EP1054105A2 - Dispositif de montage pour une voie ferrée - Google Patents

Dispositif de montage pour une voie ferrée Download PDF

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Publication number
EP1054105A2
EP1054105A2 EP00106503A EP00106503A EP1054105A2 EP 1054105 A2 EP1054105 A2 EP 1054105A2 EP 00106503 A EP00106503 A EP 00106503A EP 00106503 A EP00106503 A EP 00106503A EP 1054105 A2 EP1054105 A2 EP 1054105A2
Authority
EP
European Patent Office
Prior art keywords
track
installation device
support
rail
portal
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.)
Withdrawn
Application number
EP00106503A
Other languages
German (de)
English (en)
Other versions
EP1054105A3 (fr
Inventor
Hans Dipl.-Ing. Bachmann
Winfried Dipl.-Ing. Mohr
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.)
Pfleiderer Infrastrukturtechnick GmbH and Co KG
Original Assignee
Pfleiderer Infrastrukturtechnick GmbH and Co KG
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 Pfleiderer Infrastrukturtechnick GmbH and Co KG filed Critical Pfleiderer Infrastrukturtechnick GmbH and Co KG
Publication of EP1054105A2 publication Critical patent/EP1054105A2/fr
Publication of EP1054105A3 publication Critical patent/EP1054105A3/fr
Withdrawn legal-status Critical Current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
    • 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
    • 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
    • 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
    • E01B2204/00—Characteristics of the track and its foundations
    • E01B2204/06—Height or lateral adjustment means or positioning means for slabs, sleepers or rails

Definitions

  • the invention relates to an installation device for a fixed rail track and use of several spaced apart for overlapping and hanging of a preassembled track grille serving track regulation portals to the Track grating over a base layer on which the track regulation portals are supported, adjust to the top edge of the rail and then shed.
  • the invention is therefore based on the object of an installation device at the beginning mentioned type so that regardless of the type of fixed Sub-surface on which the permanent carriageway is to be laid, i.e. independently of whether there are fixed lateral boundary walls and regardless of whether the road is too high in curves, a quick adjustment of the track gratings and an equally quick and clean pouring is possible.
  • an installation device of the type mentioned kind according to the invention characterized by a driving portal from at least two Portal props, which are connected to each other by a side member a variety of track regulation portals detachable and movable on the side member can be suspended and transported along the base course of the slab track are, the support feet of the track adjustment portals with mounting devices are provided for removable formwork boards.
  • the track regulation portals can regardless of the type and design of the solid base layer can be transported very easily on the spot, where they can then be readjusted drained and placed on the solid base and from the driving portal be separated.
  • the driving portal can then go back to the starting construction site Inclusion of additional track regulation portals to return to during the Another adjustment of the previously suspended track regulation portals To equip the route section.
  • Each of the track regulation portals should be preferred in a further development of the invention one that can be aligned in height with respect to at least one of the support feet have upper support crossmember, on the adjustable scissors suspension one can be raised and lowered to align and adjust the track grate Adjustable cross member is suspended, on which an at least one-sided height-adjustable, cross-adjustable rail gripper carrying, cross rail is suspended.
  • This configuration makes the horizontal positioning once set of the upper crossmember also automatically taken up by the crossmember, regardless of the amount of this in the course of Picking up the track grate from the solid base layer for the purpose of adjustment is raised or lowered.
  • the correct adjustment of the track regulation portals with their crossbeams, which are then no longer changed in their position can be done conveniently and precisely in advance. Then you can the track grille by lowering the crossbar with the turn on it suspended cross rail and be adjusted exactly.
  • the lowering and lifting of the cross member can According to a further feature of the invention it can be provided that the central Articulation point articulated on both sides on the support crossmember and on the adjustable crossmember articulated scissor stays by means of an adjusting spindle with the support cross member is connected, with the pivot pin of the two scissor stays on one side are each performed in elongated holes.
  • the adjustment cross member at least on one side with a protruding, preferably extension bent at the top is provided, in which one is attached adjusting spindle supporting the cross rail is mounted in an adjusting thread is.
  • the cross rail is opposite the just like the support crossmember horizontally aligned crossmember on one side lowered and thus receives an inclination exactly according to the desired Sloping cant of the track, which is already considered appropriate Inclined elevation of the solid base layer is pre-formed.
  • track grates can be hooks that grip under the rails, it has proven to be particularly advantageous if the Rigid cross rail carrying rail grippers, receiving the rail heads Centering forks are attached. These fixed centering forks inevitably result an exact central alignment of the track grate to the center of the track regulation portal.
  • the track adjustment portals rotatable on the side member of the Driving portal are hung.
  • This measure allows the preferred, only one-sided pivoting possibility of the cross rail against the Adjustable crossmember a smooth turning of the track adjustment portals Reach 180 °, as is necessary, for example, at curve change points, in which the track changes from a left turn to a right turn and consequently the track cant changes.
  • By simply turning the whole Track regulation portal at its suspension point on the side member of the driving portal this can already be taken into account when presetting.
  • Fall can be a centrally rotatably suspended on the side member of the driving portal Yoke on both sides via suspension chains or the like with suspension eyes on the support cross member of the track regulation portal.
  • the side member of the travel portal can be adjusted laterally using adjustment motors its horizontal supports can be mounted so that a relatively exact pre-alignment the track regulation portals as soon as the corresponding one is approached Section of the solid base layer can be reached and after lowering and uncoupling the track regulation portals from the driving portal are not yet large Readjustments are necessary.
  • the support cross member in two parts from an inner tube and there is a shortened, longitudinally displaceable outer tube, that - supporting the articulation points for the scissor stays - via an adjustment spindle are cross-adjustable on the inner tube.
  • At least one of the support feet of each track regulation portal should be in accordance with a development of the invention for telescopic height adjustment, preferably again be extendable and retractable via an adjustment spindle. This leaves achieve that even in excessive curve areas, in which the fixed Base layer usually designed as a hydraulically bound base layer, a corresponding one Inclination, the track regulation portal by appropriate Extend the support leg located on the lowered side of the road can in turn be aligned so that when adjusting the The upper support cross beams remain unchanged in their position has an exactly horizontal orientation.
  • a support frame for a short on the support feet Formwork board is attached, in the hook links of the support frame movable left and adjoining formwork boards on the right.
  • the formwork boards can be attached to the starting construction site from the start, so that the track regulation portals are exactly at the right longitudinal spacing on the Driving portal can be transported hanging.
  • any support foot should preferably include two V-shaped expanded struts - can the angle between the upper crossmember and the support leg changes, which can be used to make side stops on the support feet exactly left and right on the outer end faces of the solid carriageway apply and thus take over the lateral displacement limitation.
  • the definition The angle required for this is provided by the articulation area of the upper crossmember and adjusting spindle overlapping the supporting foot.
  • the inclination and / or height of the support frame on the support leg is adjustable, this also Regulation, like all others provided by the present invention lockable, infinitely fine adjustments, preferably again by a Adjustment spindle can be done.
  • 1 and 2 show a driving portal 1 according to the invention, consisting of from two spaced-apart portal props 2 with wheels 3, which by a Side members 4 are connected to each other, on which in turn a large number can be detachably suspended from track regulation portals 5.
  • 1 shows both the transport position in which the track regulation portals 5 are raised with the help of the driving portal 1 on the solid base layer for the solid to be erected Lane to be moved to the respective installation location, as well as the lowered position, in which the track regulation portals, which were initially suspended at the top 5 are parked on the solid base layer 6.
  • the longitudinal beam 4 is on the cross member 7 of each portal prop 2 movable motor can be aligned to the middle level of the track to be built, so that even if the driving portal 1 is not exactly in the center of the later Track line is arranged, which is given the length of these portals and the resulting maneuvering difficulties may well be greater lateral readjustments of the remote track regulation portals 5 are not required are.
  • the lateral supports 8 of the portal traveling supports 2 are designed as hydraulic cylinders, so that the entire driving portal with the side member 4 for the purpose of setting down can be shut down.
  • Each track regulation portal consists on the one hand of the one already mentioned upper support cross member 13 and two support feet 15 and 16 for installation the surface of the preferably formed as a hydraulically bound base layer solid base layer 6. Lateral stop plates 17 and 18 of the support feet 15 and 16 lie on the outer end faces 19 and 20 of the solid base layer 6 and thus ensure that the parked track regulation portal cannot be moved sideways 5.
  • On the support feet are - as further below in detail to be described - Brackets 21 for formwork boards attached, the Inclination of these brackets 21 can be regulated by adjusting spindles 22.
  • the support leg 16 can be extended telescopically, and again with the help of an adjusting spindle 23.
  • This adjustability the length of the support foot is used to exactly around the upper support cross member to be able to align horizontally, regardless of the inclination of the surface of the solid base layer 6, in particular regardless of whether the particular Track regulation portal 5 is arranged in the region of an excessive curve.
  • the the upper support cross member 13 is connected to the extendable support foot 16 via a joint 24 articulated, the angular position between the two, over which the distance of the two stop plates 17 and 18 can be changed by an adjusting spindle 25 is adjustable.
  • the support cross member 13 consists of an inner tube 26 and a then slidably slidable shortened outer tube 27, using an adjusting spindle 28 is displaceable in the longitudinal direction of the inner tube 26.
  • the outer tube 27 carries the link plates 29 and 30 for the scissor stays 31 and 32 a scissor suspension, via which the upper support cross member 13 with a height connected to this lifting and lowering adjustable cross member 33 is.
  • the pivot pins 34 and 35 of the scissor stays 31 and 32 on the right Side run in elongated holes 36 and 37, which means that when lifting and lowering the adjustment cross member (if one takes the positions in FIG. 3 and 4 compares each other) occurring displacements of the pivot pins 34 and 35 are balanced.
  • a prefabricated grating 40 can be moved directly onto the cross member be arranged. But also to align the track grate according to the Elevations of a carriageway in the curve area, as can be seen in FIG. 4, To enable, is on the lower cross member 33 carrying the claws 38 Cross rail 41 pivoted on one side at 42 on the other side An adjustable spindle 43 has a predeterminable inclination with respect to the horizontal aligned cross member 33 can experience. The adjusting spindle 43 engages on a tab 44 of the cross rail and is in turn in an adjustment thread a one-sided extension 45 of the cross member 33 rotatably mounted.
  • the adjustable cross member 33 can with the cross rail 41 can be adjusted in height so that after moving the claws under the rail feet of the rails of the rail grate the entire rail grate by actuating the adjusting spindles 48 in a controlled manner the surface of the solid base layer 6 can be lifted off.
  • the withdrawal takes place according to the alignment with the help of a leveling device the exact height position and lateral alignment of the rail grate with regard to the solid road, possibly also the specified inclination as in Fig. 4.
  • the position and location of the top edge of the track on the solid track is a Embedding in a casting compound 50, for example asphalt or concrete.
  • a casting compound 50 for example asphalt or concrete.
  • the illustrated Embodiment includes the track grate two block sleepers, the Individual blocks 51 with one another via the reinforcement 52 designed as a lattice girder are connected, this lattice girder reinforcement 52 also on the underside still partially protrudes from the individual blocks 51.
  • the reinforcement 52 with the connected transverse and longitudinal reinforcing bars can in this way and Be embedded particularly effectively in the potting compound 50, so that a particularly firm anchoring of the sleepers in the casting compound 50 given is.
  • This special structure of the two-block sleepers is already in described earlier applications and not the subject of the present application.
  • the suspension of the formwork boards can be seen on the Support feet 15 and 16 of the track regulation portals 5.
  • a center beam 53 of the VV-shaped support struts 54 having a support foot 15, 16 the bracket 21 for the formwork boards 62 attached.
  • a hinge 55 Support frame 56 stored for a short formwork board 57, the support structure 56 and thus the short formwork board 57 via the adjustment spindle already mentioned 22 is adjustable in its inclination.
  • the support frame 56 is funnel-shaped Receptacles 58 for hook members 60 provided with conical pins 59, which are attached to the support frame 61 of the formwork boards 62.
  • the formwork boards with their support frame 61 can thus from above into the support frame 56th be attached to the respective support feet 15, 16, this hanging -
  • the adjusting spindle 28 can, as in FIG. 3, either in the inner tube 26 or, as shown in Fig. 4, be arranged outside the inner tube 26, above
  • additional fixing spindles can also be used 63 may be provided, which to relieve and stabilize the Serve suspension at scissor intersection 64.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Railway Tracks (AREA)
  • Bridges Or Land Bridges (AREA)
EP00106503A 1999-05-21 2000-03-25 Dispositif de montage pour une voie ferrée Withdrawn EP1054105A3 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19923329 1999-05-21
DE19923329A DE19923329C1 (de) 1999-05-21 1999-05-21 Einbauvorrichtung für eine feste Schienenfahrbahn

Publications (2)

Publication Number Publication Date
EP1054105A2 true EP1054105A2 (fr) 2000-11-22
EP1054105A3 EP1054105A3 (fr) 2003-04-16

Family

ID=7908736

Family Applications (1)

Application Number Title Priority Date Filing Date
EP00106503A Withdrawn EP1054105A3 (fr) 1999-05-21 2000-03-25 Dispositif de montage pour une voie ferrée

Country Status (2)

Country Link
EP (1) EP1054105A3 (fr)
DE (1) DE19923329C1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2005017260A1 (fr) * 2003-08-13 2005-02-24 Eichholz Gmbh & Co. Kg Dispositif de transport d'aiguillages pre-assembles, determines pour une voie ferree fixe

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10131655C1 (de) * 2001-06-29 2002-11-14 Pfleiderer Infrastrukturt Gmbh Gleisregulierungsportal
US20070176013A1 (en) 2004-04-29 2007-08-02 Marko Pohlmann Device for adjusting the position of a rail or a track unit comprising at least one rail relative to the supporting road bed
DE102009060812B4 (de) 2009-12-28 2012-05-16 Db Bahnbau Gruppe Gmbh System zum Richten eines Gleises einer festen Schienenfahrbahn
DE202011001106U1 (de) 2011-01-07 2011-03-10 Db Bahnbau Gruppe Gmbh System zum horizontalen Ausrichten eines Gleisrostes einer festen Schienenfahrbahn
DE202011001105U1 (de) 2011-01-07 2011-03-10 Db Bahnbau Gruppe Gmbh System zum horizontalen Ausrichten eines Gleisrostes einer festen Schienenfahrbahn
DE202014010270U1 (de) 2014-12-10 2015-03-11 Db Bahnbau Gruppe Gmbh System zum Richten eines Gleises einer festen Schienenfahrbahn

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19735200A1 (de) * 1997-08-13 1999-02-18 Butzbacher Weichenbau Gmbh Verfahren und Vorrichtung zum Transportieren eines Gleisabschnitts

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3042725A1 (de) * 1980-11-13 1982-06-16 Ed. Züblin AG, 7000 Stuttgart Verfahren zur herstellung einer elastisch gelagerten, schotterlosen oberbaukonstruktion fuer schienenbahnen
DE3840795A1 (de) * 1988-12-03 1990-06-07 Zueblin Ag Verfahren zur herstellung eines schotterlosen eisenbahnoberbaues sowie fertigteile und vorrichtung zur durchfuehrung des verfahrens
DE4328668C1 (de) * 1993-08-26 1994-10-06 Zueblin Ag Verfahren und Vorrichtung zur kontinuierlichen Herstellung eines schotterlosen Gleisoberbaus
DE19508107C1 (de) * 1995-03-08 1996-11-14 Pfleiderer Verkehrstechnik Verfahren und Vorrichtung zum Aufbau einer festen Schienenfahrbahn

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19735200A1 (de) * 1997-08-13 1999-02-18 Butzbacher Weichenbau Gmbh Verfahren und Vorrichtung zum Transportieren eines Gleisabschnitts

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2005017260A1 (fr) * 2003-08-13 2005-02-24 Eichholz Gmbh & Co. Kg Dispositif de transport d'aiguillages pre-assembles, determines pour une voie ferree fixe

Also Published As

Publication number Publication date
DE19923329C1 (de) 2001-01-04
EP1054105A3 (fr) 2003-04-16

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