-05-12
PL308045A1 (en) 1995-10-16
RU95105171A (ru) 1997-02-20
ATE164897T1 (de) 1998-04-15
CZ87795A3 (en) 1995-12-13
DE4411889A1 (de) 1995-10-12
EP0735189B1 (fr) 1998-04-08
RU2148685C1 (ru) 2000-05-10
DE59501812D1 (de) 1998-05-14
ES2114705T3 (es) 1998-06-01
CZ285120B6 (cs) 1999-05-12
PL177215B1 (pl) 1999-10-29
EP0676504A1 (fr) 1995-10-11

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