EP0794288B1 - Fixation d'une traverse d'acier en Y sur voie rigide - Google Patents

Fixation d'une traverse d'acier en Y sur voie rigide Download PDF

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Publication number
EP0794288B1
EP0794288B1 EP97101607A EP97101607A EP0794288B1 EP 0794288 B1 EP0794288 B1 EP 0794288B1 EP 97101607 A EP97101607 A EP 97101607A EP 97101607 A EP97101607 A EP 97101607A EP 0794288 B1 EP0794288 B1 EP 0794288B1
Authority
EP
European Patent Office
Prior art keywords
anchor
attachment according
track
tensioning
subsurface material
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
EP97101607A
Other languages
German (de)
English (en)
Other versions
EP0794288A1 (fr
Inventor
Joachim Dr.-Ing. Süss
Manfred Dipl.-Ing. Mahn
Karl-Heinz Dipl.-Ing. Feldhaus
Horst E. Steinfeld
Klaus Missfeldt
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.)
Fried Krupp AG Hoesch Krupp
Original Assignee
Fried Krupp AG Hoesch Krupp
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
Priority claimed from DE1996108523 external-priority patent/DE19608523C1/de
Application filed by Fried Krupp AG Hoesch Krupp filed Critical Fried Krupp AG Hoesch Krupp
Publication of EP0794288A1 publication Critical patent/EP0794288A1/fr
Application granted granted Critical
Publication of EP0794288B1 publication Critical patent/EP0794288B1/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
    • E01B3/00—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails
    • E01B3/16—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from steel
    • 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
    • E01B1/007—Ballastless track, e.g. concrete slab trackway, or with asphalt layers with interlocking means to withstand horizontal forces
    • 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
    • E01B2204/04—Direct mechanical or chemical fixing of sleepers onto underground

Definitions

  • the invention relates to a fastening of a Y-shaped steel sleeper according to the Preamble of claim 1.
  • a Y-shaped steel sleeper according to the Preamble of claim 1.
  • it is for Y sleepers on a solid road required that the sleepers be fastened to the substrate in order to to transfer the forces transmitted by the vehicle safely into the ground without that there is a shift in the track grate.
  • the invention has for its object a fastening for Y-shaped steel sleepers to develop on a solid carriageway that is aligning the track even after a long period of inactivity.
  • the fixed Roadway can be finished without any fasteners Must be taken into account.
  • a Y-shaped steel sleeper consists of several over Bolt 1 interconnected double T-shaped steel profiles.
  • Rail fasteners rails 3 are connected to the steel sleeper, so that a solid track grate forms.
  • this subsoil 5 consists of concrete or asphalt.
  • Ballast bed can be connected to the ground by incorporating the Thresholds can be reached in the gravel.
  • the foot flange 4 is the Profiles 2 of the Y-shaped steel sleeper lay flat on the base 5.
  • the fixation with the underground takes place via a firmly connected to the underground 5 Anchor 6.
  • Anchor 6 In the exemplary embodiment shown there is a bore 7 in the underground brought in.
  • the anchor 6 is then via a dowel 8 with the base 5 connected.
  • the upper end 9 of the armature 6 protruding from the underground has a thread 10, which in cooperation with a nut for bracing 11 the threshold with the underground 5 is used.
  • the clamping plate 13 can be resiliently pretensioned on the base 5. Thereby is achieved that it is flat on the outwardly tapering foot flange 4 hangs up. 2, the tensioning plate 13 is in a position that is not or only slightly tensioned shown.
  • the Y-shaped steel sleepers are insulated from the ground should be formed, can be between the clamping plate 13 and those of them spanned foot flanges 4 a plate 14 made of electrically insulating material to be ordered.
  • This plate is preferably made of plastic and also serves to prevent wear between the clamping plate 13 and the base flange 4, which can occur due to vibrations and small movements.
  • every threshold required is not the attachment according to the invention every threshold required. However, it may also be that several fastenings on a threshold are required. It can also make sense to fix this not to be arranged in place, as shown in Fig. 1.
  • Fig. 1 are more preferred positions 15 for the attachment of a fastening according to the invention marked.
  • the main advantage of the attachment according to the invention between the track grate and surface 5 is easy to align even after a long time Lay time. To do this, only the nut 11 has to be loosened. After that it is Alignment possible. Sabotaging devices regarding this loosening of the mother 11 on the thread 10 of the armature 6 are by means of measures of a professional nature provide and are not described in detail.
  • the anchor 6 can be made as long be that it runs through the asphalt layer into the one below Concrete stretches and is fastened here. If rail side forces occur it results from the permanent plasticity of the asphalt that the anchor is a receives large bending lengths, so that the rail position is no longer guaranteed becomes. According to the invention, measures are provided for this case which are supported allow the anchor 6 on the surface 16 of the substrate 5.
  • Fig. 4 shows an alternative to using the fastening according to the invention Asphalt superstructure.
  • the surface 16 is made of an asphalt mixture existing base 5 introduced a platen 18, the extends below the base flanges 4 of the profiles 2.
  • This platen 18th can, depending on the requirements of manufacture before or after the manufacture of the Asphalt layer can be connected to the anchor 6 by welding. But also without a welded connection, the use of a support plate 18 provides relief anchor 6.
  • the threshold is approximately in the middle Clamping plate 13 arranged, which is welded to the foot flanges 4 of the steel sleepers is.
  • This clamping plate 13 has a larger circular opening centrally 19 on.
  • the armature 6 consists of a base part 20, a collar 21 and Anchor elements 22.
  • the base part 20 lies in the opening 19 of the clamping plate 13 and is completed at the top by the collar 21, which is on the surface of the Clamping plate 13 rests.
  • the anchor elements 22 protrude into a recess 23 of the 5. They are formed with a head 24 at their free end.
  • the armature 6 can be provided with a pouring opening 28 through which the casting compound 25 is introduced. After the casting compound has been introduced and / or hardened the pouring opening 28 can then be closed. However, it is also possible to bring the potting compound 25 so high that it also the pouring opening fills out.
  • the clamping plate 13 is so with the profiles 2 of the thresholds connected that its lower edge is flush with the lower edge of the sleepers. It is however, it is also possible for the clamping plate 13 to overlap the foot flanges 4 of the profiles 2 and is correspondingly higher. Other forms of opening 19 and Recess 23 are conceivable.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Railway Tracks (AREA)
  • Road Paving Structures (AREA)
  • Road Signs Or Road Markings (AREA)
  • Bridges Or Land Bridges (AREA)

Claims (22)

  1. Fixation d'une traverse en acier en forme de Y à une voie fixe au moyen d'ancrages (6) reliés au soubassement, caractérisée en ce que les ancrages (6) sont disposés dans l'espace intermédiaire entre deux profilés (2), reliés l'un à l'autre, de la traverse en acier en Y, et en ce que la traverse en acier en Y est serrée contre le soubassement par des moyens de serrage, au moyen de plaque de serrage (13) traversées par les ancrages (6) et qui chevauchent la semelle inférieure (4) correspondante des profilés (2) et/ou y sont reliées de manière fixe.
  2. Fixation selon la revendication 1, caractérisée en ce que l'ancrage (6) est relié au soubassement (5) par l'intermédiaire d'une cheville (8).
  3. Fixation selon la revendication 1, caractérisée en ce que l'ancrage (6) est collé au soubassement (5).
  4. Fixation selon l'une ou plusieurs des revendications 1 à 3, caractérisée en ce que l'extrémité supérieure (9) de l'ancrage (6) présente un filet (10), et la plaque de serrage (13) est serrée par un écrou (11) qui sert de moyen de serrage.
  5. Fixation selon l'une ou plusieurs des revendications 1 à 4, caractérisée en ce que la plaque de serrage (13) présente un trou oblong qui est traversé par l'ancrage (6).
  6. Fixation selon l'une ou plusieurs des revendications 1 à 5, caractérisée en ce que la plaque de serrage (13) est réalisée en acier, et une plaque (14) en matériau électriquement isolant est disposée entre la plaque de serrage (13) et les semelles inférieures (4) des profilés (2) de la traverse en acier en Y.
  7. Fixation selon la revendication 6, caractérisée en ce que la plaque de serrage (13) et la plaque (14) en matériau électriquement isolant sont collées l'une à l'autre ou sont reliées mécaniquement.
  8. Fixation selon l'une ou plusieurs des revendications 1 à 7, caractérisée en ce qu'une plaque de pose (18), de préférence en métal, est insérée dans la face supérieure (16) du soubassement (5), en dessous des profilés (2), et est traversée par l'ancrage (6).
  9. Fixation selon la revendication 8, caractérisée en ce que la plaque de pose (18) est reliée de manière fixe à l'ancrage (6).
  10. Fixation selon l'une ou plusieurs des revendications 1 à 7 caractérisée en ce que, sur la face inférieure de la plaque de serrage (13) sont prévus des corps de pénétration qui pénètrent dans la face supérieure (16) du soubassement (5) au moins après le serrage de la plaque de serrage (13) par l'ancrage (6).
  11. Fixation selon la revendication 10, caractérisée en ce que les corps de pénétration présentent la forme de tiges cylindriques (17).
  12. Fixation selon l'une ou plusieurs des revendications 1 à 11, caractérisée en ce que les ancrages (6) présentent un collet (21) reposant sur la plaque de serrage (13), et des éléments d'ancrage (22) débordant dans un évidement (23) du soubassement (5), et en ce que les éléments d'ancrage (22) sont collés ou bétonnés dans l'évidement (23) du soubassement (5).
  13. Fixation selon la revendication 12, caractérisée en ce que la plaque de serrage (13) est soudée à la traverse en Y.
  14. Fixation selon la revendication 12 ou la revendication 13, caractérisée en ce que le collet (21) de l'ancrage (6) est vissé sur la plaque de serrage (13).
  15. Fixation selon l'une ou plusieurs des revendications 12 à 14, caractérisée en ce que l'ouverture (19) de la plaque de serrage (13) traversée par l'ancrage (6) est de forme circulaire et présente un diamètre d'au moins 40 mm.
  16. Fixation selon l'une ou plusieurs des revendications 12 à 15, caractérisée en ce que l'évidement (23) pratiqué dans le soubassement (5) présente sensiblement la même forme et les mêmes dimensions que l'ouverture (19) dans la plaque de serrage (13).
  17. Fixation selon l'une ou plusieurs des revendications 12 à 16, caractérisée en ce que l'ancrage (6) déborde dans l'évidement (23) du soubassement (5) par plusieurs éléments d'ancrage (22).
  18. Fixation selon l'une ou plusieurs des revendication 12 à 17, caractérisée en ce que le ou les éléments d'ancrage (22) présentent une tête (24) à leur extrémité libre.
  19. Procédé pour la fixation de traverses en acier en Y à une voie fixe au moyen de fixations selon l'une ou plusieurs des revendications 1 à 11, caractérisé par la succession des étapes de travail :
    pose de la voie de chemin de fer préparée sur la voie fixe;
    alignement de la voie de chemin de fer;
    réalisation des trous d'ancrage;
    fixation des ancrages (6) dans la voie fixe;
    si nécessaire, bétonnage de la voie de chemin de fer, et
    serrage des traverses contre le soubassement (5).
  20. Procédé pour la fixation de traverses en acier en Y à une voie fixe au moyen de fixations selon l'une ou plusieurs des revendications 1 à 11, caractérisé par la succession des étapes de travail:
    réalisation des trous d'ancrage;
    fixation des ancrages (6) dans la voie fixe;
    pose de la voie de chemin de fer préparée sur la voie fixe;
    alignement de la voie de chemin de fer;
    si nécessaire, bétonnage de la voie de chemin de fer, et
    serrage des traverses contre le soubassement (5).
  21. Procédé pour la fixation de traverses en acier en Y à une voie fixe au moyen de fixations selon l'une ou plusieurs des revendications 12 à 18, caractérisé par les étapes de travail successives :
    pose de la voie de chemin de fer préparée sur la voie fixe;
    alignement de la voie de chemin de fer;
    si nécessaire, bétonnage de la voie de chemin de fer,
    réalisation de l'évidement (23) dans le soubassement (5), par le haut, à travers l'ouverture (19) pratiquée dans la plaque de serrage (13);
    insertion de l'ancrage (6) par le haut, par l'ouverture (19) dans la plaque de serrage (13);
    si nécessaire, vissage de l'ancrage (6) sur la plaque de serrage (13);
    bétonnage ou collage de l'ancrage (6) avec le soubassement (5).
  22. Procédé selon la revendication 21, caractérisé en ce que l'évidement (23) est foré dans le soubassement (5) à travers l'ouverture (19) dans la plaque de serrage (13).
EP97101607A 1996-03-06 1997-02-03 Fixation d'une traverse d'acier en Y sur voie rigide Expired - Lifetime EP0794288B1 (fr)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
DE1996108523 DE19608523C1 (de) 1996-03-06 1996-03-06 Befestigung einer Y-förmigen Stahlschwelle auf einer festen Fahrbahn und Verfahren zur Befestigung
DE19608523 1996-03-06
DE19700780 1997-01-11
DE19700780A DE19700780C1 (de) 1996-03-06 1997-01-11 Befestigung einer y-förmigen Stahlschwelle auf einer festen Fahrbahn und Verfahren zur Befestigung

Publications (2)

Publication Number Publication Date
EP0794288A1 EP0794288A1 (fr) 1997-09-10
EP0794288B1 true EP0794288B1 (fr) 1999-10-06

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ID=26023502

Family Applications (1)

Application Number Title Priority Date Filing Date
EP97101607A Expired - Lifetime EP0794288B1 (fr) 1996-03-06 1997-02-03 Fixation d'une traverse d'acier en Y sur voie rigide

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EP (1) EP0794288B1 (fr)
AT (1) ATE185386T1 (fr)
DE (2) DE19700780C1 (fr)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10033272A1 (de) * 2000-07-10 2002-02-14 Moelders Baugmbh Gleisoberbau und Verfahren zu seiner Herstellung

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3517295C2 (de) * 1985-05-14 1993-11-25 Kemna Bau Andreae Gmbh & Co Kg Eisenbahnoberbau mit Y-förmigen Stahlschwellen und einer Asphalttragschicht sowie Verfahren zur Herstellung dieses Eisenbahnoberbaus
DE4200516C2 (de) * 1992-01-11 1996-02-01 Lausitzer Braunkohle Ag Vorrichtung zur Befestigung und längsbeweglichen Lagerung des Y-Schwellengleises auf schotterlosen Unterkonstruktionen
DE4237498C1 (de) * 1992-11-06 1994-02-24 Preussag Stahl Ag Gleisbrücke

Also Published As

Publication number Publication date
ATE185386T1 (de) 1999-10-15
DE59700513D1 (de) 1999-11-11
EP0794288A1 (fr) 1997-09-10
DE19700780C1 (de) 1998-03-26

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