EP0735189B1 - Méthode de production d'une superstructure de voie sans ballast pour au moins une voie ferrée - Google Patents

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

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Publication number
EP0735189B1
EP0735189B1 EP96108134A EP96108134A EP0735189B1 EP 0735189 B1 EP0735189 B1 EP 0735189B1 EP 96108134 A EP96108134 A EP 96108134A EP 96108134 A EP96108134 A EP 96108134A EP 0735189 B1 EP0735189 B1 EP 0735189B1
Authority
EP
European Patent Office
Prior art keywords
concrete
support plates
slab
supporting bases
rail support
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
EP96108134A
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German (de)
English (en)
Other versions
EP0735189A1 (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
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Filing date
Publication date
Application filed by Hochtief AG filed Critical Hochtief AG
Publication of EP0735189A1 publication Critical patent/EP0735189A1/fr
Application granted granted Critical
Publication of EP0735189B1 publication Critical patent/EP0735189B1/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 manufacturing a ballastless track system for at least one Railway track from two railroad tracks, in particular for high-speed lines, on a concrete slab, which is concreted on a specified base is, - arranged on the concrete carriageway slab Support bases made of concrete for the railway track, with anchor dowel holes countersunk in the concrete carriageway slab in the form of potting chambers for reception of anchoring dowels, with on the support bases arranged recesses for the anchoring screws and arranged on the rail support plates
  • Rail support plates connected rail fastening devices attached to the rail support plates are, the anchoring screws and the Anchor screw heads against the rail support plates are tense.
  • the term system denotes a defined ordering principle for those belonging to the system Components.
  • the substructure a specified degree of compaction for the concrete slab having the requirements of a also specified quality assurance program enough.
  • the requirement criteria are mostly for everyone ballastless superstructure systems the same.
  • the concrete slab is a reinforcement, e.g. Legs Fiber reinforcement.
  • a ballastless superstructure system (DE 39 01 347 A1) is a Prefabricated track yoke, which consists of the rails and the thresholds of the railroad track, and this is supported on the concrete slab. If necessary the Gleisjoch is adjusted. The Gleisjoch is above the concrete slab between the sides Limits cast in concrete, the Grouting concrete fills the threshold gap. To the concrete slab is to be pulled up to the side Be provided with concrete edge beams. This is expensive because the rails of the railroad track first to the Gleisjoch must be assembled and this bulky aggregate manipulated, set down and adjusted must be carried out before the concrete is poured can be.
  • the invention is based on the technical problem a process for the production of a track system of the structure described at the beginning and the beginning Specify the intended purpose, which is characterized by simplicity and especially for one largely automated production of the track system suitable is.
  • a track system for at least one railroad track which Features of the track system described at the beginning, is known (FR-A-21 22 863).
  • This superstructure system is operated as follows: The Concrete road is concreted. In the concrete slab the potting chambers are introduced. On the concrete slab the potting chambers are in top view surrounding formwork frame for support base. Inside the formwork frames are rail support plates arranged as lost upper formwork elements and adjusted. For the rest, potting material in the from Formwork frame and the formwork support plates formed Filled the mold space and the casting takes place Support base. The rails are drawn in and with screwed to the rail fastening devices. The Grouting chambers are used when concreting the concrete carriageway slab recessed cavities.
  • the Potting compound is a pourable synthetic material which has a certain elasticity, e.g. thermal is curable, and adheres to the contact surface. It can be polyurethane or epoxy resin act with sufficient elasticity. Even the anchors, replace the usual anchoring screws embedded elastomeric material.
  • the method according to the invention can and will automatically or semi-automatic, mobile machine units worked. According to a preferred embodiment the invention can also pull and Screw the rails with an automatic or semi-automatic, mobile machine unit be performed.
  • the invention is based on the knowledge that at a ballastless track system on prefabrication a track yoke or prefabricated sleepers Reinforced concrete can be dispensed with, and that too Sufficiently elastic support base formed by elastomers are not required if in accordance with the process according to the invention is carried out. It will made in situ on the concrete slab from in-situ concrete Support base and rail support plates made of steel combined as integral parts are included in the support base and on known, in potting chambers of the concrete slab anchoring dowels concreted in a functional fusion the support base, the rail support plates and thus the rails with their rail fastening devices and the concrete slab, so that this unit meets all requirements and Strains are sufficient. It is understood that the Elements of the superstructure system according to the demands be interpreted.
  • the grouting concrete from which the support base will exist in general composed that he in strength terms meets all requirements.
  • the expression grouting concrete also includes mortars of appropriate strength.
  • 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 especially for high speed lines be determined. It is in the embodiment just drawn a railroad track 3.
  • FIG. 1 Support base 8 and one on the support base 8 arranged rail mounting plate 9 with edge Recesses 10 for the anchoring screws 11. It may be holes.
  • the anchoring screws 11 are surrounded by annuli.
  • rail fastening devices 12 On the rail support plate 9 is the railroad track 3 arranged with the help of with the Rail support plate 9 connected rail fastening devices 12 on the rail support plate 9 is attached.
  • Rail fastening devices 12 is in the exemplary embodiment Rail fastening screws 13 with corresponding only indicated spring elements 14.
  • the support base 8 on the concrete slab 5 has been concreted.
  • the Anchoring screws 11 are over the anchoring screw heads 15 against the rail support plate 9 tense.
  • the rail support plate 9 is a perfect fit the support base 8 connected. You can see in the Fig. 1 also surrounding the anchoring screws 11 Support collar 16 for the anchoring screw heads 15.
  • the support base 8 shown in FIG. 1 is from surrounded a formwork frame 17.
  • the rail support plate 9 also forms part of the invention lost formwork component for the support base 8 and is embedded in it.
  • Fig. 2 explains the manufacturing process for the Ballastless track system according to the invention, which shown in detail in Fig. 1 and to Fig. 1 has been explained. It was initially a concrete slab 5 concreted, with the help of a Paver 18, similar to a paver used in road construction is. This is followed by concreting the support base 8 on the previously concrete slab 5, fresh in fresh. To that extent a concreting car 19 worked. If the support base 8 are hardened, there is an exact height and position Sand the support base. To do this, use an automatic grinding machine 20 worked.

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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)
  • Road Paving Machines (AREA)
  • Train Traffic Observation, Control, And Security (AREA)
  • Revetment (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Superconductors And Manufacturing Methods Therefor (AREA)
  • Metal Rolling (AREA)
  • Pressure Welding/Diffusion-Bonding (AREA)

Claims (2)

  1. Procédé de réalisation d'un système de superstructure (1) sans ballast pour une moins une voie ferrée (2) composéc 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 comprenant des socles d'appui (8) en béton pour la voie (2), disposés sur la dalle en béton (5), des trous ménagés dans la dalle en béton (5) sous la forme de logements (6) pour le scellement de chevilles d'ancrage (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) disposés sur les plaques d'appui de rail (9) et fixées aux plaques d'appui de rail (9) à l'aide de dispositifs d'attache de rail (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. pose de cadres de coffrage (17) pour les socles d'appui (8) et bétonnage des socles d'appui (8) à l'aide de béton de scellement, frais sur frais, sur la dalle en béton (5) venant d'être bétonnée,
    1.2. meulage des socles d'appui (8) pour l'ajustement en hauteur et en position,
    1.3. réalisation des logements de scellement (6) dans les socles d'appui (8) et la dalle en béton (5), par forage,
    1.4, introduction des chevilles d'ancrage (7) dans les logements de scellement (6) et remplissage des logements de scellement (6) à l'aide de béton de scellement,
    1.5. pose et réglage des plaques d'appui de rail (9),
    1.6. pose des rails (3) ainsi que serrage et fixation des rails (3) à l'aide des dispositifs d'attache de rail (12),
    la pose des cadres de coffrage (17) pour les socles d'appui (8), le bétonnage des socles d'appui (8), le meulage des socles d'appui (8), le forage des logements de scellement (6) ainsi que la mise cn place, le réglage et la fixation des plaques d'appui de rail (9) étant effectués à l'aide de machines (18 - 24) mobiles à fonctionnement automatique ou semi-automatique.
  2. Procédé suivant la revendication 1, l'enfilage et la fixation des rails (3) étant également effectués à l'aide d'une machine (23) mobile, à fonctionnement automatique ou semi-automatique.
EP96108134A 1994-04-07 1995-03-21 Méthode de production d'une superstructure de voie sans ballast pour au moins une voie ferrée Expired - Lifetime EP0735189B1 (fr)

Applications Claiming Priority (3)

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
EP95104104A EP0676504B1 (fr) 1994-04-07 1995-03-21 Méthode de fabrication d'une superstructure de voie sans ballast pour au moins une voie ferrée

Related Parent Applications (2)

Application Number Title Priority Date Filing Date
EP95104104.5 Division 1995-03-21
EP95104104A Division EP0676504B1 (fr) 1994-04-07 1995-03-21 Méthode de fabrication d'une superstructure de voie sans ballast pour au moins une voie ferrée

Publications (2)

Publication Number Publication Date
EP0735189A1 EP0735189A1 (fr) 1996-10-02
EP0735189B1 true EP0735189B1 (fr) 1998-04-08

Family

ID=6514763

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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

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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

Country Status (8)

Country Link
EP (2) EP0676504B1 (fr)
CN (1) CN1131351C (fr)
AT (2) ATE164898T1 (fr)
CZ (2) CZ42798A3 (fr)
DE (3) DE4411889A1 (fr)
ES (2) ES2114705T3 (fr)
PL (1) PL177215B1 (fr)
RU (1) RU2148685C1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8439725B2 (en) 2002-06-13 2013-05-14 Max Bogl Bauunternehmung Gmbh & Co. Kg Method and device for the production of a precise concrete prefabricated part

Families Citing this family (22)

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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
EP0876538B1 (fr) * 1996-01-26 1999-09-01 LEONHARD WEISS GmbH & Co. Procede et dispositif pour produire une voie de chemin de fer sans ballast et sans traverses
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
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
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
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
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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Publication number Priority date Publication date Assignee Title
US8439725B2 (en) 2002-06-13 2013-05-14 Max Bogl Bauunternehmung Gmbh & Co. Kg Method and device for the production of a precise concrete prefabricated part

Also Published As

Publication number Publication date
EP0735189A1 (fr) 1996-10-02
RU2148685C1 (ru) 2000-05-10
ES2114752T3 (es) 1998-06-01
PL308045A1 (en) 1995-10-16
ES2114705T3 (es) 1998-06-01
DE4411889A1 (de) 1995-10-12
EP0676504A1 (fr) 1995-10-11
CZ87795A3 (en) 1995-12-13
DE59501846D1 (de) 1998-05-14
ATE164898T1 (de) 1998-04-15
DE59501812D1 (de) 1998-05-14
CZ285120B6 (cs) 1999-05-12
RU95105171A (ru) 1997-02-20
EP0676504B1 (fr) 1998-04-08
CZ285140B6 (cs) 1999-05-12
CN1131351C (zh) 2003-12-17
CZ42798A3 (cs) 1999-05-12
CN1112624A (zh) 1995-11-29
PL177215B1 (pl) 1999-10-29
ATE164897T1 (de) 1998-04-15

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