EP2388374B1 - Fixation de rails - Google Patents
Fixation de rails Download PDFInfo
- Publication number
- EP2388374B1 EP2388374B1 EP11166406.6A EP11166406A EP2388374B1 EP 2388374 B1 EP2388374 B1 EP 2388374B1 EP 11166406 A EP11166406 A EP 11166406A EP 2388374 B1 EP2388374 B1 EP 2388374B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- rails
- supporting plate
- rail
- base layer
- anchor fittings
- 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
Links
- 238000000034 method Methods 0.000 claims description 8
- 229920003023 plastic Polymers 0.000 claims description 5
- 239000004033 plastic Substances 0.000 claims description 5
- 239000000565 sealant Substances 0.000 claims description 4
- 238000009415 formwork Methods 0.000 claims description 3
- 239000011440 grout Substances 0.000 description 5
- 239000010426 asphalt Substances 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 150000001875 compounds Chemical class 0.000 description 1
- 238000010292 electrical insulation Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000004382 potting Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
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
- 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
- E01B21/00—Track superstructure adapted for tramways in paved streets
- E01B21/02—Special supporting means; Draining of rails
-
- 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
Definitions
- the invention relates to a device and a method for fastening and adjusting rails on a support layer.
- EP 1 873 308 A1 A device for fixing and aligning rails is out EP 1 873 308 A1 known.
- This provides options for vertical and horizontal adjustment and adjustment of the gauge during assembly.
- the rails with clamps in the horizontal direction are slidably fixed in steel plates, which are provided with supporting on the ground spacer bolts and provide an adjustment of the vertical position of the steel plates.
- an apparatus and a method for producing a solid track for rail vehicles are known.
- a rail mounting plate is used, which is fastened on one side to a running rail and on the other side on a track plate.
- the rail mounting plate includes on the one hand an insertable into a mounting hole guide screw which engages in a fastener, and on the other hand, a fastening screw which engages over an inserted into the mounting hole eccentric sleeve in the fastener.
- the rail mounting plates are provided with the rail mounting fasteners on a track plate spaced from the rail mounting plate.
- the track plate On the support layer, the track plate is installed with most cast-fasteners, the connection between the track plate and the distance to Underneath the rail mounting plate arranged fasteners for mechanical decoupling of rails and the track plate until the sufficient curing of the concrete dissolved and then fixed the rails after final adjustment on the rail mounting plates on the track plate and underpoured with a potting compound.
- a height adjustment of a slide-carrying plate is in DE 40 37 849 C2 proposed.
- the arrangement of eccentrics on the support plate is off DD 113 781 A1 and chamber filling elements are made DE 94 17 436 U1 previously known.
- a support point and a fastening for rails on a wooden threshold is disclosed.
- a fin plate of the fulcrum may have been injected together with a dowel as a one-piece component.
- the dowel is present as a separate component.
- the invention is therefore an object of the invention to provide both a horizontally and vertically adjustable, easy to produce in manufacturing and assembly device and a method for rail fastening.
- the device for fastening and adjustment of rails, in particular tram rails, on a support layer comprises a support plate for fixing the rails on the upper side, wherein the support plate is provided according to the invention on the bottom with dowels, which can be mounted in the base layer, embedable in the base layer concrete, fixable Intervene adjustable feet and are vertically adjustable in these.
- the support plate is formed integrally with at least two molded dowels on the bottom.
- the distance of the support plate is adapted to the lower support layer by means of anchors associated Verstellfeaue.
- the dowels are made in two parts with the adjustable feet and can be fixed with them in the base layer concrete.
- an elastic foot element On the support plate is an elastic foot element, which receives the rails and on which the rails are auflagerbar on the support plate.
- the rails on the support plate are horizontally adjustable with eccentrics and fixed with screws in the dowels.
- Horizontally adjustable via the eccentric Clamps allow horizontal positioning of the rails, allowing for easy track adjustment.
- Above the clamps there are chamber elements adjoining the rail on the side and the grout that extends upwards.
- the screw heads and the eccentric are provided with caps and so sufficiently protected.
- the covered with the elastic foot member rail of the rails on the support plate with the dowels at defined intervals of preferably 1.5 m with terminals, with the eccentrics and with the screws can be fastened.
- the rail is screwed together with the arranged on both sides in the region of the rail base clamps by means of screws on top of the support plate, above the rail foot chamber elements and up to the top of the rails extending Fugenverguss are provided and the heads of the screws and the terminals are covered by a cover plate which forms a multi-part or one-piece angle-shaped adapter element, serves as a formwork for the grout and has a support and limiting function for the chamber elements and the Fugenverguss.
- the inventive method for fastening and positioning of rails on a support layer by means of the device is that the height position of the rails relative to the support layer by rotating the Verstellfroboe provided with the molded dowels Platen is set.
- the method allows easy and quick positioning of the rails in the horizontal and vertical directions and a fixation of the rails on the support plate.
- a support concrete layer is formed by filling the space between the support layer and the lower or upper side of the support plate with the molded dowels.
- the horizontal alignment of the rails and the track width are adjusted continuously by adjusting the two screws and by turning the eccentric.
- the rails are laid out in a first step and welded completely.
- the rail foot is then wrapped with elastic and / or electrically insulating foot elements or this attached in a suitable manner adhering to the rail.
- the support plates are attached with molded dowels with clamps, eccentrics and screws on the wrapped rail foot, with all the actuators are in their zero position.
- the exact height of the rails can be adjusted relative to the predetermined lower support layer.
- the horizontal alignment of the rails and the gauge can be infinitely precisely adjusted.
- the Fig. 1 shows the rail fastening in cross section.
- This comprises a support plate 4 with integrally formed on the bottom 6 and perpendicular to the bottom 6 of the support plate 4 aligned dowels 7, around the free ends vertically adjustable adjustment feet 17 are arranged.
- the molded dowels 7 and the adjusting feet 17 have a thread 20 with a rough pitch, so that the vertical adjustment of the support plate 4, the adjustment feet 17 are rotated according to the desired distance between the lower support layer 18 and support plate 4.
- the Verstellf punchede 17 rest on the lower support layer 18 and are connected after filling with the base layer concrete 16 fixed to the dowels 7.
- the rail 1 is embedded in an elastic foot element 3 surrounding the rail foot 2 of the rail 1 and rests on the support plate 4 with the interposition of the elastic foot element 3.
- the rail 1 is screwed by means arranged on both sides in the region of the rail foot 2 terminals 15 which are provided with eccentrics 14, together with the support plate 4 and fixed horizontally displaceable.
- Above the rail base 2 are chamber elements 8 and extending up to the upper edge of the rail 1 Fugenverguss 9. Sideways adjacent is filled with asphalt, pavement or lawn area 11, separated by means of a cover plate 12 of the screws 13 and the eccentrics 14 is.
- the area 21 between the lower support layer 18 and the underside 6 of the support plate 4, the top 5 of the support plate 4 and the underside of the elastic foot member 3 is filled with base layer concrete 16.
- the laterally adjoining the terminals 15 and in height with the cover plates 12 final area 19 takes the lower concrete 10 of the street pavement.
- the adjacent track covering 11 extends from asphalt, pavement or lawn.
- the attached by means of fastening elements 23, preferably screws, to the chamber elements 8 adapter element 22 made of plastic or metal serves as a formwork for the grout 9 and provides the connection to the track covering 11.
- a bonding of the adapter element 22 with the chamber elements 8 is conceivable.
- the cover plate 12 and the adapter element 22 are designed as a unit.
- the angular adapter and support member 24 made of plastic or metal is one or more parts designed and serves as a support element and limitation for the chamber element 8 and the grout 9. It is connected to the cap 12 and / or the terminal by means of screwing or bonding.
- Fig. 2 shows the rail 1 with two laterally arranged terminals 15, which allow by means of eccentrics 14 a laterally variable fixation of the rail 1 by screwing by means of screws 13.
- the support plate 4 is integrally formed with the dowels 7 made of plastic.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Road Paving Structures (AREA)
- Lift-Guide Devices, And Elevator Ropes And Cables (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Studio Devices (AREA)
Claims (12)
- Dispositif pour la fixation et l'ajustage de rails (1), en particulier de rails de tramway, sur une couche portante (18), avec une plaque d'appui (4) pour la fixation des rails (1) sur la face supérieure (5) de la plaque d'appui (4), dans lequel la plaque d'appui (4) est dotée de chevilles (7) sur la face inférieure (6), caractérisé en ce que les chevilles sont en prise dans des pieds de réglage (17) fixables, pouvant être mis en place sur la couche portante (18), intégrables dans le béton de couche portante (16), et en ce qu'elles peuvent être réglées verticalement dans ceux-ci.
- Dispositif selon la revendication 1, caractérisé en ce que la plaque d'appui (4) est réalisée d'une seule pièce avec au moins deux chevilles (7) formées dessus.
- Dispositif selon la revendication 1 ou 2, caractérisé en ce que les chevilles (7) sont réalisées en deux parties avec les pieds de réglage (17) et peuvent être fixées avec ceux-ci dans le béton de couche portante (16).
- Dispositif selon l'une des revendications 1 à 3, caractérisé en ce que les rails (1) peuvent venir en appui sur la plaque d'appui (4) au moyen d'un élément de pied élastique (3).
- Dispositif selon l'une des revendications 1 à 4, caractérisé en ce que les rails (1) et la plaque d'appui (4) peuvent être intégrés de façon isolée électriquement dans le béton de couche portante (16).
- Dispositif selon l'une des revendications 1 à 5, caractérisé en ce que les rails (1) peuvent être fixés horizontalement sur la plaque d'appui (4) de façon réglable en continu avec des excentriques (14) et avec des vis (13) dans les chevilles (7).
- Dispositif selon l'une des revendications 1 à 6, caractérisé en ce que le pied de rail (2), enveloppé par l'élément de pied élastique (3), des rails (1) peut être fixé sur la plaque d'appui (4) avec les chevilles (7) avec des écartements définis de 1,5 m de préférence avec des éléments de serrage (15), avec les excentriques (14) et avec les vis (13).
- Dispositif selon l'une des revendications 1 à 7, caractérisé en ce que la plaque d'appui (4) est réalisée en matière plastique d'une seule pièce avec les chevilles (7).
- Dispositif selon les revendications 6 et 7, caractérisé en ce que le rail (1) est vissé avec les éléments de serrage (15) disposés des deux côtés dans la zone du pied de rail (2) au moyen des vis (13), ensemble sur la face supérieure (5) de la plaque d'appui (4), en ce que l'on prévoit, au-dessus du pied de rail (2), des éléments de chambre (8) et un scellement de joint (9) s'étendant jusqu'à l'arête supérieure des rails (1), et en ce que les têtes des vis (13) et les éléments de serrage (15) sont recouverts par une plaque de couverture (12) qui forme un élément d'adaptateur (22, 24) en une ou plusieurs parties de forme angulaire, sert de coffrage pour le scellement de joint (9) et possède une fonction de soutien et de délimitation pour les éléments de chambre (8) et le scellement de joint (9).
- Procédé pour la fixation et l'ajustage de rails (1) avec un dispositif selon l'une des revendications 1 à 9, caractérisé en ce que la position en hauteur des rails (1) par rapport à la couche portante (18) est réglable par rotation des pieds de réglage (17) de la plaque d'appui (4) dotée des chevilles (7) formées dessus.
- Procédé selon la revendication 10, caractérisé en ce qu'une plaque en béton portante (16) est formée par remplissage de l'espace entre la couche portante (18) et la face inférieure (6) ou supérieure (5) de la plaque d'appui (4) avec les chevilles (7) formées dessus.
- Procédé selon la revendication 10 ou 11, caractérisé en ce que l'orientation horizontale des rails (1) ainsi que l'écartement des voies sont adaptés en continu par réglage des deux vis (13) et en faisant tourner l'excentrique (14).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PL11166406T PL2388374T3 (pl) | 2010-05-18 | 2011-05-17 | Przytwierdzenie szyn |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE201010020801 DE102010020801B4 (de) | 2010-05-18 | 2010-05-18 | Schienenbefestigung |
Publications (3)
Publication Number | Publication Date |
---|---|
EP2388374A2 EP2388374A2 (fr) | 2011-11-23 |
EP2388374A3 EP2388374A3 (fr) | 2014-07-23 |
EP2388374B1 true EP2388374B1 (fr) | 2017-01-18 |
Family
ID=44359671
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP11166406.6A Active EP2388374B1 (fr) | 2010-05-18 | 2011-05-17 | Fixation de rails |
Country Status (4)
Country | Link |
---|---|
EP (1) | EP2388374B1 (fr) |
DE (1) | DE102010020801B4 (fr) |
ES (1) | ES2621197T3 (fr) |
PL (1) | PL2388374T3 (fr) |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102016114903A1 (de) * | 2016-08-11 | 2018-02-15 | InfraServ GmbH & Co. Knapsack KG | Schienenbefestigungssystem, Gleis und Verfahren zur Befestigung einer Bahnschiene |
CN108316072B (zh) * | 2018-04-23 | 2023-06-02 | 成都市新筑交通科技有限公司 | 一种钢轨临时固定装置 |
AT16434U1 (de) * | 2018-05-02 | 2019-09-15 | Edilon Sedra Gmbh | Einrichtung zur verlegung von gleisen |
DE102018121333A1 (de) * | 2018-08-31 | 2020-03-05 | Joachim Süss | Gleiskonstruktion und Fahrschiene |
ES2926302T3 (es) * | 2018-08-31 | 2022-10-25 | Suess Joachim | Carril de rodadura y construcción de vía con el carril de rodadura |
Family Cites Families (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DD113781A1 (fr) * | 1974-08-28 | 1975-06-20 | ||
DE3827773C2 (de) * | 1988-08-16 | 2000-03-09 | Schwihag Gmbh | Befestigungsvorrichtung für Schienen |
DE4037849C2 (de) * | 1990-11-28 | 1994-11-10 | Wirthwein Udo | Vorrichtung zum Justieren von Eisenbahnschienen |
DE9417436U1 (de) * | 1994-11-03 | 1996-03-07 | Phoenix Ag, 21079 Hamburg | Schienenanordnung |
EP1709249B1 (fr) * | 2004-01-29 | 2013-08-21 | Wirthwein AG | Point d'appui tres elastique et electriquement isolant |
EP1873308A1 (fr) | 2005-04-19 | 2008-01-02 | Gantry Espanola S.A. | Systeme de voies de chemin de fer en plaque betonnee et son procede d'installation |
AT503599B1 (de) | 2006-07-28 | 2007-11-15 | Verkehrsbetr E Zuerich | Verfahren zum herstellen einer festen fahrbahn für schienenfahrzeuge |
DE102008028093A1 (de) * | 2008-06-13 | 2009-12-17 | Wirthwein Ag | Stützpunkt und Befestigung für Schienen auf einer Holzschwelle |
-
2010
- 2010-05-18 DE DE201010020801 patent/DE102010020801B4/de not_active Expired - Fee Related
-
2011
- 2011-05-17 ES ES11166406.6T patent/ES2621197T3/es active Active
- 2011-05-17 PL PL11166406T patent/PL2388374T3/pl unknown
- 2011-05-17 EP EP11166406.6A patent/EP2388374B1/fr active Active
Non-Patent Citations (1)
Title |
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None * |
Also Published As
Publication number | Publication date |
---|---|
ES2621197T3 (es) | 2017-07-03 |
DE102010020801B4 (de) | 2013-03-14 |
DE102010020801A1 (de) | 2011-11-24 |
PL2388374T3 (pl) | 2017-07-31 |
EP2388374A3 (fr) | 2014-07-23 |
EP2388374A2 (fr) | 2011-11-23 |
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