EP1417379A1 - Verfahren zum kontinuierlichen lagern einer schiene auf einer festen fahrbahn sowie justiereinrichtung und feste fahrbahn - Google Patents
Verfahren zum kontinuierlichen lagern einer schiene auf einer festen fahrbahn sowie justiereinrichtung und feste fahrbahnInfo
- Publication number
- EP1417379A1 EP1417379A1 EP20020751115 EP02751115A EP1417379A1 EP 1417379 A1 EP1417379 A1 EP 1417379A1 EP 20020751115 EP20020751115 EP 20020751115 EP 02751115 A EP02751115 A EP 02751115A EP 1417379 A1 EP1417379 A1 EP 1417379A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- rail
- trough
- adjusting device
- fixed
- 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
Links
- 238000000034 method Methods 0.000 title claims abstract description 26
- 239000011178 precast concrete Substances 0.000 claims abstract description 38
- 239000000945 filler Substances 0.000 claims abstract description 18
- 239000007787 solid Substances 0.000 claims description 29
- 239000004567 concrete Substances 0.000 claims description 27
- 238000004382 potting Methods 0.000 claims description 14
- 150000001875 compounds Chemical class 0.000 claims description 13
- 239000011440 grout Substances 0.000 claims description 12
- 238000005266 casting Methods 0.000 claims description 9
- 238000003860 storage Methods 0.000 claims description 9
- 239000010426 asphalt Substances 0.000 claims description 8
- 230000008961 swelling Effects 0.000 claims description 8
- 239000013521 mastic Substances 0.000 claims description 5
- 239000008187 granular material Substances 0.000 claims description 2
- 239000011449 brick Substances 0.000 claims 3
- 239000004570 mortar (masonry) Substances 0.000 abstract description 2
- 230000008901 benefit Effects 0.000 description 7
- 229940125898 compound 5 Drugs 0.000 description 6
- 239000011083 cement mortar Substances 0.000 description 4
- 238000010276 construction Methods 0.000 description 4
- 238000011065 in-situ storage Methods 0.000 description 4
- 230000015572 biosynthetic process Effects 0.000 description 3
- 238000009413 insulation Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 239000000758 substrate Substances 0.000 description 3
- 230000008878 coupling Effects 0.000 description 2
- 238000010168 coupling process Methods 0.000 description 2
- 238000005859 coupling reaction Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000001556 precipitation Methods 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 230000002411 adverse Effects 0.000 description 1
- 244000309464 bull Species 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000013016 damping Methods 0.000 description 1
- 239000008393 encapsulating agent Substances 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 230000005012 migration Effects 0.000 description 1
- 238000013508 migration Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 238000009418 renovation Methods 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B21/00—Track superstructure adapted for tramways in paved streets
-
- 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
-
- 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
- E01B2203/00—Devices for working the railway-superstructure
- E01B2203/16—Guiding or measuring means, e.g. for alignment, canting, stepwise propagation
-
- 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
- E01B2204/09—Ballastless systems
Definitions
- the present invention relates to methods for the continuous storage of a rail on a fixed track, in particular precast concrete parts, wherein the rail is arranged in a trough of the fixed carriageway and fixed by pouring the trough with a mass and a corresponding solid roadway of a concrete slab.
- the invention relates to an adjusting device for temporary attachment of a rail in a trough of a fixed track, wherein the adjusting device the track with respect to a reference point, in particular with respect to the trough and / or parallel to it running rail in their position. bulls and fixes.
- solid lanes which are made of precast concrete or in-situ concrete.
- a particular embodiment of such solid carriageways is that a trough is arranged at the top of the concrete slab. In the trough the rail runs. For a substantial attachment of the rail in the trough the rail is cast by means of an elastic encapsulant in the trough.
- Such a system is known as Infundo.
- a disadvantage of the prior art it is in some applications that the rail is fixed in the trough by means of fasteners before the rail is poured. Together with the rail and the fasteners are cast with, even if they are no longer needed to maintain the position of the rail due to the potting compound. At the Crossing the rails with rail-mounted vehicles, especially in high-speed trains, make this cast fasteners negative impact. The vibration behavior of the rails is influenced at these points, whereby the ride comfort of the rail vehicle and the wear behavior of the rails are worsened.
- Object of the present invention is therefore to improve by suitable measures the ride comfort and wear behavior on solid roads and to provide a way of particularly fast production of a slab track, especially in the local traffic area.
- the rail is arranged in a trough of the fixed track and fastened by pouring out the trough.
- Chamber filling stones are arranged on the side of the rail and the space between the chamber fillers and the tray cheeks is filled with a grout.
- the chamber filling blocks are preferably used together with the rail in the rail trough of the precast slab.
- the clamping of the Kammerdrallsteine and thus the rail is done by the grout.
- this process makes rapid construction progress possible, that is to say when using this system, for example, an intersection area within one one day, so that the next day traffic could roll over this lane. This is a very big advantage, especially for renovation cases. It combines the advantages of the finished part solution and the continuous rail storage.
- the troughs can either be placed on a plate or integrated in the plate.
- the rails and / or the Kammer hypollsteine set up with an adjusting device, in particular with wedges within the trough to maintain an exact track position, so a very fast and easy track construction is possible.
- the rails can be fixed in the required position by means of the adjusting device, in particular with wedges until finally the permanent fixation by means of the grout gives sufficient strength.
- the adjusting device can either remain in the trough and be firmly cast with or, if the region of the adjusting device has remained recessed from the casting, be removed from the trough. The space in which the adjusting device had previously been can then be filled with the grout.
- the rail is fixed with conventional rail fasteners in addition to fixing with the Kammer hypochllsteinen and the grout.
- the Kammer hypollsteine may be made softer, since they are not solely responsible for the exact storage of the rail.
- the Kammer hypollsteine can be optimally designed in this case, for example, according to the criteria of sound insulation.
- the precast concrete slabs used for rail transport are also aligned in the vertical and horizontal directions and then filled with a potting compound, in particular bitumen-cement mortar.
- a permanent fixation with exact positioning of the rails is possible. It is a particularly quiet and thus noise-reduced driving, for example, trams allows.
- Chamber filling stones are arranged on the side of the rail and the space between the chamber fillers and the tray cheeks is filled with grout.
- the rails and / or the Kammer Stahlllsteine be set up with an adjusting device, in particular with wedges within the trough to maintain an exact track position.
- the wedges are used for temporary fixation of the rail in the predetermined position.
- the rail is finally permanently fixed by means of the grout.
- the rail can be fixed with conventional rail fasteners. These conventional rail fasteners, which usually clamp the rail foot to the trough bottom, optionally with an elastic intermediate layer, are advantageously fixed only after the adjusting device hold the rails in the predetermined position.
- the precast concrete slab is aligned in the vertical and horizontal directions and underpoured with a potting compound, in particular bitumen cement mortar for a permanent fixation of the precast concrete slab. If several precast concrete slabs are continuously coupled in the longitudinal direction, a very durable and stable solid slab is also obtained for rail transport.
- the precast concrete slab is covered with mastic asphalt, an intersection area can be executed very quickly and advantageously at ground level.
- the precast concrete slab is also suitable for other than rail- led vehicles can be used.
- emergency vehicles here an advantageous roadway is created.
- the cheeks of the trough or of the chamber filling stones facing the intermediate space are substantially parallel to the rail vertical axis.
- the precast concrete slab contains spindles.
- the precast concrete slab is aligned with these spindles and then submerged for permanent fixation.
- the rail is a grooved rail, as is commonly used for trams.
- the top edge of the panel can be flush with the top edge of the panel.
- the plate is not covered, it is advantageous if the top edge of the rail with the top edge of the plate runs in one plane. This allows a nearly level and quiet cross traffic.
- the plate in a version with cover including the cover is about the same thickness as a plate for a version without cover. In this way, a uniform substrate can be prepared, on which both types of plates can be placed.
- the plates can be used for curved areas or straight sections of the track. Due to the trapezoidal design of the plate, the laying of the rails within curve sections is very easy, especially if the plates are designed shorter for such applications than for the rectilinear route.
- the fixed carriageway is a precast frame consisting of longitudinal beams and transom.
- the longitudinal beams are connected to the crossbars, the crossbars have essentially the function of positioning the two longitudinal beams.
- a stable roadway which can be manufactured as a finished part and only needs to be adjusted and mounted on the site.
- the precast frame is lighter than the precast panel and thus easier to install. Due to the large gaps between the individual transoms, for example, a very simple welcome the roadway. This too is particularly advantageous for urban driving.
- the rails are arranged on or in the longitudinal beams in such an embodiment of the precast concrete part.
- the longitudinal beams may be formed so that they contain a trough, in which the rails are attached.
- the rails are mounted on the longitudinal beams in a conventional manner by means of rail fasteners in bases or continuously.
- spindles are arranged in the stable running longitudinal beams.
- the longitudinal beams and thus the precast frame are moved to the predetermined position.
- the longitudinal beams with a Untergußmasse, in particular a bitumen-cement mortar undermolded to permanently fix the precast frame.
- the rail is adjusted before pouring the trough in the trough by means of an adjusting device, that subsequently the rail is poured into the trough, wherein the region of the adjusting device remains recessed, and that after the at least partial curing of the potting compound, the adjusting device is removed.
- a free vibration behavior of the rail is possible without the rail rests on the fixed adjusting device. It is particularly advantageous and inventive if the region of the adjusting device is poured out of the trough after its removal. As a result, a largely uniform vibration and damping behavior of the rail is also obtained in the areas in which the juxtaposition device was previously arranged. In this preferred embodiment, the mounting of the rail in the trough is uniform over the entire length of the rail. A difference between the previous adjustment point and the areas between two adjustment devices is barely detectable.
- the potting compound is adjusted so that it hardens so quickly that an adjusting device can be removed again while the casting of the rail has arrived at the following adjusting device.
- the rail already has so much strength after the casting of three running meters that the first adjustment must take over any adjustment function more. It can therefore be removed and reused in a following position. There is thus the advantage that relatively few adjustment devices are required to lay rails.
- the adjusting device can be arranged at different locations. It is advantageous if the rail is clamped by the adjusting device in the trough. Here, an alignment of the rail with respect to the trough or in relation to other measuring points is possible.
- the adjusting device takes, for example, the two rail heads, each with a clamping device.
- the two clamping devices are connected to one another by means of a connecting device, which has the predetermined spacing between the two rails.
- the connecting device is arranged above the fixed track.
- the rail is held by the adjusting devices from the side of the rail foot.
- a simpler adjustment of the rail is often possible.
- the fixed carriageway consists of a large number of concrete slabs, in particular of precast concrete elements, which are designed one after the other, aligned with each other and unobstructed. be poured.
- the orientation of the concrete slabs can be relatively coarse. There are relatively high tolerances possible, whereby the laying time is significantly reduced. This is possible because the actual alignment is not done on the concrete slabs but on the respective rail.
- the rail is inserted into the trough, adjusted and then the trough is filled with the particularly elastic casting compound. As a result, a solid, but elastic attachment of the rail on the fixed lane is possible.
- An adjusting device which is particularly suitable for carrying out the method described above, is used for temporary attachment of a rail in a trough a fixed track.
- the adjusting device adjusts and fixes the rail in relation to a reference point, which in particular is the trough itself, or a further rail extending parallel to the rail.
- the adjusting device consists of at least one clamping device for a rail and a connecting device for connecting the clamping device to the reference point.
- a particularly simple adjusting device is obtained in that the connecting device has a defined length, which corresponds to the actual distance of the rail from the reference point. It is therefore only to fix the rail with the clamping device and bring by means of the connecting device with the reference point in connection. The rail is already held thereby in its correct position.
- the adjusting device has a height adjustment device.
- the height adjustment device which is preferably supported on the fixed track, in particular in the region of the trough, is particularly simple, for example by means of a spindle executed, which changes the clamped rail in height in position.
- the connecting device extends above the trough.
- the clamping device is directed downwards in the direction of the rail and is particularly suitable for clamping the rail from the side of the rail head. In such a connection device, a special provision for the arrangement of the connection device with respect to the fixed carriageway is usually not required.
- the connecting device is designed such that it engages in a recess of the trough.
- the connecting device which usually runs transversely to the longitudinal axis of the fixed track, thus cuts through the trough in the transverse direction.
- Such a connection device usually has clamping devices which clamps the rail from the side of the rail foot. In the fixed carriageway, this provision must be made in the form of the recess of the trough.
- a fixed carriageway according to the invention consists of a concrete slab, in particular of a large number of precast concrete elements, for the continuous storage of a rail.
- the solid roadway has a trough, in which the rail is arranged and fixed by pouring the trough with an elastic mass.
- the fixed carriageway has a recess substantially transversely to the longitudinal direction of the fixed carriageway in the region of the trough.
- an adjusting device or a part thereof is at least temporarily added.
- the recess serves the formation or use of a drainage channel for rainwater, which accumulates between two parallel bumps or troughs of a solid lane.
- the fixed track which has such a recess, can be used for temporary attachment of a rail by means of an adjusting device.
- an adjusting device for temporary attachment of a rail by means of an adjusting device.
- the attachment of a rail according to the invention in a trough of the fixed track with the further inventive adjustment device possible.
- the recess serves to form a drainage channel and is also particularly advantageous and inventive.
- the solid roadway is thus extremely flexible.
- the trough is arranged substantially on a surface of the concrete slab. This facilitates the production and allows the formation of a relatively thin concrete slab, which is inexpensive to produce and transport, since it has a low weight.
- the recess in the trough extends at least to the surface of the plate, it is possible that the precipitation water, which collects on the plate surface between the troughs, can run off completely.
- the rainwater collects in the recess and runs off through the recess from the fixed roadway.
- a directed towards the outside of the plate slope of the recess additionally supports the drainage of rainwater.
- a solid roadway in which the rail is largely cast in the trough.
- the rail has a particularly high strength on the solid road and is also still soundproofed by the elastic potting compound.
- the recess which on the one hand can serve to receive the adjusting device and on the other hand as a drainage channel, can also serve as a predetermined breaking point of the plate for defined cracking with appropriate design.
- the recess which extends transversely to the troughs to the plate surface, will form cracks exactly at these points. These defined cracks can be easily and reliably inspected with regard to Condition of the plate. If the crack is too strong, it may be necessary to replace the corresponding plate.
- Figure 1 shows a solid roadway with placed on a plate surface troughs
- Figure 3 shows a solid lane with an attacking from above adjusting device
- FIG. 4 shows a detail view of FIG. 3
- Figure 5 shows a solid roadway with an attacking below the rail adjustment
- FIG. 6 shows a detailed view of FIG. 5
- FIG. 7 shows a precast concrete slab in a perspective view
- Figure 8 is a detail view of a rail fastening
- Figure 9 is a precast concrete slab with cover in a perspective view
- Figure 10 is a precast concrete panel without cover in a perspective view
- Figure 1 1 a precast concrete frame in perspective view
- Figure 12 is another precast concrete frame in a perspective view.
- a solid roadway is shown in a perspective view, which consists of juxtaposed precast concrete panels 1.
- the prefabricated slab 1 consists essentially of a plate with a substantially rectangular cross section and with bumps 2 placed thereon. Two of the bumps 2 each form a trough 3, in which a rail 4 is laid.
- the prefabricated panels 1 are deposited, for example, on a hydraulically bound support layer and fixed in their position, for example by means not shown spindles. Subsequently, the precast slab 1 is underpoured with a Untergußmasse, which is introduced by means of openings 6 between the precast slab 1 and the hydraulically bonded support layer.
- the individual prefabricated panels 1 can either be set loosely together or also be coupled together in a known manner.
- the bumps 2 which form the trough 3 extend.
- Two rails 4, 4 ' which form the track for rail-guided vehicles, run parallel to each other at a predetermined defined distance.
- the rails 4, 4 ' which are each located in the trough 3, are each shed with an elastic sealing compound 5 in the trough 3 and thereby permanently fixed.
- other than the rails shown here can be used in the same way.
- FIG. 2 shows a further embodiment of a precast slab 1.
- the laying of precast slabs 1 takes place in the same way as described above in FIG.
- the advantage of such prefabricated panel 1 is, for example, that it can be used for level crossings, as the tracks and the track bed can be traversed across the track.
- FIG. 3 shows a precast slab 1 according to FIG.
- the bumps 2 and thus the troughs 3 extend above the actual precast slab. 1
- the troughs 3 and the bumps 2 on recesses 7, which extend transversely to the longitudinal direction of the bumps 2 and 3 troughs.
- the recesses 7 of a trough 3 correspond with recesses 7 of the parallel trough 3 '.
- an adjusting device 8 is used, which connect the two parallel rails 4, 4 'together and thereby fix.
- the adjusting device 8 consists of two clamping devices 10 and one, the two clamping devices 10 interconnecting connecting device 11.
- a height adjustment device 12 is provided in the region of each end of the adjusting device 8 and in the rail 4, 4 '.
- the height adjustment device 12 consists in the present embodiment of a spindle, which is supported on the bottom of the recess 7 and thereby affects the height of the rail 4, 4 'and fixed.
- the trough 3 can be filled with an elastic potting compound 5. It remains the area of the adjusting device 8 initially blanked, so that the adjusting device 8 after the extensive curing of the sealing compound 5 can be removed again. The adjustment and mounting of the rail 4 takes over at this time already the potting compound 5, so that the adjusting device 8 is no longer necessary.
- FIG. 4 shows a detailed view of the adjusting device 8 in the region of the clamping device 10.
- the rail 4 consists of a rail 20, a rail web 21 and a rail head 22.
- the clamping device 10 engages the rail 4 in the present embodiment from the side of the rail head 22 ago and clamps the rail head 22 and / or the rail web 21 by a clamp 13 presses the rail 4 against a stop 14.
- the clamping force is effected by means of a screw 15 which moves the clamp 13 in the direction of the stop 14.
- the clamp 13 can be completely removed from the adjusting device 8, so that the adjusting device 8 can be removed from the partially cast-in rail 4, for example by tilting the adjusting device 8.
- the height adjustment of the adjusting device 8 by means of the height adjustment device 12, which is a spindle in the present embodiment.
- the height adjustment device 12 is supported on the bottom of the recess 7.
- the height adjustment device 12 is supported on the top of the hump 2 or on the precast panel 1. In a recess 7 can be dispensed with in this case. Under certain circumstances, however, it is necessary that the stop 14 is also movable, so that a release of the adjusting device 8 is made possible by the partially cast-rail 4.
- FIG. 5 shows a further prefabricated panel 1.
- bumps 2 are again arranged on the plate surface, which each form a trough 3.
- the recesses 7 extend into the region of the surface of the precast slab 1.
- the adjusting device 8 extends in this Embodiment below the rails 4, 4 'in the field of precast slab 1.
- the recesses 7 may remain at least partially open during the pouring of the trough 3, so that rain water, which collects between the two inner humps 2, can escape through these openings. In this way, a very simple drainage of a solid roadway is possible simultaneously with the other advantages.
- the adjusting device has the clamping device 10, which clamps the rail 4 from the side of the rail foot 20.
- the clamping device 10 has a stop 14 and a clamp 13.
- the clamp 13 is moved into the clamping or in the release position.
- the horizontal distance of the rails 4, 4 ' is effected by the fact that the connecting device 11 is fixedly connected to the stop 14. It is thus always the same distance of the rails 4, 4 'obtained from each other.
- the height adjustment takes place again with the height adjustment device 12, which in turn is a spindle or a screw.
- the height adjustment device 12 is supported on the bottom of the recess 7 and is variable by rotation in height. Under certain circumstances, it is necessary that the connecting device 11 or the stop 14 is arranged at least partially releasably or movably on the adjusting device 8, to allow removal of the adjusting device 8 from the partially cast rail 4.
- the recess 7 in the present embodiment extends into the precast slab 1. This makes it possible, in a particularly advantageous embodiment of the invention, to simultaneously provide the recess 7 as a drainage channel, in which an opening of the recess 7 below the rail 4 or the trough 3 is kept free during the pouring out of the region of the adjusting device 8 of the trough 3. This can for example be done by a pipe before pouring the area of Justiereinrich- 8 is inserted, or that the potting compound is removed after casting from the recess 7 in the area below the rail 4 again.
- FIG. 7 shows a precast concrete slab 1 in a perspective view.
- the precast concrete slab 1 has openings 6, in which a potting compound, in particular bitumen cement mortar can be filled for pouring the prefabricated slab 1.
- the sub-molding of the precast slab 1 happens after the precast slab 1 by means of spindles 18, which several times on the plate 1, was aligned in the vertical and / or horizontal direction.
- the plate 1 By pouring the plate 1, the plate 1 is permanently fixed in its predetermined position.
- Several of the plates 1 can be connected to each other by from the end faces of the plate 1 excellent threaded rods 19 are connected and clamped together. This is a connection method which is common on fixed carriageways for high-speed rail traffic. With the present invention, this technique is also applied to the rail transport, in particular trams in urban operation.
- the troughs 3, 3 ' are designed such that the rails 4 can be optimally secured.
- conventional rail fasteners 23 are provided, which fasten the rails in a conventional manner on the plate 1, preferably at a distance of about 3 m.
- the cheeks of the troughs have alternately recesses 25 and wedge surfaces 26.
- the recesses 25 serve, as will be described later, to fix the chamber filling stones used within the trough.
- the undercuts of the recesses 25 prevent a gradual migrate the Kammer Stahle from the trough 3, 3 '.
- an adjusting device, in particular wedges is applied, which cause a provisional fixation of the rail. After the rail is permanently attached, these wedges can be removed again and the cavities are optionally filled with a potting compound.
- FIG. 8 shows a detailed view of a rail fastening.
- the grooved rail 4 is disposed within the trough 3 of the precast slab 1.
- an elastic pad 24 is provided, on which the rail 4 is mounted continuously.
- the rail foot 20 engage conventional rail fasteners 23 and fix the rail 4 substantially in their desired position in both the vertical and in the horizontal direction.
- the rail fasteners 23 are anchored within the plate 1.
- Kammer hypoxia Side of the rail web 21 Kammer hypollsteine 30 are arranged.
- the Kammer hypollsteine 30 are usually used together with the rail 4 in the trough 3.
- wedges 31 are provided which on the one hand are supported on the wedge surfaces 26 of the trough 3 and on the other hand on a cheek 33 of the chamber fillers 30.
- the cheek 33 is in relation to the vertical axis the rail 4 and the wedge surface 26 arranged at an angle, so that the wedge 31 can clamp the Kammer circallstein 30 within the trough 3.
- Between the Kammer hypollsteinen 30 and the cheeks 34 of the trough 3, in particular the recesses 25 within the cheeks 34 is a gap 32 which is filled with a mass, not shown.
- Figure 9 shows a precast concrete slab with cover in a perspective view.
- the precast concrete slab 1 is designed such that it can receive a cover 36.
- the upper edge of the cover 36 is substantially flush with the upper edge of the rail 4.
- the cover 36 consists in many cases of mastic asphalt, which can be handled on the precast panel 1 also road traffic.
- FIG. 10 shows a prefabricated panel 1 without a cover in a perspective view. Compared to the precast slab of Figure 9 shows that this prefabricated slab without cover is thicker than the precast slab 1 with the cover. As a result, the substrate for both plate types can be designed to the same level and the combination of these two plate types can be carried out without further compensation of the substrates.
- FIG. 11 shows a precast concrete frame 38 in a perspective view.
- the precast concrete frame 38 consists of two longitudinal beams 38 and four transverse beams 39.
- the rails 4, 4 ' are arranged on the longitudinal beams 38.
- the attachment of the rails 4, 4 ' takes place with conventional rail fasteners 23, which are arranged on support points.
- a concrete precast frame 37 as shown in Figure 11, has particular advantages in terms of weight and thus the processing.
- the height of the crossbar 39 is formed smaller than the height of the longitudinal beams 38.
- FIG. 12 shows a further precast concrete frame in a perspective view.
- the rails 4, 4 ' are not arranged on the longitudinal beams 38, but in troughs 3, 3' of the longitudinal beams 38.
- An attachment of the rails 4, 4 'in the troughs 3, 3' can be either in the above-described inventive Way or in a conventional manner.
- the attachment of the rails 4, 4 ' can be carried out continuously or discontinuously and standing or hanging.
- the upper edge of the rails 4, 4 ' is advantageously flush with the upper edge of the longitudinal beams 38.
- the upper edge of the longitudinal beams 38 can also be lowered relative to the upper edge of the rails 4, 4', so that an additional covering can be arranged thereon.
- the present invention is not limited to the illustrated embodiments.
- other embodiments of the adjusting device and the clamping device are possible at any time. Combinations of the individual embodiments fall within the scope of the invention.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Machines For Laying And Maintaining Railways (AREA)
- Road Paving Structures (AREA)
- Railway Tracks (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Platform Screen Doors And Railroad Systems (AREA)
- Discharge Heating (AREA)
- Investigating Or Analyzing Materials By The Use Of Ultrasonic Waves (AREA)
Abstract
Description
Claims
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE10138803A DE10138803A1 (de) | 2001-08-14 | 2001-08-14 | Verfahren zum kontinuierlichen Lagern einer Schiene auf einer festen Fahrbahn sowie Justiereinrichtung und feste Fahrbahn |
DE10138803 | 2001-08-14 | ||
PCT/EP2002/007544 WO2003016629A1 (de) | 2001-08-14 | 2002-07-06 | Verfahren zum kontinuierlichen lagern einer schiene auf einer festen fahrbahn sowie justiereinrichtung und feste fahrbahn |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1417379A1 true EP1417379A1 (de) | 2004-05-12 |
EP1417379B1 EP1417379B1 (de) | 2005-07-06 |
Family
ID=7694708
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP02751115A Expired - Lifetime EP1417379B1 (de) | 2001-08-14 | 2002-07-06 | Verfahren zum kontinuierlichen lagern einer schiene auf einer festen fahrbahn sowie justiereinrichtung und feste fahrbahn |
Country Status (17)
Country | Link |
---|---|
US (1) | US20040182946A1 (de) |
EP (1) | EP1417379B1 (de) |
JP (1) | JP2004538401A (de) |
KR (1) | KR20040030113A (de) |
CN (1) | CN1268813C (de) |
AT (1) | ATE299200T1 (de) |
AU (1) | AU2002355978A1 (de) |
BR (1) | BR0211832A (de) |
CA (1) | CA2457074A1 (de) |
DE (2) | DE10138803A1 (de) |
EA (1) | EA005054B1 (de) |
HR (1) | HRP20040247A2 (de) |
HU (1) | HUP0401337A2 (de) |
IL (1) | IL160300A0 (de) |
PL (1) | PL204349B1 (de) |
WO (1) | WO2003016629A1 (de) |
YU (1) | YU10704A (de) |
Families Citing this family (29)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2861102B1 (fr) * | 2003-10-20 | 2006-03-17 | Lohr Ind | Troncon modulaire de voie pour vehicule de transport urbain autoguide sur pneumatiques |
DE102004024230B4 (de) * | 2004-05-15 | 2008-01-31 | Leonhard Weiss Gmbh & Co. Kg | Gleis mit bündig innerhalb der Oberfläche einer festen Fahrbahn liegenden Rillenschienen |
DE102004045766B4 (de) * | 2004-09-21 | 2014-02-27 | Polyplan Gmbh Polyurethan-Maschinen | Fertigteilplatte und Verfahren zur Herstellung einer festen Fahrbahn mit einer derartigen Fertigteilplatte |
DE102004061165A1 (de) * | 2004-12-16 | 2006-07-06 | Pfleiderer Infrastrukturtechnik Gmbh & Co. Kg | Betonfahrbahn für Schienenfahrzeuge |
DE102005013947A1 (de) * | 2005-03-26 | 2006-10-05 | Pfleiderer Infrastrukturtechnik Gmbh & Co Kg | Verfahren zur Höhenkorrektur einer festen Schienenfahrbahn und feste Schienenfahrbahn |
JP2006328649A (ja) * | 2005-05-23 | 2006-12-07 | Nippon Road Co Ltd:The | 路面電車用のレール固定構造 |
DE102006043745A1 (de) * | 2006-09-13 | 2008-04-03 | Max Bögl Bauunternehmung GmbH & Co. KG | Fahrweg und Verfahren zur Herstellung eines Fahrweges |
FR2911154B1 (fr) * | 2007-01-05 | 2014-07-18 | Lohr Ind | Rail de guidage ou de roulage enrobe d'une matiere de garnissage et procede de pose d'un tel rail |
EP2155964B1 (de) * | 2007-05-11 | 2014-06-18 | Feronia S.A. | Vorgefertigtes modul für einen schienenstrang und verfahren zur herstellung dieses moduls |
FR2920448B1 (fr) * | 2007-08-29 | 2013-07-05 | Lohr Ind | Module prefabrique de voie pour vehicule de transport urbain autoguide sur pneumatiques |
KR100854479B1 (ko) * | 2007-11-15 | 2008-08-26 | (주) 아시아방재연구원 | 레일설치지그 및 이를 이용한 매립식 철도궤도 시공방법 |
DE102008001293A1 (de) | 2008-04-21 | 2009-10-22 | Max Bögl Bauunternehmung GmbH & Co. KG | Feste Fahrbahn mit kontinuierlicher Auflagerung |
GB2477319B (en) * | 2010-01-29 | 2016-08-10 | Precast Advanced Track Ltd | Modular slab and modular surface system |
KR101421007B1 (ko) * | 2011-03-09 | 2014-07-16 | (주)청도코퍼레이션 | 궤도용 레일 매립형 프리캐스트 콘크리트 슬래브 패널 |
US8603376B1 (en) * | 2011-06-27 | 2013-12-10 | Thomas Sands | Railroad direct fixation tie covering system |
KR101115365B1 (ko) | 2011-09-09 | 2012-02-15 | 안양대학교 산학협력단 | 프리케스트 슬래브 궤도 시공공법 |
WO2014201523A1 (en) * | 2013-06-21 | 2014-12-24 | Aurizon Operations Limited | Improvements in railway tracks |
CN103952950B (zh) * | 2014-05-16 | 2016-02-24 | 洛阳双瑞橡塑科技有限公司 | 一种可拆卸结构的埋入式轨道 |
KR101678588B1 (ko) * | 2014-11-21 | 2016-11-23 | 빌트원 주식회사 | 트램궤도 시공방법 |
US10435849B2 (en) * | 2015-02-10 | 2019-10-08 | Vianini S.P.A. | Modular system for the laying of underground and railroad and tram lines |
US20170058517A1 (en) * | 2015-08-29 | 2017-03-02 | Clark Pacific Precast, Llc | Integrated access floor system |
KR101720912B1 (ko) * | 2016-11-24 | 2017-03-28 | 서울과학기술대학교 산학협력단 | 철도차륜 전동소음 흡음 시스템 및 그 시공방법 |
EP3378605B1 (de) * | 2017-03-23 | 2019-10-30 | IPR-Intelligente Peripherien für Roboter GmbH | Robotersystem mit tragschiene und roboterplattform |
ES2684844B1 (es) * | 2017-03-31 | 2019-07-09 | Metropolitano De Tenerife S A | Dispositivo aislante extraible para carriles de garganta de vias urbanas de ferrocarril |
JP6770763B2 (ja) * | 2018-08-09 | 2020-10-21 | 株式会社オーイケ | レール基礎の施工方法およびレール基礎ブロック |
CN110093817B (zh) * | 2019-05-07 | 2020-11-10 | 北京铁科首钢轨道技术股份有限公司 | 抗粘黏的铁路轨道小阻力扣件 |
JP2020026354A (ja) * | 2019-09-12 | 2020-02-20 | 株式会社オーイケ | レール基礎の施工方法およびレール基礎ブロック |
JP2021110160A (ja) * | 2020-01-10 | 2021-08-02 | 株式会社オーイケ | レール基礎を兼ねた排水溝およびコンクリートブロック |
CN116837667A (zh) * | 2023-05-30 | 2023-10-03 | 安徽省交通规划设计研究总院股份有限公司 | 一种快速施工的轨道桥梁结构及复合连接榫配筋计算方法 |
Family Cites Families (19)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1658541B2 (de) * | 1967-05-23 | 1973-04-05 | Strätner, Heinz, 4300 Essen | Gleistragplatte aus stahlbeton |
DE1809955B1 (de) * | 1968-11-20 | 1970-03-19 | Stelcon Ag | Verfahren zur befestigung von schienen in den schienenkanälen von gleistragplatten |
US3955761A (en) * | 1973-03-05 | 1976-05-11 | Szarka Enterprises, Inc. | Method for providing a vehicular supporting deck for a railroad grade crossing |
DE4408599A1 (de) * | 1994-03-15 | 1995-09-21 | Euka Bauelemente Verkaufsgesel | Längsschwellengleis |
DE4430967A1 (de) * | 1994-08-31 | 1996-03-07 | Xaver Riebel Bauunternehmung G | Schienenlagerung |
DE29516640U1 (de) * | 1994-10-27 | 1996-01-04 | Phoenix Ag | Schienenanordnung |
DE19519745C2 (de) * | 1995-05-30 | 2001-02-01 | Contitech Transp Bandsysteme G | Schotterloser Gleisoberbau |
US5609294A (en) * | 1995-07-21 | 1997-03-11 | Lucas, Jr.; Joseph | Railroad track assembly and method |
DE19709111C2 (de) * | 1997-03-06 | 2003-01-02 | Sedra Asphalt Technik Biebrich | Schienenkammerfüllelement zum maschinellen Einbau an Schienen sowie Einbauverfahren und -vorrichtung |
DE29705236U1 (de) * | 1997-03-22 | 1997-06-26 | Weiss Gmbh & Co Leonhard | Gleiseinrichtung |
US5924630A (en) * | 1997-07-21 | 1999-07-20 | Oldcastle Precast, Inc. | Precast reinforced concrete railway crossing slab |
DE19733909B4 (de) * | 1997-08-05 | 2006-07-06 | Max Bögl Bauunternehmung GmbH & Co. KG | Vorgefertigte Stahlbetonfertigteilplatte sowie Verfahren zu deren Herstellung |
HU222955B1 (hu) * | 1997-10-21 | 2004-01-28 | Phoenix Ag. | Sínelrendezés |
FR2775303B1 (fr) * | 1998-02-26 | 2000-06-23 | Alsthom Cge Alcatel | Procede de construction d'une voie de chemin de fer |
CA2251490C (en) * | 1998-10-22 | 2004-02-03 | Polycorp Inc. | Two-piece rail seal clip and tool for installing same |
DE19911467A1 (de) * | 1999-03-15 | 2000-09-21 | Knape Vermoegensverwaltungs Gm | Gleiskonstruktion mit gedämmter/elastischer Lagerung von Schienen an einer um Dämm-Material/Elastikmaterial herum geformten Stützschicht |
US6068195A (en) * | 1999-07-30 | 2000-05-30 | Century Group Inc. | Apparatus and method for railway crossing structure |
DE19946317C1 (de) * | 1999-09-28 | 2001-03-01 | Sedra Asphalt Technik Biebrich | Verfahren zur Herstellung eines schallgedämmten Gleises |
DE20005607U1 (de) * | 2000-03-22 | 2000-10-05 | Gawlista Peter | Betonmonolithische Ausbildung von Gleisen |
-
2001
- 2001-08-14 DE DE10138803A patent/DE10138803A1/de not_active Ceased
-
2002
- 2002-07-06 DE DE50203585T patent/DE50203585D1/de not_active Expired - Lifetime
- 2002-07-06 EP EP02751115A patent/EP1417379B1/de not_active Expired - Lifetime
- 2002-07-06 AT AT02751115T patent/ATE299200T1/de active
- 2002-07-06 CN CNB028159330A patent/CN1268813C/zh not_active Expired - Fee Related
- 2002-07-06 WO PCT/EP2002/007544 patent/WO2003016629A1/de active IP Right Grant
- 2002-07-06 BR BR0211832-7A patent/BR0211832A/pt not_active IP Right Cessation
- 2002-07-06 HU HU0401337A patent/HUP0401337A2/hu unknown
- 2002-07-06 US US10/486,120 patent/US20040182946A1/en not_active Abandoned
- 2002-07-06 YU YU10704A patent/YU10704A/sh unknown
- 2002-07-06 AU AU2002355978A patent/AU2002355978A1/en not_active Abandoned
- 2002-07-06 KR KR10-2004-7002256A patent/KR20040030113A/ko not_active Application Discontinuation
- 2002-07-06 CA CA002457074A patent/CA2457074A1/en not_active Abandoned
- 2002-07-06 JP JP2003520907A patent/JP2004538401A/ja active Pending
- 2002-07-06 PL PL367785A patent/PL204349B1/pl unknown
- 2002-07-06 EA EA200400307A patent/EA005054B1/ru not_active IP Right Cessation
-
2003
- 2003-07-06 IL IL16030003A patent/IL160300A0/xx unknown
-
2004
- 2004-03-12 HR HR20040247A patent/HRP20040247A2/hr not_active Application Discontinuation
Non-Patent Citations (1)
Title |
---|
See references of WO03016629A1 * |
Also Published As
Publication number | Publication date |
---|---|
KR20040030113A (ko) | 2004-04-08 |
JP2004538401A (ja) | 2004-12-24 |
US20040182946A1 (en) | 2004-09-23 |
BR0211832A (pt) | 2004-09-08 |
HRP20040247A2 (en) | 2004-08-31 |
DE10138803A1 (de) | 2003-02-27 |
YU10704A (sh) | 2006-08-17 |
IL160300A0 (en) | 2004-07-25 |
EP1417379B1 (de) | 2005-07-06 |
AU2002355978A1 (en) | 2003-03-03 |
WO2003016629A1 (de) | 2003-02-27 |
DE50203585D1 (de) | 2005-08-11 |
CN1268813C (zh) | 2006-08-09 |
EA200400307A1 (ru) | 2004-08-26 |
ATE299200T1 (de) | 2005-07-15 |
CN1541294A (zh) | 2004-10-27 |
CA2457074A1 (en) | 2003-02-27 |
HUP0401337A2 (en) | 2004-10-28 |
PL204349B1 (pl) | 2010-01-29 |
EA005054B1 (ru) | 2004-10-28 |
PL367785A1 (en) | 2005-03-07 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP1417379B1 (de) | Verfahren zum kontinuierlichen lagern einer schiene auf einer festen fahrbahn sowie justiereinrichtung und feste fahrbahn | |
EP0735189B1 (de) | Verfahren zur Herstellung eines schotterlosen Oberbausystems für zumindest ein Eisenbahngleis | |
EP2061933B1 (de) | Fahrweg und verfahren zur herstellung eines fahrweges | |
EP0980931B2 (de) | Einbauverfahren für eine feste Schienenfahrbahn | |
AT391499B (de) | Eisenbahnoberbau, insbesondere fuer schienenfahrzeuge mit sehr hohen fahrgeschwindigkeiten | |
EP0663470B1 (de) | Verfahren zur Herstellung eines Oberbaus für Eisenbahngleise | |
EP1026320B1 (de) | Verfahren zur Herstellung einer Festen Fahrbahn | |
DE10004194C2 (de) | Verfahren zur Fertigung einer festen Schienenfahrbahn auf einer Brücke | |
EP1882777B1 (de) | Verfahren zum Herstellen einer festen Fahrbahn für Schienenfahrzeuge | |
DE19848928A1 (de) | Feste Fahrbahn für eine Straßenbahn | |
EP0546380B1 (de) | Gleiskörper | |
DE19741059C1 (de) | Verfahren zur Herstellung einer Festen Fahrbahn für schienengebundenen Verkehr, sowie eine Feste Fahrbahn zur Durchführung des Verfahrens | |
DE4007710A1 (de) | Verfahren zum herstellen eines eisenbahnoberbaus im tunnel | |
EP1216326B1 (de) | Verfahren zur herstellung eines schallgedämmten gleises | |
EP0905319A2 (de) | Verfahren zur Herstellung einer Festen Fahrbahn für schienengebundenen Verkehr, sowie eine Feste Fahrbahn zur Durchführung des Verfahrens | |
DE19625249C2 (de) | Lagestabiler Gleiskörper aus Betonfertigteilen sowie Verwendung von Betonfertigteilen für diesen Gleiskörper | |
DE102008001293A1 (de) | Feste Fahrbahn mit kontinuierlicher Auflagerung | |
AT500876B1 (de) | Verfahren zum herstellen einer festen fahrbahn für schienenfahrzeuge | |
AT525562B1 (de) | Gleisanordnung und Gleisanordnungssystem | |
DE10310754B4 (de) | Verfahren zur Herstellung einer festen Schienenfahrbahn; Feste Schienenfahrbahn | |
AT375699B (de) | Schienenanordnung, insbesondere fuer strassenbahn- gleise | |
DE4428163C1 (de) | Verfahren zur Herstellung einer festen Fahrbahn für schienengebundenen Verkehr im Weichenbereich | |
DE19920075A1 (de) | Lagerung einer Schiene für Schienenfahrzeuge | |
DE10221626A1 (de) | Fahrweg für eine Magnetschwebebahn und Verfahren zur Herstellung eines Fahrwegs für eine Magnetschwebebahn | |
AT500973A4 (de) | Vorrichtung zum verlegen eines gleises |
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 |
|
17P | Request for examination filed |
Effective date: 20040212 |
|
AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR IE IT LI LU MC NL PT SE SK TR |
|
AX | Request for extension of the european patent |
Extension state: AL LT LV MK RO SI |
|
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 |
|
AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR IE IT LI LU MC NL PT SE SK TR |
|
AX | Request for extension of the european patent |
Extension state: LT LV MK RO |
|
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: 20050706 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: 20050706 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: 20050706 Ref country code: SK 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: 20050706 Ref country code: TR 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: 20050706 Ref country code: LU Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20050706 Ref country code: NL 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: 20050706 Ref country code: ES 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: 20050706 Ref country code: EE 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: 20050706 |
|
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 |
|
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: 20050731 Ref country code: MC Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20050731 |
|
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: 50203585 Country of ref document: DE Date of ref document: 20050811 Kind code of ref document: P |
|
GBT | Gb: translation of ep patent filed (gb section 77(6)(a)/1977) |
Effective date: 20050825 |
|
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: 20051006 Ref country code: BG 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: 20051006 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: 20051006 |
|
REG | Reference to a national code |
Ref country code: GR Ref legal event code: EP Ref document number: 20050403014 Country of ref document: GR |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
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: 20051212 |
|
LTIE | Lt: invalidation of european patent or patent extension |
Effective date: 20050706 |
|
NLV1 | Nl: lapsed or annulled due to failure to fulfill the requirements of art. 29p and 29m of the patents act | ||
REG | Reference to a national code |
Ref country code: IE Ref legal event code: FD4D |
|
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 |
|
26N | No opposition filed |
Effective date: 20060407 |
|
EN | Fr: translation not filed | ||
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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20060901 |
|
BERE | Be: lapsed |
Owner name: MAX BOGL BAUUNTERNEHMUNG G.M.B.H. & CO. KG Effective date: 20050731 |
|
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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20050731 |
|
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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20050706 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: GB Payment date: 20080723 Year of fee payment: 7 |
|
GBPC | Gb: european patent ceased through non-payment of renewal fee |
Effective date: 20090706 |
|
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: 20090706 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: CH Payment date: 20110714 Year of fee payment: 10 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: GR Payment date: 20120726 Year of fee payment: 11 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: IT Payment date: 20120727 Year of fee payment: 11 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: AT Payment date: 20120726 Year of fee payment: 11 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: MM01 Ref document number: 299200 Country of ref document: AT Kind code of ref document: T Effective date: 20130706 |
|
REG | Reference to a national code |
Ref country code: GR Ref legal event code: ML Ref document number: 20050403014 Country of ref document: GR Effective date: 20140204 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LI Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20130731 Ref country code: CH Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20130731 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: AT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20130706 Ref country code: GR Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20140204 Ref country code: IT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20130706 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: CZ Payment date: 20140625 Year of fee payment: 13 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: CZ Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20150706 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 20160729 Year of fee payment: 15 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R119 Ref document number: 50203585 Country of ref document: DE |
|
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: 20180201 |