EP1039033A1 - Méthode de réalisation d'une voie ferrée et son système d'alignement - Google Patents

Méthode de réalisation d'une voie ferrée et son système d'alignement Download PDF

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Publication number
EP1039033A1
EP1039033A1 EP00105577A EP00105577A EP1039033A1 EP 1039033 A1 EP1039033 A1 EP 1039033A1 EP 00105577 A EP00105577 A EP 00105577A EP 00105577 A EP00105577 A EP 00105577A EP 1039033 A1 EP1039033 A1 EP 1039033A1
Authority
EP
European Patent Office
Prior art keywords
base layer
track
directional
track section
rails
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.)
Granted
Application number
EP00105577A
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German (de)
English (en)
Other versions
EP1039033B1 (fr
Inventor
Friedhelm Bieger
Steffen Knape
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.)
GSG Knape Gleissanierung GmbH
Original Assignee
GSG Knape Gleissanierung GmbH
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 GSG Knape Gleissanierung GmbH filed Critical GSG Knape Gleissanierung GmbH
Priority to EP05010127A priority Critical patent/EP1564331B1/fr
Priority to ES05010127T priority patent/ES2319435T3/es
Publication of EP1039033A1 publication Critical patent/EP1039033A1/fr
Application granted granted Critical
Publication of EP1039033B1 publication Critical patent/EP1039033B1/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
    • E01B29/00—Laying, rebuilding, or taking-up tracks; Tools or machines therefor
    • E01B29/04—Lifting or levelling of tracks
    • 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
    • E01B2204/04—Direct mechanical or chemical fixing of sleepers onto underground
    • 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
    • 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
    • E01B2204/13—Dowels for slabs, sleepers or rail-fixings

Definitions

  • the present invention relates to a method for producing a solid Track for rail vehicles with cross-track the sleepers supporting rails, especially of concrete, which in cast an upper base layer, in particular also made of concrete are, in turn, on a lower base layer, especially a so-called hydraulically bound base layer, is supported.
  • the invention relates to a system for straightening a track.
  • a trough is in particular described on the lower base layer, in particular made of concrete, in which the sleepers of the to be laid Track section are inserted.
  • Track section is then fine-tuned by the sleepers via support spindles, which are supported on the trough, into the intended Height and side position are brought.
  • the support spindles support each other on the one hand on the base plate of the trough and on the other hand on the side upstands, although it is generally not necessary support each sleeper as all sleepers are attached to the rails are and are therefore held by them in a corresponding position. It is therefore sufficient, for example, only every fourth threshold on the base plate support the trough and align it sideways.
  • a disadvantage of the known method is that the lateral support spindles no longer accessible after pouring the upper base layer are. It has therefore already become known that the lateral straightening means support the two outer walls of the trough. The support will however, this makes it more complex.
  • the invention has for its object a method for manufacturing to specify a solid carriageway of the type mentioned at the outset Does not have disadvantages.
  • the invention has for its object an advantageous Specify system for the lateral direction of the track, which in the inventive Procedure can be used.
  • a trough is therefore completely dispensed with.
  • the track section is supported directly on the lower base layer. After aligning the side position of the track section, this is fixed by rods that are introduced into the lower base layer and to which the track section is attached, for example via the sleepers becomes.
  • the track section is aligned in the case of the invention Procedure by a separate device.
  • the support of the Track section can, as in the conventional method, for example via spindles that are screwed into the corresponding nut sleeves that are provided by the manufacturer in or on the sleepers. Because of the omission of the trough and the direct support on the lower one Base layer, longer spindles and sleeves are required, the sleeves can also protrude beyond the thresholds.
  • the Thresholds themselves do not have to be enlarged.
  • An advantage of the method according to the invention is that no Trough is more needed. This eliminates the need for attaching the trough effort required. It is also particularly advantageous that the Gap between the cast upper base layer and the trough is eliminated, those due to their continuous extension upon ingress of water represents a particular danger.
  • the rods are in previously recesses made in the lower base layer.
  • the recesses can be positioned very precisely, for example by laser control with which there is also an exact positioning of the rods results.
  • the necessary displacements of the track section relative to the As a result, bars when aligning are relatively small.
  • the track section fixed in height on the rods. This has the advantage that the track after loosening the support on the lower base Shrinkage of the upper base material can follow.
  • the thresholds after placing the top base at the beginning of setting detached from the rails. This prevents shifts, especially thermal expansion and contraction of the rails during further setting of the upper base layer on the sleepers be transmitted.
  • the rod in the Attached to the middle of the threshold is halved.
  • the invention is under the thresholds one covering several thresholds and in particular with these connected reinforcement provided, which in the upper base layer with is poured.
  • these connected reinforcement provided, which in the upper base layer with is poured.
  • the recesses in the lower base layer introduced as holes. These can advantageously be introduced with particularly high accuracy.
  • Another Possibility is the recess as in the longitudinal direction of the road continuously insert slot. Furthermore is it is possible to insert the rods into the lower base layer in this shake.
  • the alignment takes place the side and / or height of the track section in two or more Steps. This has proven to be particularly advantageous.
  • the upper base layer used formwork with formwork elements that be anchored in the track area.
  • the formwork elements via an upper formwork holder on the rail foot or on the Threshold and a lower formwork holder on the reinforcement or on Anchored rod.
  • the lower formwork holder is preferably cast in. It can be used to formwork for the Pour the top base course.
  • the formwork can be up to can be reused on the lower formwork holder. Basically it is also possible to use a formwork carriage of a conventional type use.
  • one-piece thresholds can be used Thresholds with an elongated hole in the middle of the threshold for passage of the rod can be used for the lateral fixation of the threshold.
  • suitable adjusting and / or fixing means can be placed in the elongated hole are provided, through which the rod can be passed and after Alignment of the track section against lateral displacement relative to Threshold or vice versa can be fixed.
  • the use of two-part sleepers has the advantage that the length of the joints between the threshold and the cast upper base layer and the weight of the threshold is reduced is.
  • the sheet is preferably formed in two parts, with two, one each Half of the passage opening parts. Can over the sheet the threshold in a simple manner on the rod against lateral displacement be fixed.
  • the two-part design has the advantage that the rod introduced before the threshold is fully aligned laterally can be pushed apart sufficiently by the two parts and only be put together after inserting the rod.
  • a lifting device that can preferably be used for the method according to the invention for lifting a track section with rails and on it paved sleepers includes at least one that spans the road Frame on which, in particular, on the rails Grippers and lifting devices for lifting the track section are attached.
  • the frame is designed to be movable along the road.
  • Such a lifting device can be used to set up the track section take place continuously without the need for a large number of lifting devices becomes.
  • the lifting device according to the invention will progress with the work moved forward and for the entire setup process used.
  • the frame there are additional means on the frame for aligning the side and / or height of the track section intended.
  • the lifting device can thereby advantageously at the same time be used to align the track section so that a separate device is unnecessary.
  • At least three frames are preferably provided, at least of which the first has a floor, in particular crawler, chassis. On this way, lifting and aligning the Track section can be carried out in several steps. In particular becomes a rough alignment with the first frame, with the second Frame a fine alignment, and with the third or another Frame a fine alignment with final fixation of the sleepers executed.
  • each frame on a rail chassis, with all frames via connecting rods are interconnected, which are preferred at the same time Wear supply lines.
  • a floor undercarriage is only for the first frame is needed while the other frames are on the already pre-aligned rails can be moved.
  • these frames are based on the running surface of the ground gear, So the lower base layer.
  • all frames are open a common floor, especially caterpillar, arranged. This forms a complete device with which the track section can be raised, aligned and fixed.
  • the frames Roller tongs for lifting and straightening rollers for aligning the track section that roll on the rails This is a continuous Allows lifting and aligning the track section.
  • the frames preferably also have rollable rails Load rollers on which the rails are held down. This has also become the mobile lifting and aligning device turned out to be particularly advantageous.
  • the second task is solved by a system for straightening a track in the manufacture of a railroad track, especially a fixed one Roadway, in which the rail-bearing sleepers or plates in an upper base layer of the roadway is cast in or with such be poured or relined, with one across the rails to be arranged directional crossbar, which for direct or indirect Attacking the rails is formed, especially in the underground a lower base layer or the bottom of a trough Support element on which the directional crossbeam can be supported, and Moving means for moving the directional crossbar relative to the support element in their longitudinal direction.
  • the lateral position of the track is not over the Lifting device made, but over a directional crossbar, which itself on one in the subsurface, especially in the lower base layer, however also supports the bottom of a trough to support the directional crossbar via the shifting means provided on the directional crossbar together with the track attached to it in the desired lateral position bring to.
  • a rod can serve as a support element, as previously described.
  • the straightening crossbeam is uncomplicated to set up and can be easily handled and transported.
  • the lifting device for holding the track section is simplified by since it no longer has to be designed for the lateral direction.
  • the support element is preferably arranged in the middle of the road educated. This simplifies the page direction. Moreover the support element is preferably releasably connectable to the ground. This facilitates dismantling of the straightening crossbar after adequate Hardening of the upper base layer. In the case of a rod this can in particular an insertable sleeve can be provided in which the rod connected to the directional crossbar engages telescopically or the other way around.
  • the straightening crossmember preferably has a recess which is used for straightening is penetrated by the rod.
  • the shifting means are supported especially in the recess from the directional crossbar to the Move rod.
  • the recess can be used as an elongated hole in the grains Straightening crossbar be formed.
  • the recess by a existing bracket formed on the side of the directional crossbeam.
  • a threshold is as Straightening traverse formed. A separate directional beam is therefore unnecessary.
  • the threshold can in particular be a monoblock threshold act. But it is also possible to use a two-block threshold to use.
  • the directional crossbeam is as formed separate component.
  • a separate component has the advantage that after adequate fixation of the track section, it is removed and attached can be reused elsewhere.
  • the separate component can span the entire track and recordings have to fix the rails.
  • Such a variant is special advantageous in connection with monoblock sleepers.
  • a separate component can advantageously be used which is to be inserted between the two blocks of the Two-block threshold is formed.
  • the directional crossbeam therefore has one relatively small size and can be located lower become. Due to the shorter lever arm, this advantageously leads at lower moments.
  • a separate directional crossbar can also be used for wide sleepers or Plates can be used advantageously.
  • the straightening crossmember can according to various embodiments of the invention be designed as a rod, a bar or a box profile.
  • On Box profile is particularly advantageous in the case of a directional crossbeam which is between the two blocks of a two-block threshold can be used.
  • the lateral direction of the track section takes place according to further refinements the invention via at least one set screw, an eccentric or a spindle gear, which each serve as an adjusting device.
  • an eccentric or a spindle gear which each serve as an adjusting device.
  • the spindle gear can for example comprise a threaded rod, which also serves as a directional crossbeam.
  • the straightening device is thereby particularly simple and uncomplicated.
  • the threaded rod can be provided with a protective bellows.
  • the fixed carriageway can be on the directional crossbeam means for lateral Fixation should be provided. Means can also be provided for this be attacking the thresholds.
  • the second variant has the Advantage that the straightening crossbar after straightening and fixing the track section disassembled over the sleepers and re-used elsewhere can be.
  • means for fixing the altitude can also be attached to the directional crossbeam of the track section and / or the mutual altitude of the be provided on both rails.
  • the two side End areas of the directional crossbar each have a spindle device for Abspindeln the directional crossbar be arranged. The attitude is thereby possible without any problems.
  • Sleeves with internal thread are provided, in which spindles are inserted.
  • the sleeves are in particular detachably connected to the directional crossbeam.
  • the sleeves with a bayonet lock the directional crossbar.
  • the spindle can advantageously can be released from the directional crossbar.
  • the spindles are the Spindle device at the same time as formwork holder for a formwork for the upper base layer is formed. This allows separate formwork supports be saved.
  • the traction means are preferably releasably attached to the angle supports. Thereby can the angle supports after the finished base layer has hardened can be easily resolved and stand for reuse to disposal.
  • the traction means can have a loop at one end have and passed through a bushing in the angle brackets become.
  • the traction means can then be attached to the Angle supports are anchored. The pins are simply removed to release them the end loops of the traction means pulled out again.
  • the traction means directly above the direct one Base layer to be anchored to the rod, especially via the rod comprehensive ring. Because of the small lever arm influencing the rod is avoided.
  • the traction means can both immediately above attack the lower base layer as well as further up. This can be preferred in the manner of a rope triangle. The when placing the concrete for the upper support layer acting on the angle supports are thereby optimally intercepted.
  • Fig. 1 shows a two-part threshold 1 with a first part 2 and second part 3, each carrying a rail 4, 5, via releasable fastening means 6 are connected to the threshold 1.
  • the two parts 2 and 3 of the threshold 1 are connected to one another via connecting rods 7, which are supplemented via struts 7 'to form a reinforcement cage 8.
  • the sleepers 1 are with the connecting iron 7 and the reinforcement cage 8 poured into an upper base layer 9 made of concrete, which on a lower base layer 10, in particular a hydraulically bound base layer, is applied. Furthermore, one is in the upper base layer 9 connected to the reinforcement cage 8, in particular bridged, steel mat 11 poured.
  • the two parts 2 and 3 of the threshold 1 each have one or two sides Concrete or reinforcing extensions 12 through which threaded sleeves 13 are guided downwards over the parts 2 and 3 of the threshold 1 survive and are connected to the reinforcement cage 8.
  • spindles 14 are screwed in at their lower end each have a base plate 15 with which the spindles 14 on the lower base layer 10 are supported.
  • the connecting iron 7 longitudinally displaceable fixing plate 16 provided with a central passage opening 17, which in detail in Fig. 2 and 3 is shown.
  • a rod 18 guided with its lower end in a Recess 19 protrudes into the lower base layer 10.
  • Fig. 1 also shows formwork elements 20, the side of the upper base layer 9 are arranged and extend in the longitudinal direction of the road.
  • the formwork elements 20 are over an upper formwork holder 21 and a lower formwork holder 22 on the threshold support the threshold 1 or via band iron with formwork locks on Anchored rod.
  • the lower formwork holder can 22a anchored to a steel mat 11 fastened to the threshold his.
  • the upper formwork holders 21a are each on one Rail foot 23, 24 of the rails 4, 5 hooked in and preferably out Round steel made.
  • the lower formwork holders 22a are preferably made made of flat steel and are each suspended in a strut of the steel mat 11.
  • the fixing plate 16 is in two parts formed with two mirror-symmetrical halves 25, 26, grasp the two connecting irons 7 and together between them Leave out the passage opening 17 for the rod 18.
  • the two Halves 25 and 26 also each have at least one passage opening 27, 28 for the implementation of fasteners, in particular an Allen screw 29, 30, each with a nut 31, 32nd work together.
  • the nuts 31, 32 are preferably on the two Halves 25, 26 welded so that they are captive. Instead of The halves 25, 26 can also be fixed by fastening means 27, 29 are welded to the threshold reinforcement.
  • the lifting and straightening device shown in Fig. 4 comprises a frame 33 with a central, horizontal support 34, in the two side extension arms 35 and 36 are retractable and extendable, which in turn on their free Ends with vertical supports 37 and 38 are connected to vertical guides 39 and 40 are slidably guided in height.
  • the vertical guides 39, 40 are each with their lower end on a floor chassis 41, 42, in particular a crawler chassis, supported, with which the frame 33 can be moved on the lower base layer 10 is.
  • central, horizontal support 34 On the underside of the central, horizontal support 34 are lifting cylinders 43 attached with roller tongs 44 and running and straightening rollers 45. There is also a work platform below the horizontal, central support 34 46 provided. Via the lifting cylinder 43 with the roller tongs 44 are the rails 4 and 5 of a track section to be laid can be raised, the frame 33 simultaneously in the longitudinal direction of the rails 4, 5 is movable. The same applies to the running and straightening rollers 45, are supported on the top and on the sides of the rails 4, 5. The lateral extension arms 35, 36 are retracted and extended via a drive 47. Accordingly, for raising and lowering vertical supports 37 and 38 on the vertical guides 39 and 40 as well not shown for moving the frame 33 along the road Drives provided.
  • a track section with sleepers 1 and rails 4, 5 is moved by means of the frame 33 of the lifting and straightening device shown in FIG. 4 raised and above the lower base layer 10 of the road roughly positioned. Then at a threshold 1 in the lower base layer 10, in particular laser-controlled, introduced a hole and then hammered a rod 18 into the bore 19 or screwed in or inserted and cast. Next is the Threshold 1 aligned laterally and in height via the frame 33, an inclination in the transverse direction of the roadway is also adjustable. Then the spindles 14 are screwed out of the sleeves 13 so far, until they sit on the lower base layer 10 with their underlay plates 15.
  • the threshold 1 is fixed by means of the fixing plate 16 fixed to the rod 18 mutual displacement by the both parts 25 and 26 of the fixing plate 16 along the connecting struts 7 pushed together and by screwing in the Allen screws 29, 30 be clamped on this.
  • the Allen screws can also a weld can be provided.
  • the threshold 1 After the threshold 1 has been fixed in the intended position poured them into the upper base layer 9. For this, the formwork is used beforehand 20, 21, 22 attached. If the top base material, so especially the concrete that begins to set, the preferred ones Spindles 14 turned up in the sleeves 13 so that the threshold 1 one Shrinkage of the upper base layer 9 can follow when setting. The Threshold 1 slides down with the fixing plate 16 on the rod 18. The lateral fixation of the threshold 1 is retained.
  • the described manufacture of the solid takes place Roadway according to the inventive method preferably in cycles.
  • the manufacturing process according to the invention begins with the in Fig. 5a shown first clock.
  • the rails 4, 5 with the sleepers 1 fastened thereon raised by means of a first frame 33 and roughly aligned at a distance from the lower base layer 10.
  • the frame 33 then moves forward in the working direction I into that in FIG. 5b position shown.
  • the first frame 33 takes over Crawler track 41, 42 is supported on the lower base layer 10, via connecting rods 48 with two further frames 33 ', 33' ', which via the rollers 45 are supported on the rails 4, 5.
  • the first Frame 33 again roughly aligned a threshold 1, while the second Frame 33 'that is previously from the first frame 33 in the previous one Work cycle roughly aligned threshold 1 finely aligned.
  • the second frame is based on support means 51 on the lower one Base layer 10 from.
  • the thresholds 1 in between can, but do not have to, supported by unscrewing their spindles 14 become.
  • the third frame also supports it is supported on the lower base layer 10 via support means 51.
  • the first frame 33 again guides the rough alignment further threshold 1 and the second frame 33 'the fine alignment of the previously roughly aligned from the first frame 33 threshold 1.
  • 5d shows the next work cycle in which the three frames 33, 33 ' and 33 '' again in working direction I by a certain threshold number have advanced.
  • the second threshold 1 is passed through the third frame 33 '' finely aligned and fixed. Now that can Formwork 20 are attached to the two fixed sleepers 1 and the thresholds 1 in between into the upper carrier material 9 shed. After the upper base layer 9 has completely set the formwork 20 removed. If necessary after cleaning, it can then can be reused earlier.
  • two-part threshold 1 basically any other thresholds, in particular, one-piece sleepers or plates 1a are used. It is only necessary to attach the sleepers 1 or panels 1a to provide for the rod 18, for example an elongated hole 49 or a side device such as a bracket 50 or a lateral recess 50a in the middle of a one-piece threshold 1 or plate 1a with suitable adjusting and / or fixing means.
  • the thresholds 1 and the rails 4, 5 are aligned in particular laser controlled. Basically, however, all other possible ones Measuring method can be used. All sleepers with sleeves 13 are preferred provided so that any thresholds or all thresholds if necessary can be supported on the lower base layer 10. Also the fixing plates 16 are preferably provided on all thresholds 1 or so trained that they can be retrofitted.
  • FIG. 6 and 7 Another device for lifting and straightening one to be installed Track section is shown in Figures 6 and 7.
  • the device comprises a floor trolley 49 with four caterpillars 50, on which the entire lifting and straightening means are arranged. Otherwise, the device is correct essentially corresponds to the device described above. Also In principle, the device is used in the same way as previously described. Due to the crawler track 49, the shown Device can be moved completely independently of the track.
  • FIGS. 8 and 9 is in a base layer 101 introduced a sleeve-shaped bolt 102 on a solid roadway and anchored.
  • a rod 103 engages in the sleeve-shaped bolt 102 its lower end, which in an elongated hole 104 of a cross member 105 according to arrow I in the direction of the longitudinal axis of the cross member 105 is led.
  • the rod 103 engages around the bolt 102.
  • an adjusting screw 106 which is in a thread 107 of the traverse 105 is rotatably mounted. About this set screw 106 the rod 103 is displaced relative to the cross member 105 or vice versa.
  • the traverse 105 has two receptacles 109 on its upper side 108 two rails of a track, not shown here. By recording 109 the rails are laterally fixed relative to the crossbeam 105. Therefore, the tracks used with the traverse 105 are actuated the set screw 106 laterally shifted. In this way, the Lateral position of the track can be set up.
  • Traverses 105 of this type can basically be used for a track to be set up be provided between each threshold. But it is also possible to provide the trusses 105 only at certain intervals, that is not between all thresholds. Even the thresholds themselves can be found in this Be designed as a directional crossbar.
  • the rod 103 is preferably detachable with the cross member 105 connected, for example screwed into this. After removing the Rod 103 and loosening the rails from the crosshead 105 can face this slightly lowered from the track and then removed from the side. As a result, the traverses 105 can be reused.
  • FIGS. 10 and 11 Another possibility of setting the lateral direction using the crossbar 105 is shown in FIGS. 10 and 11. Accordingly, an eccentric device 110 used, which is arranged in the elongated hole 104 of the cross member 105 is.
  • the eccentric device 110 consists of a rod 111 which inserted into the sleeve-shaped bolt 102 and there through an inside lying support device is anchored. The top end of rod 111 stands above the traverse 105 upwards. On this protruding Section of the rod 111 is arranged the actual eccentric is fixed on the crossbar 105 by lateral guide strips 112.
  • the Eccentric 110 comprises an eccentric section 113, which on the guide strips 112 the crossbar 105 attacks to move the crossbar, and an actuating section 114, in particular a hexagonal section, to turn the eccentric according to arrow II.
  • the eccentric is fixed, in particular via a wedge 115 in the sleeve-shaped bolt 102. Also in this case, the sleepers themselves can be used as a beam be trained.
  • a spindle device 116 is provided, which in principle how the known spindle devices work on sleepers can.
  • the spindles 117 in the sleeves 118 By turning the spindles 117 in the sleeves 118 with an internal thread the spindles are placed on the base layer 101 in order to to fix the set altitude.
  • the sleeve 118 is releasably connected to the traverse 105, for example via a Bayonet lock, as indicated in FIGS. 12 to 16. Thereby the spindle 117 can be released from the traverse 105.
  • the Sleeve 118 released from the cross member 105 and the spindle device 116 with the spindle 117 pulled out upwards.
  • the spindle 117 is rotated, for example, via a Hexagon 119.
  • the spindle can also be used as a formwork holder become.
  • the formwork 120 is suspended in the spindle 117 or otherwise connected to it.
  • the top Base layer 121 or an underpour 121a on the lower base layer 101 be applied.
  • the spindle unit 116 too the formwork 120 are removed.
  • 18 and 19 show a monoblock threshold designed as a directional crossbar 150 with rail mountings 151 and a central slot 152, in which the straightening device 153 engages.
  • This is with the 18 and 19 designed as a spindle drive, with a spindle gear arranged in a housing 154, which can be actuated via a handwheel 155, one which crosses the housing Spindle 156 and a sleeve 157 attached to the housing, the engages over a bolt 159 introduced into the lower support layer 158.
  • the spindle 156 has a support plate 160 at each of its two ends with which it is supported in the slot 152 of the concrete sleeper 150.
  • the transmission moves with the transmission housing 154 in the corresponding direction according to arrow I along the Spindle 156. Since the gear housing 154 on the sleeve 157 supports the bolt 159, the monoblock threshold 150 is thereby the rails defined in the rail mounts 151 laterally shifted. In this way, the desired lateral position of the track section can be set.
  • the gear is preferably a reduction gear trained so that it is secured against unintentional adjustment is.
  • FIGS. 20 and 21 works in principle in the same way.
  • a reduction gear trained spindle gear 153 is provided, which is a Sleeve 157 and a bolt 159 supported on the lower base layer 158.
  • the spindle 156 is, however extended to a separate directional crossbeam that at both ends each carries a rail mount 151.
  • the one shown in Figs. 20 and 21 Variant is between two sleepers or, in the case of panel construction, inserted between the rail bases around the track section align laterally.
  • the handwheel 155 is on the Top of the gear housing 154 is provided.
  • two protective bellows 161 are also provided, of which, however only one is shown.
  • the directional crossbeam is formed as a box profile 162.
  • This in turn has a central one Recess 163 in which a in the manner previously described Eccentric 164 is inserted.
  • the side ends of box section 162 are formed with tapered walls 165, the inclination of the inclination the opposite walls 166 of the two blocks 167 one Two-block threshold 168 corresponds. This allows the box section 162 simply inserted between the two blocks 167 of the monoblock threshold 168 become.
  • the eccentric 164 is also supported, also in that previously described Way, by means of a bolt 169 in the lower support layer 170 from. By rotating the eccentric 164, the box profile 162 can be relative are laterally shifted to the lower support layer 170. About the Rail receptacles 171 on the two blocks 167 of the two-block sleeper 168 the track section is taken along and can thus in be aligned laterally as desired.
  • the variant shown in FIGS. 24 and 25 again includes a Spindle gear 172 with a handwheel 173 and a spindle 174.
  • An receiving shoes 175 are arranged at the two ends of the spindle 174, the slope of which automatically matches the slope of the opposite one Pages 176 of the two blocks 177 of a monoblock threshold 178 to adjust.
  • the spindle gear is in turn located in a gear housing 179, which is supported by a sleeve 180 on a bolt 181, which in a lower support layer 182 is introduced.
  • the spindle 174 is again provided with two protective bellows 183, of which only one is shown here is.
  • the two blocks 177 carry the two-block threshold 178 here also rail mounts 184.
  • the spindle 174 moves accordingly Arrow I in the lateral direction and takes over the receiving shoes 175 the two-block threshold 178 and thus the two rails in the Rail mounts 184 with. In this way, the track can be aligned sideways become.
  • the gear is again preferred as a transmission gear trained so that it is secured against unintentional adjustment is.
  • FIGS. 26 and 27 is in a lower Base layer 201 a rod 202, in particular a straightening bolt introduced and anchored.
  • angle brackets 203 are set up on the lower base layer 201, one vertical leg 204 and, as shown in FIG. 27, comprise two horizontal legs 205 enclosing an angle ⁇ .
  • Wire rope 206 tensioned which has one end on a steel ring 207 is anchored, which is applied to the rod 202.
  • the others End of the wire ropes 206 are each through a passage 208 in the Angle supports 203 guided and have a loop 209.
  • the Scarf boards 213 attached.
  • the Formwork boards arranged so that the wire cables 206, 211, 212 each run between two adjacent formwork boards. Separate bushings in the formwork boards are unnecessary.
  • the layer of concrete between the each other opposite sheathing boards are cast. If the concrete layer is sufficiently hardened, the angle brackets 203 removed by pulling the pins 210 out of the loops 209. The formwork boards 213 can then also be removed. On in this way, not only the formwork boards 213 but also the angle supports 203 available for reuse. Only that Wire ropes 206, 211 and 212 are lost. So that is the invention Processes particularly simple and economical.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Automobile Manufacture Line, Endless Track Vehicle, Trailer (AREA)
  • Revetment (AREA)
  • Iron Core Of Rotating Electric Machines (AREA)
  • Train Traffic Observation, Control, And Security (AREA)
  • Automatic Assembly (AREA)
  • Navigation (AREA)
EP00105577A 1999-03-19 2000-03-16 Méthode de réalisation d'une voie ferrée Expired - Lifetime EP1039033B1 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
EP05010127A EP1564331B1 (fr) 1999-03-19 2000-03-16 Dispositif de levage
ES05010127T ES2319435T3 (es) 1999-03-19 2000-03-16 Dispositivo de elevacion.

Applications Claiming Priority (10)

Application Number Priority Date Filing Date Title
DE19912421 1999-03-19
DE19912421 1999-03-19
DE19927943 1999-06-18
DE19927943 1999-06-18
DE19928583 1999-06-22
DE19928583 1999-06-22
DE19929873 1999-06-30
DE19929873 1999-06-30
DE10000227A DE10000227A1 (de) 1999-03-19 2000-01-05 Verfahren zur Herstellung einer festen Fahrbahn für Schienenfahrzeuge und Richtsystem zur Verwendung bei einem solchen Verfahren
DE10000227 2000-01-05

Related Child Applications (1)

Application Number Title Priority Date Filing Date
EP05010127A Division EP1564331B1 (fr) 1999-03-19 2000-03-16 Dispositif de levage

Publications (2)

Publication Number Publication Date
EP1039033A1 true EP1039033A1 (fr) 2000-09-27
EP1039033B1 EP1039033B1 (fr) 2006-05-31

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EP05010127A Expired - Lifetime EP1564331B1 (fr) 1999-03-19 2000-03-16 Dispositif de levage
EP00105577A Expired - Lifetime EP1039033B1 (fr) 1999-03-19 2000-03-16 Méthode de réalisation d'une voie ferrée

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Application Number Title Priority Date Filing Date
EP05010127A Expired - Lifetime EP1564331B1 (fr) 1999-03-19 2000-03-16 Dispositif de levage

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EP (2) EP1564331B1 (fr)
AT (2) ATE328155T1 (fr)
DE (3) DE10000227A1 (fr)
ES (2) ES2261112T3 (fr)
PT (1) PT1039033E (fr)

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1201824A1 (fr) * 2000-10-24 2002-05-02 GSG Knape Gleissanierung GmbH Réglage en hauteur d'une traverse en béton avec broche, traverse et procédé de production
EP1288370A1 (fr) * 2001-08-28 2003-03-05 Rhomberg Bau GmbH Blochet de traverse, traverse à blochets, procédé et moule pour la fabrication d'un blochet ou d'une telle traverse, superstructure de voie ferrée, et procédé de correction du niveau d'une voie ferrée sans ballast
WO2005033409A1 (fr) * 2003-10-09 2005-04-14 Koninklijke Bam Groep N.V. Procede et dispositif de pose d'un tronçon de voie ferree
NL1030308C2 (nl) * 2005-10-31 2007-05-03 Konink Bam Groep Nv Werkwijze en stelinstallatie voor het vervaardigen van een spoorbaantraject.
AU2007211764B2 (en) * 2006-02-03 2011-03-03 Koninklijke Bam Groep N.V. Ballastless track for railway vehicles
CN111705567A (zh) * 2020-06-30 2020-09-25 汪美霞 一种城市轨道交通线路轨道铺设安装方法
CN112959009A (zh) * 2021-02-08 2021-06-15 中铁十一局集团第三工程有限公司 高精度贝氏体异形钢轨焊接方法及系统
EP4015707A1 (fr) 2020-12-21 2022-06-22 Strabag AG Dispositif et procédé d'alignement des plaques de support de voie ainsi que procédé de fabrication d'une voie fixe
WO2023213537A1 (fr) * 2022-05-05 2023-11-09 Plasser & Theurer, Export von Bahnbaumaschinen, Gesellschaft m.b.H. Dispositif et procédé de relocalisation d'un composant d'infrastructure, en particulier d'une plaque de support de voie
AT526600B1 (de) * 2023-03-01 2024-05-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Vorrichtung und Verfahren zum Verlagern eines Infrastrukturbauteils

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DE10032022B4 (de) * 2000-07-01 2009-12-24 Robert Bosch Gmbh Verfahren zur Bestimmung der Ansteuerspannung für ein Einspritzentil mit einem piezoelektrischen Aktor
DE10107116A1 (de) * 2001-02-14 2002-10-24 Schreck Mieves Gmbh Ausrichteinrichtung und Verfahren zum Ausrichten und Einstellen der Soll-Einbaulage eines vormontierten Gleisrostes in ein schotterloses Oberbausystem in Trogbauweise
DE10236535B4 (de) * 2002-08-09 2004-08-05 Pfleiderer Infrastrukturtechnik Gmbh & Co. Kg Verfahren zur Herstellung einer Festen Fahrbahn mit der Traversenmethode auf Brücken und anderen Kunstbauwerken
DE10236534B3 (de) * 2002-08-09 2004-05-27 Pfleiderer Infrastrukturtechnik Gmbh & Co. Kg Feste Fahrbahn und Verfahren zu ihrer Herstellung
EP1529134A1 (fr) * 2002-08-09 2005-05-11 Pfleiderer Infrastrukturtechnik GmbH & Co. KG Voie sans ballast et procede de realisation correspondant
AT503599B1 (de) 2006-07-28 2007-11-15 Verkehrsbetr E Zuerich Verfahren zum herstellen einer festen fahrbahn für schienenfahrzeuge
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
KR101028744B1 (ko) * 2011-01-12 2011-04-14 라인호(주) 레일 이동식 선박이송장치 및 방법
DE202014010270U1 (de) 2014-12-10 2015-03-11 Db Bahnbau Gruppe Gmbh System zum Richten eines Gleises einer festen Schienenfahrbahn
DE202019102034U1 (de) * 2019-04-09 2020-07-10 Alois Schranz Metall & Maschinenbau Ausrichtvorrichtung zum Ausrichten von Schienen im Gleisbau
CN111364300B (zh) * 2020-03-26 2021-05-11 成都鑫都建设工程有限公司 一种地铁轨道多功能施工车

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EP0379148A2 (fr) * 1989-01-18 1990-07-25 Heilit & Woerner Bau-AG Procédé et dispositif pour la construction d'une superstructure de la voie sans ballast
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DE19708896A1 (de) * 1997-03-05 1998-10-01 Wayss & Freytag Ag Feste Fahrbahn, vornehmlich für den Weichenbereich
EP0894897A1 (fr) * 1997-07-07 1999-02-03 Walo Bertschinger AG Procédé de réalisation d'une voie

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DE19516163C1 (de) * 1995-02-25 1996-08-29 Hochtief Ag Hoch Tiefbauten Verfahren zur positionsgenauen Herstellung oder Einrichtung von Schienenstützpunkten und Maschinensystem für die Durchführung des Verfahrens

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DE3539225A1 (de) * 1985-11-05 1987-05-14 Max Knape Gmbh & Co Fa Verfahren zum einbau eines gleisrosts
EP0379148A2 (fr) * 1989-01-18 1990-07-25 Heilit & Woerner Bau-AG Procédé et dispositif pour la construction d'une superstructure de la voie sans ballast
US5653388A (en) * 1995-03-08 1997-08-05 Pfleiderer Verkehrstechnik Gmbh & Co. Kg Method and apparatus for constructing a permanent railroad track
DE19708896A1 (de) * 1997-03-05 1998-10-01 Wayss & Freytag Ag Feste Fahrbahn, vornehmlich für den Weichenbereich
EP0894897A1 (fr) * 1997-07-07 1999-02-03 Walo Bertschinger AG Procédé de réalisation d'une voie

Cited By (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1201824A1 (fr) * 2000-10-24 2002-05-02 GSG Knape Gleissanierung GmbH Réglage en hauteur d'une traverse en béton avec broche, traverse et procédé de production
EP1288370A1 (fr) * 2001-08-28 2003-03-05 Rhomberg Bau GmbH Blochet de traverse, traverse à blochets, procédé et moule pour la fabrication d'un blochet ou d'une telle traverse, superstructure de voie ferrée, et procédé de correction du niveau d'une voie ferrée sans ballast
WO2005033409A1 (fr) * 2003-10-09 2005-04-14 Koninklijke Bam Groep N.V. Procede et dispositif de pose d'un tronçon de voie ferree
NL1024494C2 (nl) * 2003-10-09 2005-04-15 Konink Bam Groep Nv Werkwijze en inrichting voor het aanleggen van een spoortraject.
NL1030308C2 (nl) * 2005-10-31 2007-05-03 Konink Bam Groep Nv Werkwijze en stelinstallatie voor het vervaardigen van een spoorbaantraject.
WO2007053020A1 (fr) * 2005-10-31 2007-05-10 Koninklijke Bam Groep N.V. Procede et installation de reglage permettant de realiser un tronçon ferroviaire
AU2007211764B2 (en) * 2006-02-03 2011-03-03 Koninklijke Bam Groep N.V. Ballastless track for railway vehicles
CN111705567A (zh) * 2020-06-30 2020-09-25 汪美霞 一种城市轨道交通线路轨道铺设安装方法
CN111705567B (zh) * 2020-06-30 2022-04-15 汪美霞 一种城市轨道交通线路轨道铺设安装方法
EP4015707A1 (fr) 2020-12-21 2022-06-22 Strabag AG Dispositif et procédé d'alignement des plaques de support de voie ainsi que procédé de fabrication d'une voie fixe
WO2022136261A1 (fr) 2020-12-21 2022-06-30 Strabag Ag Dispositif et procédé de nivellement de dalles de support de voies et procédé de réalisation d'une voie sur dalle
CN112959009A (zh) * 2021-02-08 2021-06-15 中铁十一局集团第三工程有限公司 高精度贝氏体异形钢轨焊接方法及系统
WO2023213537A1 (fr) * 2022-05-05 2023-11-09 Plasser & Theurer, Export von Bahnbaumaschinen, Gesellschaft m.b.H. Dispositif et procédé de relocalisation d'un composant d'infrastructure, en particulier d'une plaque de support de voie
AT526600B1 (de) * 2023-03-01 2024-05-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Vorrichtung und Verfahren zum Verlagern eines Infrastrukturbauteils
AT526600A4 (de) * 2023-03-01 2024-05-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Vorrichtung und Verfahren zum Verlagern eines Infrastrukturbauteils

Also Published As

Publication number Publication date
EP1564331A2 (fr) 2005-08-17
DE50012838D1 (de) 2006-07-06
ES2319435T3 (es) 2009-05-07
PT1039033E (pt) 2006-09-29
EP1039033B1 (fr) 2006-05-31
DE50015494D1 (de) 2009-01-29
ATE417961T1 (de) 2009-01-15
ATE328155T1 (de) 2006-06-15
DE10000227A1 (de) 2000-10-19
EP1564331B1 (fr) 2008-12-17
ES2261112T3 (es) 2006-11-16
EP1564331A3 (fr) 2005-08-24

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