EP1564331A2 - Dispositif de levage - Google Patents

Dispositif de levage Download PDF

Info

Publication number
EP1564331A2
EP1564331A2 EP05010127A EP05010127A EP1564331A2 EP 1564331 A2 EP1564331 A2 EP 1564331A2 EP 05010127 A EP05010127 A EP 05010127A EP 05010127 A EP05010127 A EP 05010127A EP 1564331 A2 EP1564331 A2 EP 1564331A2
Authority
EP
European Patent Office
Prior art keywords
straightening
threshold
support layer
rails
track
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
EP05010127A
Other languages
German (de)
English (en)
Other versions
EP1564331B1 (fr
EP1564331A3 (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
Publication of EP1564331A2 publication Critical patent/EP1564331A2/fr
Publication of EP1564331A3 publication Critical patent/EP1564331A3/fr
Application granted granted Critical
Publication of EP1564331B1 publication Critical patent/EP1564331B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

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
    • 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 invention relates to a system for straightening a track.
  • a disadvantage of the known method is that the lateral support spindles no longer accessible after casting the upper base course are. It is therefore already known, the lateral directional means to support the two outer walls of the trough. The support will but more expensive.
  • this Fugue continues in the longitudinal direction of the roadway continuously.
  • the invention is based on the object, a process for the preparation specify a fixed roadway of the type mentioned, this Disadvantages not. In particular, the best possible and stable Allows track alignment in a relatively simple manner and the Occurrence of long joints are avoided.
  • the invention has the object, an advantageous Specify system for lateral direction of the track, in the inventive Method can be used.
  • An advantage of the method according to the invention is that no Trough more is needed. This eliminates the need for attaching the trough required effort. It is also particularly advantageous that so that the Gap between the cast upper base layer and the trough disappears due to their continuous extension upon ingress of water represents a particular danger.
  • the rods in before introduced recesses introduced into the lower support layer can, for example, laser-controlled, positioned very accurately be, which also involves an accurate positioning of the rods results.
  • the necessary shifts of the track section relative to the Bars when aligning are relatively low.
  • the track section slidably attached to the bars in height. This has the advantage that the track after loosening the support on the lower support layer a Shrinkage of the upper base course material can follow.
  • the thresholds after the introduction of the upper support layer at the beginning of setting detached from the rails. This avoids that shifts, in particular thermal expansions and contractions of the rails during further bonding of the upper support layer to the sleepers be transmitted.
  • the rod is in the middle the threshold attached to this. The in the manufacture of sleepers occurring tolerances are thereby halved.
  • the recesses in the Lower support layer introduced as holes. These can be advantageous be introduced with very high accuracy.
  • Another Possibility is the recess than in the roadway longitudinal direction continuously extending slot. Furthermore, it is it is possible for the bars in making the lower support layer in this shorerütteln.
  • the alignment takes place the lateral and / or vertical position of the track section in two or more Steps. This has proven to be particularly advantageous.
  • the upper base layer used a formwork with formwork elements, the 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 Rod anchored.
  • the lower formwork holder is preferably cast with. This can be done with simple means a shuttering for the Pour the upper base course to be applied.
  • the formwork can be up be reused on the lower formwork holder. in principle But it is also possible to a shuttering car conventional type use.
  • two-part Thresholds with two connected by connecting bars, one each Used rail-carrying parts.
  • the use of two-piece sleepers has the advantage that the length of the joints between the threshold and the cast upper support layer and the weight of the threshold is reduced is.
  • the sheet is formed in two parts, with two, one each Half of the passage opening parts.
  • the two-part design has the advantage that the rod already introduced before complete lateral alignment of the threshold can be done by pushing the two parts apart and be joined together only after introduction of the rod.
  • a preferably used for the inventive method lifting device for lifting a track section with rails and thereon fixed sleepers comprises at least one, the roadway spanning Frame, on which in particular on the rails attacking gripper and lifting means are mounted for lifting the track section.
  • the frame is designed to be movable along the roadway.
  • the frame for aligning the lateral and / or vertical position 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 dispensable.
  • each frame a rail undercarriage, with all frames via connecting rods are connected to each other, the preferred at the same time Wear supply lines.
  • a ground gear is characterized only for the first frame needed, while the other frames on the already pre-directed rails can be moved. For the lifting and straightening process, these frames are based on the running surface of the ground gear, So the lower base layer.
  • all frames are on a common ground, in particular crawler track, arranged.
  • a complete device is formed with which the track section can be raised, aligned and fixed.
  • the frames also additionally roll on the rails Auflastrollen on, by which the rails are held down. This too has for the mobile lifting and aligning device proved to be particularly advantageous.
  • the second object is achieved by a system for straightening a track in the manufacture of a rail track, in particular a fixed Roadway in which the rail-carrying sleepers or slabs in an upper support layer of the roadway are cast or with such be submerged or relined, with a transverse to the rails to be arranged traverse, which to direct or indirect Attacking the rails is formed, one in the underground, in particular a lower base layer or the bottom of a trough, fixable Supporting element, on which the straightening crosshead can be supported, and Displacement means for moving the straightening beam 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 straightening beam, which itself on one in the underground, in particular in the lower base course, but supported from the bottom of a trough support to support over the provided on the straightening device displacement means the beam together with the track attached to it in the desired lateral position bring to.
  • a supporting element can serve in particular a rod, as previously described.
  • the straightening crossbar is uncomplicated in construction and can be easily handled and transported. at the same time the lifting device for holding the track section is thereby simplified, since it no longer has to be designed for the lateral direction.
  • the support element is preferably for arrangement in the middle of the roadway educated. The lateral direction is thereby simplified. Furthermore the support element is preferably releasably connectable to the ground. This facilitates disassembly of the straightening bar after sufficient Curing of the upper base course. In a bar can this particular an insertable into the ground sleeve may be provided in which telescopically engages the rod connected to the straightening truss or the other way around.
  • the straightening cross-member preferably has a recess which is used during straightening is penetrated by the rod.
  • the displacement means are based on this in particular in the recess from, to the straightening beam relative to the To move rod.
  • the recess can be used as a slot in the body Straightening cross be formed.
  • the recess by a be formed laterally on the straightening beam existing bracket.
  • the threshold is a threshold as Traverse formed. A separate straightening beam is thereby unnecessary.
  • the threshold may be a monoblock threshold act. But it is also possible, a two-block threshold to use.
  • the straightening truss as formed separate component has the advantage that it removed after sufficient fixation of the track section and on can be reused elsewhere.
  • the separate component can span the entire track and recordings to define the rails.
  • Such a variant is in particular advantageous in connection with monoblock sleepers.
  • the lateral direction of the track section takes place according to further embodiments the invention via at least one screw, an eccentric or a spindle gear, each serving as an adjusting device.
  • the lateral direction of the track section become.
  • the spindle gear can comprise, for example, a threaded rod, which also serves as a straightening crossbar.
  • the straightener is characterized very easy and uncomplicated.
  • the threaded rod can be provided with a protective bellows.
  • the fixed carriageway can be used on the straightening cross-means for lateral Fixation be provided. But it can also be provided for this means be who attack at the thresholds.
  • the second variant has the Advantage that the straightening bar after straightening and fixing the track section disassembled over the sleepers and reinstalled elsewhere can be.
  • the straightening truss also means for fixing the altitude the track section and / or the mutual altitude of the be provided on both rails.
  • the straightening truss each have a spindle device for Abspindeln the straightening be arranged. The attitude is thereby unproblematic possible.
  • the sleeves are in the straightening beam Sleeves with internal thread provided, in which spindles are used.
  • the sleeves are in particular detachably connected to the straightening cross member.
  • the sleeves with a bayonet lock with be connected to the beam. This allows the spindle advantageously be solved by the straightening truss.
  • the spindles of Spindle device at the same time as formwork holder for a formwork for formed the upper support layer. Separate formwork holders can thereby be saved.
  • the traction means are releasably attached to the angle brackets.
  • the angle brackets after hardening of the finished base layer can be solved in a simple manner and stand for reuse to disposal.
  • the traction means directly above the direct Support layer are anchored to the rod, in particular via a rod comprehensive ring. Because of the given small lever arm an influence of the rod is avoided.
  • the during the introduction of the concrete for the upper support layer acting on the angle brackets forces are characterized optimally intercepted.
  • Fig. 1 shows a two-part threshold 1 with a first part 2 and a second part 3, each carrying a rail 4, 5, via detachable Fasteners 6 are connected to the threshold 1.
  • the two parts 2 and 3 of the threshold 1 are connected to each other via connecting bars 7, which are supplemented by struts 7 'to a reinforcement cage 8.
  • the sleepers 1 are connected to the connecting bars 7 and the reinforcement cage 8 poured into an upper support layer 9 made of concrete, on a lower Supporting layer 10, in particular a hydraulically bound support layer, is applied. Furthermore, in the upper support layer 9 a connected to the reinforcing cage 8, in particular bland, steel mat 11 poured.
  • the two parts 2 and 3 of the threshold 1 each have one-sided or two-sided Concrete or Armianssfort instruments 12, through which threaded sleeves 13 are guided down through the parts 2 and 3 of the threshold. 1 survive and are connected to the reinforcement cage 8.
  • spindles 14 are screwed, which at its lower end each have a base plate 15 with which the spindles 14 on the lower support layer 10 can be supported.
  • the connecting iron 7 longitudinally displaceable guided fixing plate 16th provided with a central passage opening 17, which in detail in 2 and 3 is shown.
  • a rod 18 is guided, with its lower end in a recess 19 protrudes in the lower support layer 10.
  • Fig. 1 also shows formwork elements 20, the side of the upper support layer 9 are arranged and extend in the longitudinal direction of the roadway.
  • the formwork elements 20 are above an upper formwork holder 21 and a lower formwork holder 22 at the threshold support the threshold 1 or via steel band with shutter locks on Rod anchored.
  • the lower formwork holder 22 a anchored to a steel mat attached to the threshold 11 be.
  • the upper formwork holders 21a are each at one Rail foot 23, 24 of the rails 4, 5 mounted and preferably from Made of round steel.
  • 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, the two connecting bars 7 embrace and between them to avoid 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 interact.
  • the nuts 31, 32 are preferred to the two Halves 25, 26 welded so that they are captive. Instead of Fixing via fastening means 27, 29, the halves 25, 26 also be welded to the Schwellenarm réelle.
  • the lifting and straightening device shown in Fig. 4 comprises a frame 33 with a central horizontal support 34, in the two lateral Auslegearme 35 and 36 are retractable and retractable, in turn, at their free Ends are connected to vertical beams 37 and 38 which are mounted on vertical guides 39 and 40 are guided in height displaceable.
  • the vertical guides 39, 40 are each with their lower end on a ground chassis 41, 42, in particular a crawler chassis, supported, with which the frame 33 is movable on the lower support layer 10.
  • a track section with sleepers 1 and rails 4, 5 means the frame 33 of the lifting and straightening device shown in Fig. 4 raised and above the lower base layer 10 of the roadway roughly aligned.
  • a threshold 1 in the lower Support layer 10 in particular laser-controlled, introduced a bore and then struck or screwed a rod 18 in the bore 19 or used and shed.
  • the threshold becomes 1 aligned over the frame 33 laterally and in height, and also a slope in the transverse direction of the roadway is adjustable.
  • the spindles 14 from the sleeves 13 so far unscrewed until with their Rest mounting plates 15 on the lower support layer 10.
  • the threshold 1 by means of the fixing plate 16th fixed to the rod 18 mutual displacement by the two parts 25 and 26 of the fixing plate 16 pushed together along the connecting struts 7 and by screwing the Allen screws 29, 30 on this be tightened.
  • the Allen screws can also be a weld be provided.
  • the threshold 1 After the threshold 1 has been fixed in the intended position is they are poured into the upper support layer 9. For this purpose, the shuttering 20, 21, 22 attached. If the upper base course material, ie especially the concrete begins to bind, the spindles are preferred 14 in the sleeves 13 turned up, so that the threshold 1 a Shrinkage of the upper support layer 9 can follow when setting. The Threshold 1 slides with the fixing plate 16 on the rod 18 down. The lateral fixation of the threshold 1 remains.
  • the fasteners 6 of the rails 4 and 5 can be solved to an input of forces during the further binding of the upper Support layer 9 in the threshold 1 on the rails 4, 5 to avoid.
  • the rail fasteners 6 then tightened again and the formwork elements 20 and the upper formwork holder 21 is removed.
  • the lower formwork holders 22, 22 a remain in the upper support layer 9.
  • the described preparation of the fixed Roadway according to the inventive method preferably cyclically.
  • the inventive production method begins with the in Fig. 5a illustrated first clock.
  • the rails 4, 5 with the attached thereto thresholds 1 raised by a first frame 33 and roughly aligned with the lower support layer 10.
  • the frame 33 then continues in the working direction I before in the in Fig. 5b shown position.
  • the first frame 33 which takes over Crawler undercarriage 41, 42 is supported on the lower support layer 10, via connecting rods 48 two more frame 33 ', 33 "with, over the rollers 45 are supported on the rails 4, 5.
  • the third Frame 33 active to the previously already coarse and finely aligned Threshold 1 fine to align and finally fix. That is, the Spindles 14 are brought to their final positions, and the threshold 1 becomes fixed to the rod 18 by the fixing plate 16 on the connecting iron 7 tightened or welded. Also the third frame supports in the process via support means 51 on the lower support layer 10. At the same time, the first frame 33 again guides the coarse alignment of a further threshold 1 and the second frame 33 'the fine alignment of the previously by the first frame 33 roughly aligned threshold 1 by.
  • 5d shows the next working 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 is 1 by the third frame 33 "finely aligned and fixed Formwork 20 are attached to the two fixed thresholds 1 and the intermediate thresholds 1 in the upper substrate 9 to shed. After complete setting of the upper support layer 9 is the formwork 20 removed. If necessary, after cleaning, they can then be reused further forward.
  • any other thresholds in particular, one-piece sleepers or panels 1a are used. It is only necessary to the sleepers 1 or plates 1a a mounting option provide for the rod 18, for example a Slot 49 or a lateral 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 agents.
  • the orientation of the sleepers 1 and the rails 4, 5 takes place in particular laser controlled. In principle, however, all other possible Measuring method used. All sleepers with sleeves 13 are preferred provided so that, if necessary, any thresholds or all thresholds can be supported on the lower support layer 10. Also the fixing plates 16 are preferably provided on all sleepers 1 or so trained that they can be attached later.
  • FIG. 6 Another device for lifting and straightening a to be laid Track section is shown in Figures 6 and 7.
  • the device comprises a ground gear 49 with four tracks 50 on which the entire lifting and directing means are arranged. Otherwise, the device is right with the device described above substantially match. Also the use of the device takes place in principle in the same way as previously described. Due to the crawler track 49, the illustrated Device be moved completely independent of track.
  • FIGS. 8 and 9 In the variant shown in FIGS. 8 and 9 is in a support layer 101 a solid track a sleeve-shaped bolt 102 introduced and anchored.
  • a sleeve-shaped pin 102 engages a rod 103 with his lower end, which in a slot 104 of a traverse 105th according to arrow I in the direction of the longitudinal axis of the traverse 105 slidably is guided.
  • the rod 103 surrounds the bolt 102.
  • To the Rod 103 engages laterally an adjusting screw 106, which in a thread 107, the cross member 105 is rotatably mounted. About this screw 106th the displacement of the rod 103 relative to the traverse 105 or vice versa.
  • the traverse 105 On its upper side 108, the traverse 105 has two receptacles 109 for two rails of a track, not shown here.
  • the rails are laterally fixed relative to the traverse 105. Therefore, the tracks used with the Traverse 105 by actuation the adjusting screw 106 laterally displaced. In this way, the Side position of the track to be established.
  • the trusses 105 After the track over the trusses 105 laterally and above the thresholds is aligned in height, is on the lower support layer 101 an upper support layer is applied, in which the sleepers are cast become. After sufficient curing of the upper support layer can the trusses 105 are released from the rails and removed. Therefor the rod 103 is preferably detachably connected to the cross member 105, for example, screwed into this. After removal of the rod 103 and Loosening the rails from the traverse 105 can do this across the track lowered slightly and then removed laterally. Thereby can the trusses 105 are reused.
  • FIGS. 10 and 11 Another way of adjusting the lateral direction via the crossbeam 105 is shown in FIGS. 10 and 11. Accordingly, an eccentric 110 used, which is arranged in the slot 104 of the traverse 105 is.
  • the eccentric 110 consists of a rod 111, the inserted in the sleeve-shaped bolts 102 and there by an inside anchoring support device is anchored.
  • the upper end of the rod 111 is above the Traverse 105 upwards.
  • the actual eccentric is arranged, the is fixed by lateral guide rails 112 on the cross member 105.
  • Eccentric 110 includes an eccentric 113, which on the guide rails 112 the crossbar 105 attacks to move the crossbar, and an actuating section 114, in particular a hexagonal section, to twist the eccentric according to arrow II.
  • the lateral position of the cross member 105 of the eccentric is fixed, in particular via a wedge 115 in the sleeve-shaped bolt 102. Also in this Fall, the sleepers themselves can in this way as a straightening be educated.
  • the spindle can also be used as a formwork holder become.
  • the formwork 120 is suspended in the spindle 117 or otherwise associated with this.
  • the upper Supporting layer 121 or a bottom casting 121a on the lower support layer 101 be applied.
  • the spindle unit 116 can also the formwork 120 are removed.
  • FIGS. 18 and 19 show a monoblock sleeper designed as a straightening traverse 150 with rail receivers 151 and a central slot 152, in which the straightening device 153 attacks.
  • This is in the embodiment formed as spindle drive according to FIGS. 18 and 19, with a spindle gear arranged in a housing 154, which can be actuated via a hand wheel 155, a traversing the housing Spindle 156 and a housing attached to the sleeve 157, a engages in the lower support layer 158 introduced bolt 159.
  • the spindle 156 has at its two ends in each case a support plate 160 on, 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 on the bolt 159 is supported, thereby the monobloc tie 150 with the rails set in the rail receptacles 151 laterally displaced. In this way, the desired lateral position of the track section be set.
  • the transmission is preferred as a reduction gear trained, so that it is secured against accidental adjustment is.
  • FIGS. 20 and 21 works in principle in FIG same way.
  • a preferred as a reduction gear trained spindle gear 153 is provided, which extends over a Sleeve 157 and a bolt 159 on the lower support layer 158 is supported.
  • the spindle 156 is extended to a separate straightening beam, at both ends each carries a rail receptacle 151.
  • the illustrated in Figs. 20 and 21 Variant is thus between two thresholds or, in panel construction, inserted between the rail support points to the track section align laterally.
  • the handwheel 155 on the Top of the gear housing 154 is provided. To avoid one Pollution of the spindle 156 are on this both sides of the spindle housing 154 also provided two bellows 161, of which, however only one is shown.
  • the straightening beam is formed as a box profile 162.
  • This in turn has a central Recess 163, in which in a previously described manner a Eccentric 164 is used.
  • the lateral ends of the box profile 162 are formed with tapered walls 165, the inclination of the inclination the opposite walls 166 of the two blocks 167 one Double block threshold 168 corresponds.
  • the box section 162 between the two blocks 167 of the monoblock threshold 168 simply used become.
  • the eccentric 164 is also supported, also in the previously described Way, by means of a bolt 169 in the lower support layer 170th from. By rotating the eccentric 164 so the box section 162 can be relatively be displaced laterally to the lower support layer 170. About the Rail recordings 171 on the two blocks 167 of the two-block threshold 168 while the track section is taken and can so in desired way to be aligned laterally.
  • the variant shown in FIGS. 24 and 25 in turn comprises a Spindle gear 172 with a handwheel 173 and a spindle 174th An the two ends of the spindle 174 receiving shoes 175 are arranged in their inclination automatically to the inclination of the opposite Pages 176 of the two blocks 177 of a monoblock threshold 178 to adjust.
  • the spindle gear again sits in a gear housing 179, which is supported on a sleeve 180 on a bolt 181, the in a lower support layer 182 is introduced.
  • the spindle 174 is again provided with two bellows 183, of which also shown here only one is.
  • the two blocks 177 carry the two-block threshold 178 also here rail recordings 184.
  • the spindle 174 moves according to Arrow I in side direction and takes over the recording shoes 175 the two-block threshold 178 and thus the two rails in the Rail recordings 184 with. In this way, the track can be aligned laterally become.
  • the transmission is again preferred as a transmission gear trained, so that it is secured against accidental adjustment is.
  • a rod 202 in particular a straightening bolt introduced and anchored.
  • angle supports 203 are respectively arranged on the lower support layer 201, one vertical leg 204 and, as shown in FIG. 27, two angle ⁇ enclosing horizontal leg 205 include.
  • the others End of the wire ropes 206 are each through a passage 208 in the Angled supports 203 out and have a loop 209.

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)
  • Iron Core Of Rotating Electric Machines (AREA)
  • Automatic Assembly (AREA)
  • Navigation (AREA)
  • Train Traffic Observation, Control, And Security (AREA)
  • Revetment (AREA)
EP05010127A 1999-03-19 2000-03-16 Dispositif de levage Expired - Lifetime EP1564331B1 (fr)

Applications Claiming Priority (11)

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
EP00105577A EP1039033B1 (fr) 1999-03-19 2000-03-16 Méthode de réalisation d'une voie ferrée

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
EP00105577A Division EP1039033B1 (fr) 1999-03-19 2000-03-16 Méthode de réalisation d'une voie ferrée

Publications (3)

Publication Number Publication Date
EP1564331A2 true EP1564331A2 (fr) 2005-08-17
EP1564331A3 EP1564331A3 (fr) 2005-08-24
EP1564331B1 EP1564331B1 (fr) 2008-12-17

Family

ID=27512353

Family Applications (2)

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

Family Applications Before (1)

Application Number Title Priority Date Filing Date
EP00105577A Expired - Lifetime EP1039033B1 (fr) 1999-03-19 2000-03-16 Méthode de réalisation d'une voie ferrée

Country Status (5)

Country Link
EP (2) EP1039033B1 (fr)
AT (2) ATE417961T1 (fr)
DE (3) DE10000227A1 (fr)
ES (2) ES2261112T3 (fr)
PT (1) PT1039033E (fr)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1882777A1 (fr) 2006-07-28 2008-01-30 Stadt Zürich (Verkehrsbetriebe Zürich) Procédé pour fabriquer une voie ferrée sans ballast
CN102582785A (zh) * 2011-01-12 2012-07-18 芮茵赫有限公司 用于转移船只的移动轨道设备以及使用其转移船只的方法
CN111364300A (zh) * 2020-03-26 2020-07-03 成都鑫都建设工程有限公司 一种地铁轨道多功能施工车

Families Citing this family (20)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10032022B4 (de) * 2000-07-01 2009-12-24 Robert Bosch Gmbh Verfahren zur Bestimmung der Ansteuerspannung für ein Einspritzentil mit einem piezoelektrischen Aktor
DE20018176U1 (de) * 2000-10-24 2001-02-08 Gsg Knape Gleissanierung Gmbh Spindelvorrichtung zum Hochspindeln von Betonschwellen, Betonschwelle mit einer solchen Spindelvorrichtung und Vorrichtung zum Herstellen einer solchen Spindelvorrichtung
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
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
EP1529134A1 (fr) * 2002-08-09 2005-05-11 Pfleiderer Infrastrukturtechnik GmbH & Co. KG Voie sans ballast et procede de realisation correspondant
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
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.
DE102006005376A1 (de) * 2006-02-03 2007-08-16 Rail.One Gmbh Feste 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
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
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
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
AT18005U1 (de) * 2022-05-05 2023-10-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Vorrichtung zum Verlagern eines vorpositioniert auf einem Boden aufgelagerten Infrastrukturbauteils, insbesondere einer Gleistragplatte, in eine Zielanordnung, Kombination, System und Verfahren
AT526600B1 (de) * 2023-03-01 2024-05-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Vorrichtung und Verfahren zum Verlagern eines Infrastrukturbauteils

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2830137A1 (de) * 1978-07-08 1980-01-17 Zueblin Ag Verfahren zur herstellung von gleisoberbauten sowie stahlbetonfertigteile und verlegegeraet zur durchfuehrung des verfahrens
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
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
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

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3539225A1 (de) * 1985-11-05 1987-05-14 Max Knape Gmbh & Co Fa Verfahren zum einbau eines gleisrosts
DE19508107C1 (de) * 1995-03-08 1996-11-14 Pfleiderer Verkehrstechnik Verfahren und Vorrichtung zum Aufbau einer festen Schienenfahrbahn
DE19708896C2 (de) * 1997-03-05 1999-02-04 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

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2830137A1 (de) * 1978-07-08 1980-01-17 Zueblin Ag Verfahren zur herstellung von gleisoberbauten sowie stahlbetonfertigteile und verlegegeraet zur durchfuehrung des verfahrens
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
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
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

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1882777A1 (fr) 2006-07-28 2008-01-30 Stadt Zürich (Verkehrsbetriebe Zürich) Procédé pour fabriquer une voie ferrée sans ballast
CN102582785A (zh) * 2011-01-12 2012-07-18 芮茵赫有限公司 用于转移船只的移动轨道设备以及使用其转移船只的方法
CN111364300A (zh) * 2020-03-26 2020-07-03 成都鑫都建设工程有限公司 一种地铁轨道多功能施工车

Also Published As

Publication number Publication date
DE50012838D1 (de) 2006-07-06
EP1564331B1 (fr) 2008-12-17
EP1039033A1 (fr) 2000-09-27
ES2319435T3 (es) 2009-05-07
DE50015494D1 (de) 2009-01-29
ATE328155T1 (de) 2006-06-15
DE10000227A1 (de) 2000-10-19
EP1039033B1 (fr) 2006-05-31
PT1039033E (pt) 2006-09-29
EP1564331A3 (fr) 2005-08-24
ES2261112T3 (es) 2006-11-16
ATE417961T1 (de) 2009-01-15

Similar Documents

Publication Publication Date Title
EP1039033B1 (fr) Méthode de réalisation d'une voie ferrée
DE4411889A1 (de) Schotterloses Oberbausystem für zumindest ein Eisenbahngleis und Verfahren zur Herstellung
DE3716260C1 (de) Verfahren zur Justierung und Befestigung von Funktionsflaechen eines Fahrwegs einer elektromagnetischen Schnellbahn und Vorrichtung zur Durchfuehrung des Verfahrens
EP0635603A1 (fr) Procédé et dispositif pour la construction d'une superstructure de la voie sans ballast
EP1882777B1 (fr) Procédé pour fabriquer une voie ferrée sans ballast
EP1103657A2 (fr) Méthode de construction d'une voie ferrée sans ballast et dispositif de mise en oeuvre
EP1169516B1 (fr) Procede de renouvellement de voies ferrees
DE19516163C1 (de) Verfahren zur positionsgenauen Herstellung oder Einrichtung von Schienenstützpunkten und Maschinensystem für die Durchführung des Verfahrens
DE10029315A1 (de) Verfahren zur Herstellung einer festen Fahrbahn für Schienenfahrzeuge
DE10133607B4 (de) Verfahren und Palette zur Herstellung eines präzisen Betonfertigteiles
AT390288B (de) Einrichtung und verfahren zur lagekorrektur eines auf einem laengs-betonband eingiessbaren gleisgerippes
AT500982B1 (de) Verfahren zum verlegen eines gleisstranges einer festen fahrbahn
EP2010713B1 (fr) Voie de circulation et procede pour la fabrication de plaques prefabriquees en beton
EP1360397B2 (fr) Procede et palette pour produire une piece prefabriquee en beton precise
EP0715022B1 (fr) Procédé pour la réalisation ou l'installation de points d'appui de rails en position exacte et système de machines pour l'exécution du procédé
AT505821B1 (de) Verfahren und anordnung zum ausrichten vorgefertigter betontragplatten sowie tragbalkenelement zur verwendung in dem verfahren und der anordnung
DE10246898A1 (de) Vorrichtung zum Justieren der Schwellen von festen Fahrbahnen
DE2528114C3 (de) Vorschubrüstung zum Herstellen des Überbaus von Spannbetonbrücken oder dergleichen Tragwerken aus Fertigteilen
DE19522478C2 (de) Verfahren zur positionsgenauen und toleranzarmen Herstellung von Schienenstützpunkten mit hoher Oberflächengenauigkeit und Schalungselemente für die Durchführung des Verfahrens
DE102009060812B4 (de) System zum Richten eines Gleises einer festen Schienenfahrbahn
EP1636424A1 (fr) Procede de production d'une voie ferree pour vehicules ferroviaires
AT410296B (de) Verfahren zur herstellung einer tragplatte sowie tragplatte
DE202023105638U1 (de) Außenschalungsvorrichtung für die Konstruktion eines Durchlaufträgers
DE10021962A1 (de) Verfahren zum Positionieren von Zweiblockschwellen bezüglich einer Gleisrosttragplatte, Abstützanordnung zur Abstützung einer Zweiblockschwelle bezüglich einer Gleisrosttragplatte, feste Schienenfahrbahn
DE19733500A1 (de) Verfahren zum Herstellen einer festen Fahrbahn für Schienenfahrzeuge und Stützkörper zum Ausüben des Verfahrens

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AC Divisional application: reference to earlier application

Ref document number: 1039033

Country of ref document: EP

Kind code of ref document: P

AK Designated contracting states

Kind code of ref document: A2

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE

AK Designated contracting states

Kind code of ref document: A3

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE

17P Request for examination filed

Effective date: 20060221

AKX Designation fees paid

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE

17Q First examination report despatched

Effective date: 20061213

17Q First examination report despatched

Effective date: 20061213

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AC Divisional application: reference to earlier application

Ref document number: 1039033

Country of ref document: EP

Kind code of ref document: P

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: DR. GRAF & PARTNER INTELLECTUAL PROPERTY

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: GERMAN

REF Corresponds to:

Ref document number: 50015494

Country of ref document: DE

Date of ref document: 20090129

Kind code of ref document: P

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2319435

Country of ref document: ES

Kind code of ref document: T3

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20081217

REG Reference to a national code

Ref country code: IE

Ref legal event code: FD4D

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20081217

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090317

Ref country code: PT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090518

BERE Be: lapsed

Owner name: GSG KNAPE GLEISSANIERUNG G.M.B.H.

Effective date: 20090331

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20081217

Ref country code: MC

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20090331

26N No opposition filed

Effective date: 20090918

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: BE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20090331

REG Reference to a national code

Ref country code: CH

Ref legal event code: PFA

Owner name: GSG KNAPE GLEISSANIERUNG GMBH

Free format text: GSG KNAPE GLEISSANIERUNG GMBH#TAXETSTRASSE 1#85551 KIRCHHEIM B. MUENCHEN (DE) -TRANSFER TO- GSG KNAPE GLEISSANIERUNG GMBH#TAXETSTRASSE 1#85551 KIRCHHEIM B. MUENCHEN (DE)

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090318

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LU

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20090316

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CY

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20081217

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: GB

Payment date: 20120322

Year of fee payment: 13

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: IT

Payment date: 20120330

Year of fee payment: 13

REG Reference to a national code

Ref country code: DE

Ref legal event code: R082

Ref document number: 50015494

Country of ref document: DE

Representative=s name: MANITZ, FINSTERWALD & PARTNER GBR, DE

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: AT

Payment date: 20120313

Year of fee payment: 13

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 20130408

Year of fee payment: 14

Ref country code: CH

Payment date: 20130322

Year of fee payment: 14

Ref country code: ES

Payment date: 20130326

Year of fee payment: 14

REG Reference to a national code

Ref country code: DE

Ref legal event code: R082

Ref document number: 50015494

Country of ref document: DE

Representative=s name: MANITZ, FINSTERWALD & PARTNER GBR, DE

Effective date: 20130320

Ref country code: DE

Ref legal event code: R081

Ref document number: 50015494

Country of ref document: DE

Owner name: KNAPE GRUPPE HOLDING GMBH, DE

Free format text: FORMER OWNER: GSG KNAPE GLEISSANIERUNG GMBH, 85551 KIRCHHEIM, DE

Effective date: 20130320

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 417961

Country of ref document: AT

Kind code of ref document: T

Effective date: 20130316

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 20130316

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GB

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20130316

Ref country code: AT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20130316

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20130316

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DE

Payment date: 20140530

Year of fee payment: 15

Ref country code: NL

Payment date: 20140331

Year of fee payment: 15

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20141128

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20140331

Ref country code: CH

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20140331

Ref country code: LI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20140331

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20150424

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: ES

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20140317

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 50015494

Country of ref document: DE

REG Reference to a national code

Ref country code: NL

Ref legal event code: MM

Effective date: 20150401

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20151001

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: NL

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20150401