EP3337928A1 - Vorrichtung zur bildung eines bahnübergangs - Google Patents
Vorrichtung zur bildung eines bahnübergangsInfo
- Publication number
- EP3337928A1 EP3337928A1 EP16738818.0A EP16738818A EP3337928A1 EP 3337928 A1 EP3337928 A1 EP 3337928A1 EP 16738818 A EP16738818 A EP 16738818A EP 3337928 A1 EP3337928 A1 EP 3337928A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- rail
- rails
- moldings
- molding
- shaped body
- 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
- 238000000465 moulding Methods 0.000 claims description 406
- 238000000034 method Methods 0.000 claims description 22
- 229920001971 elastomer Polymers 0.000 claims description 12
- 238000004519 manufacturing process Methods 0.000 claims description 9
- 239000013013 elastic material Substances 0.000 claims description 8
- 239000008187 granular material Substances 0.000 claims description 8
- 238000009434 installation Methods 0.000 claims description 8
- 239000000463 material Substances 0.000 claims description 8
- 239000004567 concrete Substances 0.000 claims description 7
- 229910000679 solder Inorganic materials 0.000 claims description 7
- 239000004636 vulcanized rubber Substances 0.000 claims description 6
- 239000002023 wood Substances 0.000 claims description 6
- 239000010426 asphalt Substances 0.000 claims description 5
- 239000011324 bead Substances 0.000 claims description 3
- 230000015572 biosynthetic process Effects 0.000 claims description 2
- 238000006073 displacement reaction Methods 0.000 claims description 2
- 238000011161 development Methods 0.000 description 10
- 230000018109 developmental process Effects 0.000 description 10
- 125000006850 spacer group Chemical group 0.000 description 9
- 238000010276 construction Methods 0.000 description 7
- 238000012423 maintenance Methods 0.000 description 5
- 238000005553 drilling Methods 0.000 description 3
- 230000007704 transition Effects 0.000 description 3
- 238000013461 design Methods 0.000 description 2
- 239000000806 elastomer Substances 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 230000000284 resting effect Effects 0.000 description 2
- 208000031872 Body Remains Diseases 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000032683 aging Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 239000010431 corundum Substances 0.000 description 1
- 229910052593 corundum Inorganic materials 0.000 description 1
- 230000006735 deficit Effects 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 210000004907 gland Anatomy 0.000 description 1
- 230000012447 hatching Effects 0.000 description 1
- 238000010348 incorporation Methods 0.000 description 1
- 229910052500 inorganic mineral Inorganic materials 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 230000009191 jumping Effects 0.000 description 1
- 239000011159 matrix material Substances 0.000 description 1
- 239000011707 mineral Substances 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 229920002635 polyurethane Polymers 0.000 description 1
- 239000004814 polyurethane Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 238000009751 slip forming Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 230000035882 stress Effects 0.000 description 1
- 230000008719 thickening Effects 0.000 description 1
- 238000012549 training Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C9/00—Special pavings; Pavings for special parts of roads or airfields
- E01C9/04—Pavings for railroad level-crossings
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B7/00—Switches; Crossings
- E01B7/22—Special sleepers for switches or crossings; Fastening means therefor
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B7/00—Switches; Crossings
- E01B7/28—Crossings
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C9/00—Special pavings; Pavings for special parts of roads or airfields
- E01C9/08—Temporary pavings
- E01C9/083—Temporary pavings made of metal, e.g. plates, network
Definitions
- the invention relates to a device for forming a railroad crossing for crossing a track section.
- Intersections of a track with roads, paths or squares can be realized without the construction of overpasses or underpasses with level crossings.
- level height differences in the track grid that is to say to compensate for the height difference between the surface of the track bed and the running surfaces of the rails.
- typically areas in the space between the rails and on their outer sides are approximately flush filled up to rail height, with the rail near the side of the
- Rail heads Track grooves for the wheel flanges of the train wheels remain.
- a known procedure is to attach specially manufactured moldings in the space between the rails and on their outer sides.
- EP 0 639 670 B1 describes shaped-body units formed from rubber material
- outer plates have projections for engaging under the rail heads, while center plates are held in position by their own weight, complementarily formed tongue and groove connections and centering. Special measures for attachment to the trackbed or track rust are not provided.
- the described device is designed especially for bicycle friendliness. For larger ones
- EP 0 281 013 B1 shows plates for level crossings, which may consist of a relatively rigid and hard elastic material and which have expansion folds.
- the expansion folds are realized by grooves, in particular in the upper plate surface.
- these grooves can represent undesirable depressions in the road, which in turn can be dangerous especially for cyclists or pedestrians with heel shoes and also act as collection points for dirt.
- For large forces when braking or accelerating motor vehicles in turn there is a risk of slipping of plates.
- plates will be lifted up by unauthorized persons. Below the slabs there is a substructure of wooden blocks as well
- Rail fittings which cover the threshold fastening devices, so that the structure of a railroad crossing as a whole is relatively complex.
- Track transition is formed of a plurality of individual close-fitting moldings, which in the longitudinal direction of the track with each other with mechanical
- the mechanical connection means are in the form of brackets and adjustable in the longitudinal direction of the track with each other and connected at one point with a track threshold. Conveniently, only a single
- Retaining clip to be set in a molding row on a threshold.
- the stability achieved by this can sometimes not be sufficient for heavily used level crossings.
- Another disadvantage is that the moldings are not effectively secured against lifting upwards, so that they could be taken out by unauthorized persons.
- EP 0 904 463 B1 describes a device for fixing the position in one
- the moldings are thereby by means of a Fixierstangenstoffs extending in the longitudinal direction of the track system along, to a structural unit
- Track itself, so it is a level crossing of the track track in contrast to an underpass or overpass.
- a track section to be crossed thereby represents a roadway extending along a track bed for rail vehicles, in particular for vehicles which are guided mechanically on the rails with wheels, such as railways or rail-bound passenger transport such as trams or subways.
- a track section may have one or more, in particular parallel, tracks.
- a track typically comprises two parallel, e.g. on rails running on sleepers.
- a track can sometimes include more than two rails, such as in the case of three- or multi-rail tracks, which are used by rail vehicles of different gauge, or in the case of a traction power supply of the railcar by means of additional busbars.
- the rails are fixed to thresholds of wood, concrete, steel or plastic, which are arranged at regular intervals in the track bed.
- the track grid formed of rails and sleepers is typically stored in a ballast track bed.
- the device is especially prepared for crossing a track with a traffic area for motorized and / or non-motorized road users, so that the road users can cross the track over the railroad crossing.
- Crossing the traffic route is a road, a path or a place or a part of it intended for certain road users, for example, the roadway, the bicycle lane or the pedestrian lane of a street.
- the level crossing is intended for motorized road users (motor vehicles such as cars and trucks, motorcycles, mopeds, etc.) and / or non-motorized road users (cyclists, pedestrians, riders, etc.).
- the device is thus designed so that a transversely over tracks leading drivable and / or accessible level crossing can be formed, which is easily passable for different road users.
- the device is prepared for crossing a track section, which comprises at least two rails. These are typically a rail pair of a track. However, it may also be two rails of different, in particular adjacent running tracks.
- the rails each have a rail foot, a rail head and a rail web connecting the rail head and the rail foot.
- it is used as railroad tracks, tram rails or subway rails Vignole rails (Breitfußschienen). But there are others too
- Rail types such as e.g. Grooved rails, thick bars, crane rails,
- Tongue rails solid rails, block rails, rectangular rails.
- the device comprises at least one reusable and removable removable intermediate rail molding, which is arranged between the two rails when the device is installed. Furthermore, the device comprises at least one reusable and removable first and second
- Rail outer side moldings which adjoin the outside of the first and second rail when the device is installed.
- the molded bodies are arranged in the installed state such that the first rail outer side molded body, the intermediate rail molded body and the second rail outer molded body together form part or all of the traffic area of the railroad crossing, e.g. in a horizontal continuation of the road surface, across the rails.
- a track section to be crossed can also comprise more than two rails, in particular several parallel tracks.
- the traffic area of two tracks, each designed as a pair of rails the traffic area of
- Rail crossing be formed in that between the two rails of each track each an intermediate rail molding is arranged, also a first Schienenau diversion-
- Shaped body is arranged between the tracks, that is, both to the outside of the second rail of the first track and to the outside of the first rail of the second Track adjacent, further adjoining a second rail outside molded body to the outside of the first rail of the first track and finally adjacent to a third rail outer side molded body to the outside of the second rail of the second track.
- Molded traffic area of the railway crossing includes a gap caused by the track in a crossing the track track traffic area, such as a road.
- a traffic surface formed with moldings is prepared to enable motorized and / or non-motorized road users of the crossing traffic surface to pass transversely, in particular vertically, over the rails of the railway track, but not to drive non-rail vehicles along a roadway to provide the rails.
- the device comprises at least one transverse bore through the rail web of at least one of the two rails in the region of one of the adjacent molded bodies.
- the transverse bore is a hole drilled in the rail web, which runs transversely, preferably vertically, to the longitudinal direction of the rail through the rail web, so that the two rail chambers communicate with one another on both sides of the rail.
- the device comprises at least one fastening means, which extends through the transverse bore in the rail web of the rail, wherein one of the moldings by means of the fastening means by the transverse bore releasably fastened to the rail or fastened.
- the fastening means thus extends transversely, preferably perpendicular, to the longitudinal direction of the rails through the transverse bore.
- the attachable by means of the fastening means shaped body expediently has a receiving device for the fastening means, in which engages the fastening means. With the attachment means said moldings can be releasably but firmly, in particular without play, connected to the rail.
- the shaped body is accordingly by the fastening means on the rail with respect to all
- the shaped body is preferably fastened substantially exclusively by the at least one fastening means, that is to say according to an exemplary embodiment of the invention not by the fact that the shaped body engages in the rail chamber.
- the molded body is also fixed in the direction along the rail preferably exclusively by the at least one fastening means, that is to say according to an exemplary embodiment of the invention not thereby that the molded body is coupled together with further, adjacent, along the rail extending moldings.
- the shaped body is also preferably horizontal in the direction transverse to the rail, preferably exclusively by the at least one
- the attached by means of the fastening means through the transverse bore shaped body is therefore attached directly to the rail and thus fixed particularly stable against slipping longitudinally and transversely to the rail.
- the attachment described is accompanied by a transverse bore through a
- the device for forming the level crossing is designed so that the
- the possibility of being able to install and remove the level crossing repeatedly in a simple manner is advantageous in order to be able to carry out maintenance or repair work on the track track or on the track bed in the area of the level crossing, in particular in order to ensure the underfilling of the railway sleepers with ballast. ie to cram the track bed.
- An advantage of the device is also the small number of different components. This allows cost-effective production and easy installation and removal of the railroad crossing.
- the fastening means is as
- the fastening screw formed.
- the fastening screw extends through the Transverse bore in the rail web and can be screwed in the attachable by means of the fastener molding to screw this molding to the rail web.
- a fastening screw across the rail web is a particularly simple way to make a secure but releasable attachment of moldings.
- the attachable by means of the fastener moldings may have a threaded insert on its side facing the rail narrow side, so that the fastening screw is screwed into the threaded insert.
- a secure screwing, especially in a molded body made of a rubber-elastic material, can also be guaranteed in other ways, for example by means of a transverse nut.
- Fasteners depending on the material of the molding, in particular in a molded body made of wood, even without a threaded insert are screwed directly into it.
- At least one of the shaped bodies which is opposite to the fixing means fixable by means of the fastener on the other side of the same rail, locked to the fastener in a direction along the solder to secure this molding against lifting up.
- the said molded body is thus locked to the fastener so that it is secured against vertical upward movement.
- said shaped body remains movable in particular in the direction along the rail.
- At least one of the shaped bodies which faces the mold body fastenable by means of the fastening means on the other side of the same rail, arrested on the fastening means in a direction transverse to the perpendicular and transversely to the track to this shaped body against horizontal removal away secure from the rail.
- the said shaped body is thus locked to the fastening means so that it is secured against a horizontal movement away from the rail.
- the said molding remains but again in particular in the direction along the rail movable.
- Shaped bodies are still repositioned in the rail direction after locking. As a result, such a shaped body can be displaced, in particular subsequently, still precisely to the position of the shaped body which is opposite to it on the same rail and which is fastened by means of the fastening means.
- the invention may further comprise a holding means, in particular a holding block or a holding bracket, on which the at least one shaped body, which is opposite to the fixing means fixable by the fixing means on the other side of the same rail, is locked, wherein the holding means is fixed to the fastening means.
- a holding means in particular a holding block or a holding bracket, on which the at least one shaped body, which is opposite to the fixing means fixable by the fixing means on the other side of the same rail, is locked, wherein the holding means is fixed to the fastening means.
- the said molding is therefore only indirectly locked to the fastener. However, it is locked directly to the retaining means, which in turn is attached to the fastening means.
- the fastening means is designed as a fastening screw
- the retaining means may e.g. be fastened under the screw head of the fixing screw when the screw is tightened.
- the retaining means may include engagements, grooves, holes, hooks, or the like to lock the elongated securing means thereto.
- the fastening means can be particularly simple, for example, designed as a standard screw or a threaded pin.
- the flexibility in the construction of level crossings is increased.
- holding means and thus locking possibilities e.g. only be attached to some of the mounting screws. It may, for example, be provided that the moldings opposite the fastened moldings on the same rail have an integral multiple of the width of the fastened moldings and are not locked on each fastener.
- At least one of the shaped bodies which faces the mold body fastenable by means of the fastening means on the other side of the same rail, has a longitudinal channel along the length of the track.
- Longitudinal channel extends an elongate securing means along the length of the track and is locked in at least one direction to the fastener.
- the elongate securing means may in particular be a rod, a tube, a wire or a rope.
- the longitudinal channel may be formed as a longitudinal bore through the respective molded body.
- the elongate securing means may be locked to the fastener in a direction longitudinal to the solder to prevent movement in that direction and to secure the corresponding molded body against lifting up.
- the elongated one Securing means may additionally or exclusively be locked in a direction transverse to the perpendicular and transversely to the track to prevent movement in that direction and to secure the corresponding body against horizontal removal away from the track.
- the elongate securing means can be locked directly to the fastening means.
- An immediate locking can be realized, for example, in that the elongate securing means extends longitudinally along the track section through the longitudinal channel of the corresponding shaped body and engages under the fastening means.
- the fastening means may also be formed as a fastening screw and have a screw head and engage the elongate securing means behind the screw head to secure the molded body or bodies with the longitudinal channel against horizontal removal away from the respective rail.
- a screw head In the place of a screw head can also occur a mother who is screwed onto a threaded pin.
- the fastening screw may have a special head with a groove and engage the elongate securing means in the groove of the special head of the fastening screw to secure the molded body or bodies with the longitudinal channel against horizontal removal away from the respective rail.
- the fastening screw is designed as a ring screw with a ring head and engages the elongated securing means in the ring to secure the one or more moldings with the longitudinal channel against lifting up and against horizontal removal away from the respective rail at the same time.
- the elongate securing means can also be locked only indirectly to the fastening means.
- An only indirect locking on the fastening means may be realized, for example, in that the elongate securing means engages the retaining means, which in turn is fastened to the fastening means.
- a spacer may be included, which the screw head of
- Tightening screw is tightened and firmly screwed to the threaded insert of the molding.
- the holding means may act as a spacer when attached to the
- a first and second group of identical first or second rail outer side moldings and a third group of comprises similar intermediate rail moldings.
- the shaped bodies each extend adjacent to each other along the respective rail, so that the first, third and second groups of molded bodies form in a two-dimensional grid the traffic area of the railroad crossing across the rails. The width of the traffic area of the
- Moldings to be produced with one or a few standard widths are oriented at the threshold distance.
- Threshold distance correspond.
- the moldings of a group are therefore arranged directly adjacent to each other in the track direction, while the first and third group and the third and second
- each of the groups of moldings are each separated from each other by the first and second rail.
- each of the groups of moldings comprises an equal number of moldings.
- the two-dimensional grid of shaped bodies may in particular be a two-dimensional matrix.
- Groups provided at least one transverse bore through the associated rail web, wherein the transverse bores are drilled at a regular grid spacing through the rail or the webs. Furthermore, at least one fastening means, by means of which the respective shaped body can be releasably fastened to the rail, is provided, wherein each one
- Fastening means extends through the respective transverse bore in the rail web.
- moldings for which a transverse bore and a fastening means are provided are thus each fastened or fastened to the associated rail or the associated rails by a separate fastening means, ie independently of one another.
- these moldings can be fastened individually in an advantageous manner and also individually released again. This not only ensures excellent stability of the level crossing, but also allows a particularly simple maintenance. For example, only some of the moldings may be removed to make certain areas of the railroad bed accessible or may be also only individual moldings are exchanged without releasing other attached moldings.
- the moldings of the group or groups of moldings which are not fastened with the fastening means through the respective transverse bore in the associated rail web, the same longitudinal channel, so that the elongated
- Securing means extends through the longitudinal channel of all moldings of this group and is locked to the fasteners in a direction along the Lot, to secure this group or groups of moldings against lifting upwards.
- the group or groups of moldings which are not fastened to the fastening means by the respective transverse bore in the associated rail web comprise continuous, across the width of the group or groups extending longitudinal channels, through which each one or more Components composed elongate securing means, the length of which preferably corresponds at least to the width of the associated group.
- Securing means which extends through a plurality of juxtaposed in the track direction shaped body therethrough, secures these moldings against a vertical upward movement and preferably beyond against a horizontal movement away from the rail. It should be noted, however, that these shaped bodies are preferably not coupled or connected together in the track direction by the elongate securing means. Rather, the moldings in the direction of the track preferably remain independent of each other, such as beads on a string, movable.
- corresponding shaped body after locking can still be repositioned in the rail direction, e.g. precise to the position of them on the same rail
- first and second rail outer side moldings to the first and second rail by means of fastening means by transverse bores, wherein the fastening means are connected from the rail inner sides by the transverse bores with the rail outer side moldings.
- the intermediate rail moldings can then be secured with two elongated securing means against lifting upwards.
- Another preferred possibility is to attach the intermediate rail moldings to the first and second rails, wherein the fastening means are expediently connected from the rail outer sides by the transverse bores to the intermediate rail moldings.
- the rail outer side moldings can then be secured against lifting out, each with an elongate securing means.
- Transverse bores are secured in the rail webs and an elongated securing means respectively extends through the longitudinal channel of the first and / or second rail outer side moldings and is locked to the respective fastening means in a direction along the perpendicular to the first and / or second rail outer side moldings against
- the one or more intermediate rail moldings, or the first and / or second rail outer side moldings are supported on the rail foot of the respective rail.
- these shaped bodies preferably extend in the rail-near region from the rail head to the rail foot and rest directly on the rail foot. This is especially the case with Vignol rails whose rail foot is wider than the rail head. In this way, a high stability of the traffic area in the rail-near area is ensured in particular without additional components below the moldings.
- the at least one shaped body with the longitudinal channel on its underside recesses for the Schienenfußbefestives wornen and at least one recess for the at least one fastening means.
- the at least one recess for the fastening means is preferably located on the
- Rail Formatbefestrs is not continuous, but formed discretely along the track, so that the moldings between the recesses in one piece extend to the rail foot and are supported on the associated rail.
- the recesses are therefore seen intermittently seen in the direction of the track, in particular only provided in the area of the rail foot mounting devices or the fastening means. This ensures a high stability of the traffic area near the rail.
- the recesses have railwise distances to each other, the
- the intermediate rail molding, the first and / or second rail outer side moldings do not engage in the rail chamber formed between the rail head and the rail foot and do not fill the rail chamber, so that the intermediate rail molding, the first and / or. or second Schienenau onumble- shaped body can be lowered during installation vertically from above to the rail foot without having to be threaded into the rail chamber.
- the intermediate rail molding is expediently arranged centered between the two rails and can adjoin both rails, thus substantially completely filling the intermediate space between the two rails.
- the intermediate rail molding can also come to rest on the inner sides of the two rails, but preferably only on the rail feet and the rail heads, particularly preferably only on the rail feet. In the rail chamber attacks the
- Intermediate rail molding preferably not (or only minimally), so that it (almost) deformation-free between the rails can be inserted from above and taken upwards. Further preferably remains to the rail head a track groove, which can accommodate the wheel flange of the train wheels. Also, the first and second rail outer side moldings can come to rest on the outside of the first and second rail, but preferably only on the respective rail foot and rail head. The rail outside
- moldings preferably do not (or only minimally) engage in the rail chamber so that the rail outer side moldings are (almost) at least in the rail-near region. can be inserted from above without deformation and removed upwards.
- relatively rigid and rigid moldings can be easily assembled and disassembled.
- At least one chamber filling element is included, which fills the rail chamber formed between the rail head and the rail foot. Accordingly, the chamber filling elements are arranged between the rail web and the respective molded body.
- the at least one Kammer spallelement is preferably made of rubber-elastic material, bonded rubber granules or vulcanized rubber.
- Kammer hypoxia further preferably comprises at least one transverse channel, which comes in the installed state with the or the transverse bores in the rail web, so that the fastener extends through the transverse channel of the Kammer hypollelements and through the transverse bore in the rail web, when fastened with the fastener Molded body is attached to the rail.
- the chamber filling element may in particular have a length which is the width of a
- the chamber filling element then has a corresponding number of transverse channels, so that each shaped body of a group can be fastened with fastening means.
- the shaped body with the longitudinal channel at least one recess, in particular on its underside, for the at least one
- Fastening means on and the molded body with the longitudinal channel engages behind a thickening of the fastening means, e.g. the screw head to lock the molded body with the longitudinal channel on the fastening means transverse to the track section when the molded body is mounted with the longitudinal channel on the rail.
- Longitudinal channel at least one recess, in particular on its underside, for the at least one fastening means and the at least one recess for the at least one Fastener is accurately formed to the fastener to lock the molded body with the longitudinal channel on the fastener along along the track distance when the molded body is mounted with the longitudinal channel on the rail.
- the at least one holding means is included, the at least one
- Recess may also be provided at the same time for the at least one fastening means and the at least one retaining means. It can also be provided that the shaped body with the longitudinal channel has an additional recess for the at least one holding means, which is formed with a precise fit to the holding means.
- Holding means is locked in an advantageous manner, each of these moldings independently. This ensures high stability of the level crossing.
- the intermediate rail molding, the first and / or second rail outside molding are made of rubber elastic material, bonded rubber granules, vulcanized rubber, wood, concrete, asphalt, or a combination thereof.
- the shaped bodies preferably have a dark color, in particular dark gray or black.
- the threaded insert is preferably in the material of
- an intermediate rail molding or rail outer side moldings for forming the railroad crossing which comprises a threaded insert on its narrow side facing the rail to the intermediate rail molding or
- a method is further provided for establishing a railroad crossing by incorporation of a described apparatus.
- at least one intermediate rail molding, at least one first and second rail outer side molding and at least one fastening means is provided.
- at least one transverse bore is produced by the rail web of at least one of the two rails on site at the installed rail.
- the intermediate rail molding is placed between the two rails and the first and second rail outer side moldings become adjacent to the outside placed at least one of the moldings on an associated rail by means of the fastening means through the transverse bore in the
- Rail web of the rail is releasably secured.
- the moldings are placed such that the first rail outside molding, the intermediate rail molding and the second rail outside molding form part of the traffic surface of the railroad crossing across the rails.
- At least two fastening means are provided and at least one transverse bore is produced by the rail web of each of the two rails.
- Rail outside moldings are then placed adjacent to the outside of the first and second rails, respectively.
- first and second rail outer side moldings are placed adjacent to the outside of the first and second rails and respectively detachable on the first and second rails by means of one of the fastening means through the transverse bore in the rail web the respective rail releasably attached.
- the intermediate rail molding is then placed between the two rails.
- Rail outer side molding to provide each with a longitudinal channel. These moldings are placed adjacent to the outside of the first and second rail, so that the longitudinal channel extends longitudinally along the track, and then each secured against lifting upwards, by an elongated securing means in the longitudinal channel along along the track and at the engaging of the respective holding means is introduced.
- it may be provided to provide at least one intermediate rail molding with two parallel longitudinal channels. This shaped body is placed between the two rails so that the two longitudinal channels run longitudinally along the track, and then secured against lifting upwards by inserting in each case an elongate securing means in the two longitudinal channels longitudinally along the track and on the respective holding means ,
- a first and second group of identical first or second rail outer side moldings and a third group of similar intermediate rail moldings and at least one fastening means for each shaped body of one or two of the groups are respectively provided. Furthermore, at least one
- Transverse bore for each molded article of one or two of the groups produced by the associated rail web wherein the transverse bores are drilled at a regular grid spacing through the rail or the rail webs.
- the moldings of the first, third and second groups are respectively
- the width of the traffic area corresponds to the width of the groups of each lying in the track direction moldings.
- each molded body is releasably secured by one or two of the groups on the associated rail by means of the respective fastening means by the respective transverse bore in the rail web.
- a method is further provided for maintaining a track section in the area of a railroad crossing, wherein the railroad crossing is formed by the described device and / or has been erected by the described method.
- the one or more secured against lifting up shaped body unlocked by removing the respective elongated securing means and removed from the rails and preferably away from the Rails kept. Furthermore, the or the releasably secured moldings of the associated rail solved by removing the or the respective fastening means and also removed from the rails and preferably kept away from the rails.
- the maintenance of the track bed e.g. by stuffing the track bed in the area of the level crossing, in particular by means of a track tamping machine.
- the level crossing is rebuilt according to the method presented above, although the production of the transverse bore (s) can be omitted.
- the already existing transverse bore (s) are reused accordingly.
- a shaped body is fixed directly to a rail, ie in particular not just at a threshold, by means of a molded body holder fastened to a rail.
- a secured with a suitable additional component secure fixation of a shaped body directly to a
- Shaped body can be prevented upwards, even if extreme loads occur.
- an apparatus for forming a level crossing which comprises at least one shaped body and either at least one molded body holder which is fastened to one of the two rails or at least a transverse bore through the rail web of at least one of the two rails, wherein the molded body can be fixed to at least one of the two rails either by means of the shaped body holder or by means of the transverse bore releasably on the rail.
- the molded body can therefore be fastened or locked in particular on one of the rails.
- Cross-hole is included, by means of which the molded body is fixable to the rail, as well as in the case that a molded body holder is included, by means of which the molded body is fixable to the rail, have interchangeable features and can be combined.
- the molded body may be locked to the molded article holder in a direction along the perpendicular, ie, vertically, to prevent the molded article from being lifted out secure upwards.
- the shaped body may be locked in a direction transverse to the perpendicular and across the track to secure the shaped body against horizontal removal away from the track.
- the shaped body to have a longitudinal channel along the track section, an elongated securing means extending longitudinally along the track section through the longitudinal channel and to the shaped body holder in a direction along the perpendicular and / or in a direction transverse to the perpendicular and transversely is locked to the track, in particular by the elongate securing means engages the mold holder.
- the molded body holder preferably comprises two holding jaws, which can be fastened on both sides of the rail in juxtaposition to one another on the rail.
- a molded body can be fixed to the rail by means of the shaped body holder, more precisely by means of the respective holding jaw.
- a holding jaw may be attached to the outside of the rail and the other holding jaw to the inside of the rail. It can thus on the outer and on the inner holding jaw each one
- the two holding jaws i. the outer and inner holding jaws of the shaped body holder are preferably shaped so as to clasp the rail foot.
- Holding jaws can also together and / or with the rail, in particular the
- Rail foot be braced.
- the holding jaws can be screwed together in a clamp-like manner, so that the rail, in particular the rail foot, is clamped between the two holding jaws when the shaped-body holder is fastened to the rail.
- a clamping screw can be provided, which expediently extends below the rail foot transversely to the rail and connects the two holding jaws together and clamped.
- the molded body holder may be formed as a Wanderschklemme, which may be mounted in particular on the rail by screwing, wedging or clamping.
- the device comprises a total of at least two molded body
- the shaped body holders each comprise two holding jaws. Furthermore, a total of at least three moldings are included.
- One of the moldings is arranged between the two rails, ie formed as an intermediate rail moldings, and by means of both moldings holder, in particular the two inner holding jaws of the two moldings, fixed to both rails, in particular fastened or locked.
- the two other of the moldings each adjoin one of the outer sides of the two rails, ie are as
- Rail outer side molded body formed, and are each fixed by means of only one of the two shaped body holder, in particular the respective outer holding jaw on only one of the two rails.
- a first and second group of moldings respectively adjacent to one of the outer sides of one of the two rails, i. Rail outer side moldings, and a third group of moldings arranged between the rails, i.
- Intermediate rail moldings each of which extends adjacent to one another along the respective rail, so that the first, third and second group of moldings in a two-dimensional grid form the traffic area of the railroad crossing across the rails, wherein the width of the traffic surface of the railroad crossing Width of the groups of each adjacent moldings can correspond.
- the shaped bodies of at least one of the groups have the same longitudinal channel, so that the elongate securing means extends through the
- Longitudinal channel of all the moldings of this group extends therethrough and is locked to the mold holder in a direction along the Lot to this group of moldings against a
- the molding or bodies have recesses for the rail base fastening devices and / or at least one recess for the molded body holder on its underside.
- Shaped body holders do not need to be continuously formed along the track. It may, in particular for increasing the stability or for providing a suitable
- Longitudinal channels also provided that the recesses discreetly along the track are formed, so that the one or more moldings between the recesses in one piece extend to the rail foot and are supported on the associated rail foot.
- the recess for the shaped body holder can be made to fit the shaped body holder in order to lock the respective shaped body to the shaped body holder longitudinally along the track when the respective shaped body is fixed to the rail.
- Embodiments can be combined with each other.
- FIG. 1 is a perspective view of a track section with partially erected railroad crossing
- 2 shows a perspective detail view of a level crossing in the region of a rail
- FIG. 3 shows two sectional views of a level crossing in the region of a rail
- FIG. 4 shows a perspective view, FIG. 4b a side view of a narrow side 20a, FIG. 4c a side view of an end face 20b, FIG. 4d a plan view and FIGS. 4e and 4f sections the in
- FIG. 5 shows a perspective view
- FIG. 5b shows a side view of a narrow side 30a
- FIG. 5c shows a side view of a narrow side 30a
- FIG. 5d shows a plan view and FIGS. 5e and 5f show sections of the planes D-D and F-F marked in FIG. 5d, FIG.
- Fig. 6 different views of a Kammer hypoxament.
- Fig. 6a is a perspective
- Fig. 6b is a side view of the side facing away from the rail 22c, Fig. 6c a
- FIG. 6d Side view on the front side 22b and Fig. 6d is a section of the marked in Fig. 6b level E-
- FIG. 7 shows different views of a holding block: FIG. 7a shows a perspective view, FIG.
- FIG. 7b and 7c are side views and Fig. 7d is a plan view
- FIG. 8 shows different views of a threaded insert: FIG. 8a shows a perspective view and FIGS. 8b, 8c and 8d show side views, FIG.
- FIG. 9 shows an exploded view of a level crossing in a further embodiment
- FIG. 10 shows a sectional view of a level crossing in the embodiment according to FIG. 9 in the area of a rail
- FIG. 11 is a perspective view of an intermediate rail molding in the embodiment of FIG. 9,
- FIG. 12 is a perspective view of a rail outer side molding in the embodiment of FIG. 9,
- Fig. 15 is a perspective view of a track section with erected
- FIG. 16 is a perspective view of a holding block with spacer bar in the installed state, 17 shows a perspective view, FIGS. 17b and 17c show side views, and FIG. 17d shows a plan view,
- FIG. 18 shows a perspective view
- FIG. 18b shows a side view of the side 22c '' 'facing away from the rail
- FIG. 18c shows a side view of the end face 22b' ''
- FIG 18d shows a section of the plane EE marked in FIG.
- 19 is a sectional view of a railroad crossing in the region of a rail with a holding block with spacer web
- FIG. 20 shows two schematic representations of a shaped body with a non-slip surface: FIG. 20a is a perspective view, FIG. 20b is a plan view, FIG.
- 21 is a perspective view of a track section with partially erected railroad crossing in one embodiment with base plate moldings and cover plate moldings,
- FIG. 22 shows a perspective view of a track section with partially erected level crossing in the embodiment of FIG. 21, in which shaped bodies are fixed to the rails by means of shaped body holders,
- FIG. 23 is a detailed view of a molded article holder of FIG. 22; FIG.
- FIG. 24 shows a sectional view of FIG. 22 in the region of a shaped-body holder
- 25 is a perspective view from below the rail on a molded body holder attached to the rail,
- Fig. 26 (a) is a side view and (b) is a perspective view of a molded article holder;
- FIG. 27 is a perspective view of a track section with a railroad crossing in the embodiment of Fig. 21,
- FIG. 28 is a sectional view of FIG. 27 in the region of a shaped body holder
- FIG. 29 is a sectional view of FIG. 27 in the region of a screw connection of cover plate moldings with base plate moldings, FIG.
- FIG. 30 is a perspective view of the track section of FIG. 27, in which only base plate moldings are installed, FIG.
- Figs. 1, 2 and 3 show a partially constructed railroad crossing for crossing a railway track.
- the track section comprises a pair of rails consisting of a first rail 2 and a second rail 2 ', each having a rail 4, a rail head 6 and the rail head 6 and the rail 4 interconnecting rail web 8 have.
- the two rails 2, 2 ' are with rail mounting screws 10 and rail foot mounting brackets 12, eg Vosslohklammern, on sleepers 14, in
- two similar plate-shaped intermediate rail moldings 20 are arranged between the two rails 2, 2 ', which are adjacent to each other along the rails 2, 2' laid.
- the intermediate rail moldings 20 extend transversely to the track from the first rail 2 to the second rail 2 'and substantially completely fill the space corresponding to the track width between the two rails, although in the region of the rail heads 6 ruts 24 for receiving the rail Wheel flanges of the train wheels remain.
- the ruts 24 are in this
- the intermediate rail moldings 20 come to both rails 2, 2 'to the plant by resting on the rail feet 4 and touch the rail heads 6 linear.
- the intermediate rail moldings 20 are therefore based on the rail feet 4 of both rails 2, 2 'from.
- the intermediate rail moldings 20 themselves do not fill the rail chambers formed between the rail heads 6 and rail feet 4 laterally of the rail webs 8, so they do not come on
- the rail chambers are filled with matching chamber filling elements 22.
- the intermediate rail moldings 20 come with their the rails 2, 2 'facing narrow sides 20a (see Fig. 4) to the respective Kammer hypollmaschinen 20 to the plant.
- FIG. 2 also shows a first plate-shaped rail outer side molding 30
- a second plate-shaped rail outer side molding 32 is shown, which is connected to the Outside 3 'of the rail 2' adjacent.
- the rail outer side moldings 30, 32 come to the respective rail 2 or 2 'to the plant by resting on the rail feet 4 (not to see the sections in Fig. 3a and 3b) and the rail heads 6 externally surface contact.
- the rail outer side moldings 30, 32 are therefore based on the
- Chamber filling be provided for it.
- Transverse holes 26 provided for the railroad crossing.
- the mounting screws 27 are in the mounted state in horizontal threaded inserts 28 (see also Fig. 8) firmly screwed, which on the
- Narrow sides 20a are incorporated within the intermediate rail moldings 20 and thus the inner sides of the rails 2, 2 'are facing.
- the insects 2, 2 ' are each releasably but firmly bolted to two rails 2, 2 '.
- the intermediate rail moldings are therefore also directly attached to the rails 2, 2 'and not merely indirectly by attachment to the thresholds.
- metallic retaining blocks 40 (see also FIG. 7) with retaining blocks on the fastening screws 27, under their screw heads.
- Fixing screws 27 extend through the retaining block transverse bores 41.
- the holding blocks 40 are clamped horizontally transversely to the rail against the Kammerglallmaschine 22, which are arranged in the outer rail chambers of the rails 2, 2 '.
- the rail outer side moldings 30, 32 can be locked indirectly to the mounting screws 27.
- securing rods 44 extend longitudinally along the track section through the holding block longitudinal bores 42, as shown in FIG. 3b can be seen.
- the securing rods 44 also extend longitudinally along the track section through longitudinal channels 34 (see also FIG. 5) of the rail outer side moldings 30, 32, as can be seen from FIG. 3a. Referring to Fig. 3a are in the longitudinal channels 34 of the
- Rail outer side moldings 30, 32 hollow tubes 36 edged to ensure a precise guidance of the securing rods 44.
- the rail outer side moldings 30, 32 are locked directly to the holding blocks 40.
- the rail outer side moldings 30, 32 are thus indirectly locked to the fastening screws 27 in a direction along the Lot, in order to secure the moldings 30, 32 against lifting up.
- the rail outer side moldings 30, 32 are thus also indirectly locked to the respective fastener 27 in a direction transverse to the plumb and across the track to secure the moldings 30, 32 against horizontal removal away from the rail.
- the rail outer side moldings 30, 32 are thus in this example by means of
- Locking rods 44 are not locked in one direction along the track.
- the securing rods 44 and thus also the longitudinal channels 34 of the moldings 30, 32 spaced from the bottom and top of the moldings 30, 32, preferably in the middle third with respect to the height of the moldings 30, 32 extend and thus still enough moldings Material is present underneath to ensure the required stability.
- the securing rods 44 extend above the fastening screws 27 extending through the transverse bores 44.
- transverse bores 26 may be e.g. extend through the middle or upper region of the rail webs 8 and the
- Locking rods 44 below the mounting screws 27 In this case, a locking of the rail outer side moldings 30, 32 on the mounting screws 27 could also directly, ie without a holding block 40, are made possible, for example by the securing rods 44 engage under the screw head and / or engage behind.
- the partially constructed level crossing illustrated in Figure 1 is established by first drilling a plurality of transverse bores 26 spaced regularly in the longitudinal direction of the rail through the rail web 8 of each of the two rails 2, 2 '.
- the positions of the transverse bores 26 on the rail webs 8 are preferably marked on the rail webs 8 before drilling by means of a special drilling template (not shown).
- the Kammerfeldllemia 22 are mounted on the inner and outer sides of the rails 2, 2 ', wherein the transverse channels 220 come with the transverse bores 26 to cover.
- the similar intermediate rail moldings 20 are placed between the two rails 2, 2 ', for example by attaching them to the openings 23 with ropes or the like. lifted and lowered between the rails 2, 2 '.
- the intermediate rail moldings 20 are placed between the rails 2, 2 'in such a way that the threaded inserts 28 located on their narrow sides 20a come to coincide with the transverse bores 26 and that the two moldings 20 adjoin one another
- a holding block 40 is placed on the outer chamber filling element 22 so that its holding block transverse bore 41 coincides with the transverse channel 220 of the chamber filling element 22. Then the respective
- similar rail outer side moldings 32 are placed adjacent to the outside of the second rail 2 'so that the moldings 32 adjoin one another along the rails 2' adjacent to one another and the longitudinal channel 34 of the rail 2 'extending in these moldings. facing and along the rail 2 'extends (in Fig. 1, only a shaped body 32 is shown).
- Shaped bodies 32 are then locked against movement along the perpendicular and against movement transverse to the perpendicular and transversely to the track 2 'by locking rods 44 in the longitudinal channel 34 of the two moldings 32 along the rail track and in the holding block longitudinal holes 42 of the two associated holding blocks 40 are introduced engaging.
- a plurality of securing rods 44 can be inserted with a length shorter than the width of the railroad crossing successively in the longitudinal channel 34 of a marginal molded body, which respectively push the previously introduced security rods further into the longitudinal channel 34.
- the two rail outer side moldings 32 are secured against lifting upwards and against horizontal removal away from the rail 2 '.
- similar rail outer side moldings 30 (the first group) are placed adjacent to the outside of the first rail 2 (shown in Fig. 2) and locked so that the first, third and second group of moldings in a two-dimensional grid plane traffic surface approximately at the height of the running surfaces of the rails 2, 2 'across the rails 2, 2' form.
- the width of the traffic area corresponds to the width of the groups of each adjacent track body in the track direction.
- a built railroad crossing can also be easily removed again.
- the rail outer side moldings 30, 32 are unlocked by removing the securing rods 44. Then the moldings 30, 32 can be removed from the track.
- the releasably secured insects- shaped body 20 can then be solved by unscrewing the mounting screws 27 and removed from the track.
- the possibility of being able to remove the level crossing is advantageous in order to avoid parts of the level crossing, e.g. replace individual moldings or perform maintenance work on the track bed in the area of the level crossing, in particular to stuff the track bed. After such work, the railroad crossing can then be rebuilt, with the already existing in the rail webs 8 transverse bores 26 are used again.
- the intermediate rail molding 20 has two narrow sides
- the molded body 20 has on its underside recesses 29, which are slipped over the Schienenfußbefestiungs Rheinen during installation from above (see also Fig. 3a).
- the recesses do not extend continuously along the width of the molded body 20, ie along the rail in the installed state. Between the recesses enough Shaped body 20 thus in the installed state in one piece to the rail 4 and is based on it.
- each of the narrow sides 20a facing the rail there is a horizontal receiving device 21, in particular a channel, for a
- Attachment 27 and / or a threaded insert are already enclosed in the receiving devices 21 at the factory.
- the threaded inserts may e.g. be screwed into the receiving devices 21 or already formed in the molding during production (see also Fig. 3b).
- the width of a shaped body corresponds to the distance between the two end faces 20b.
- openings 23 may extend, at which the molded body 20, for example. can be attached with ropes or chains to lift it.
- a hollow tube 25 may be enclosed, as can be seen in Fig. 3b.
- the molded body 20 is protected from damage when lifted by a rope or a chain and, in addition, the molded body obtains increased stability, which increases its load capacity e.g. increased when driving on heavy trucks.
- the rail outer side molded body 30 has two
- the molded body also has two
- the molded body 30 has on its underside recesses 39 for the
- Schienenfußbefestiungs Painen and a recess 37 for the holding block 40 and the mounting screw 27 (see also Fig. 3a and 3b).
- the recess 37 is dimensioned according to the holding block 40 and the fastening screw 27. In the track direction, the recess 37 is formed to fit the holding block 40. This will be the
- a longitudinal channel 34 extends through the rail outer side molded body 30 into which the securing bar 44 is inserted to lock the rail outer side molded body 30 to the holding block 40.
- Fig. 6 illustrates a Kammer hypollelement 22, which is provided for both the outer and the inner rail chamber of a Vignolschiene 2 and 2 '.
- the chamber filling element 22 is inserted with its rail-facing rounded side 22a in the rail chamber.
- the rail side facing away 22c is substantially straight and the respective intermediate rail molding 20 or rail outer side moldings 30 and 32 faces.
- the rail side facing away 22c of a built-Kammer divellelements 22 extends substantially flush with the side surface of the rail head 6.
- Rail side 22c also has recesses 221 for the holding blocks 40.
- the chamber filling element 22 shown is longer in the present example than the
- Shaped bodies are wide and in particular has a length which corresponds to the width of two longitudinally along the rail juxtaposed molded body 20. Accordingly, this indicates
- FIG. 7 shows a parallelepiped-shaped holding block 40, which has a holding-block transverse bore 41 for the fastening screw 27 and a holding-block longitudinal bore 42 orthogonal thereto for a securing bar 44.
- the holding block transverse bore 41 extends through the
- the two bores 41 and 42 are spaced apart from one another along the normal of the side surfaces 40c, that is to say they are not coplanar.
- the two holes 41 and 42 are therefore offset from each other, so that both holes can be penetrated at the same time by a fastening screw 27 and a securing rod 44.
- Rail outer side moldings 30 can be passed with a cuboid recess 37 for mounting from above on the holding block 40 and finally locked in the installed state with the corresponding inner sides of the recess 37 on the holding block 40 in both directions along the rail.
- Shaped body 37 is thus formed in the longitudinal direction of the rail with an exact fit to the length of holding block 40 defined by the spacing of the two side surfaces 40a.
- 8 shows a threaded insert 28. Referring to FIG. 3b, a threaded insert 28 is already formed in the rubber-elastic intermediate rail molding 20 at the factory.
- the threaded insert 28 has an internal thread 280, in which the
- Fixing screw 27 is screwed. Furthermore, the threaded insert 28 has a
- the anchor member 282 holds the threaded insert 28 in the
- FIGS. 9 to 14 relate to another embodiment of a railroad crossing. As shown in FIGS. 9 and 10, the railroad crossing again has a track section with two rails 2, 2 'fastened to sleepers 14.
- the track ring-side chamber filling elements 22 'for the rail inner sides are wider than the rail chamber and thus project horizontally out of the rail chamber.
- the track groove 24 is therefore in this embodiment by the running next to the rail head 6 clearance above the Kammer Strukturllelement 22 'at the
- the intermediate rail molding 20 neither touches the rail heads nor does it engage in the rail chamber.
- transverse bores 26 are again provided by the rail webs 8 of the rails 2, 2 '. Through the transverse bores 26 fastening screws 27 are screwed into receiving means 21 'of the intermediate rail molding 20'. It is preferably provided to insert threaded inserts into the receiving devices 21 '.
- the rail outer side moldings 30 ', 32' thus by the holding means in all directions, ie in the direction along the rail, in the direction along the perpendicular and in the direction transverse to the rail and transversely to the solder without play attached to the rails 2, 2 '.
- the intermediate rail molding 20 has two
- recesses 29' for the Schienenfußbefestiungs rallyen.
- a receiving device 21' for a fastening screw 27 As in the embodiment of FIG. 1 may be provided that in the receiving means 21 ', a threaded insert or a dowel is formed or mounted.
- the rail outer side molded body 32 ' has two narrow sides 32c' and 32a ', with the narrow side 32a' facing the respective rail 2 or 2 'when the molded body is installed.
- the molded body also has two
- End faces 32b ' which may adjoin or abut adjacent moldings when the mold is installed.
- the molded body 32 ' recesses 39' for the Schienenfußbefestiungs Rheinen.
- one or more vertical bores 35 extend through the rail outside molding 32 'to screw the molding to the mounting bracket 50.
- Fig. 13 illustrates two chamber filling elements 22 'and 22 "which are provided for the rail chambers on the inner sides or outer sides 3, 3' of the rails 2, 2 '.
- the chamber filling elements 22', 22" have a length which the width of the adjoining molded body corresponds. Accordingly, the Kammerhellmaschine 22 ', 22 "respectively only a transverse channel 220 'or 220 ", through which the fastening screws 27 can extend.
- Rail chamber be formed or polygonal to approximate the shape of the rail chamber.
- the chamber filling element 22 'for the inner sides of the rails is formed so wide that it projects sufficiently far out of the rail chamber to form the track groove 24 next to the rail head 6.
- the Kammerglallelement 22 'further has recesses 229 for the Schienenfußbefest Trents drivenen because of its greater width.
- the brackets 50 each have a leg 50 a with a hole 51 to secure the bracket 50 under the screw head of the mounting screw 27.
- one leg 50b there are one or more, for example, four holes 52 for screwing the rail outer side moldings 30 ', 32' through the vertical bores 35 to the mounting brackets 50.
- FIG. 15 it may be provided to incorporate groups of similar shaped bodies along the track direction. Shown is a first and second group of similar rail outer side moldings 30 and 32 and a third group of similar intermediate rail moldings 20.
- a built railroad crossing may thus comprise in the track direction a plurality of moldings, so that the width of the railroad crossing to the width of the track crossing traffic area 60, 60 'is adjusted.
- eight moldings per group are included, which abut one another directly in the track direction.
- a track formed as a pair of rails can be moved transversely to the track direction by three plates, namely a first rail outer side adjacent to the traffic surface 60.
- the rail outer side moldings 30, 32 are in particular on their
- Railroad crossing is substantially equal in height to the surface of the crossing traffic area 60, so that the road users can pass the railroad crossing easily.
- each intermediate rail molding 20 shown in FIG. 15 are fastened with respective two fastening screws 27 by corresponding transverse bores 26. It is therefore for each intermediate rail molding 20 each have a transverse bore in each rail web 8 of the two rails 2 and 2 '.
- the rail outer side moldings 30 of the first group shown in FIG. 15 and the rail outer side moldings 32 of the second group have the same longitudinal passage 34. In the installed state can thus be a
- Safety bar 44 whose length is adapted to the width of the level crossing, extend through the longitudinal channels 34 of the molding group through group.
- several, in particular similar securing rods 44 which are shorter than the width of the level crossing, extend through the longitudinal channels 34 therethrough.
- the use of a plurality of shorter securing rods has the particular advantage that the rods can be transported and mounted easier.
- the rail outer side moldings 30 are not braced together along the rail, but are each locked independently with their recesses 37 on the support blocks 40 against displacement along the rail. The same applies to the rail outer side moldings 32.
- the intermediate rail moldings 20 are also not clamped together, but each independently with fastening screws 27 to the rails 2, 2 'attached.
- the holding blocks 40 may be one attached to the holding blocks 40
- Rail web 8 abutting spacer web 43 include, which acts as a spacer. In this way it can be prevented that the Kammer hypollmaschine 22, on which the
- Holding blocks 40 are placed, compress and deform when the fastening screws are tightened. This also ensures that the longitudinal holes 42 in the Holding blocks 40 have a defined distance from the rail 2 '. This is particularly advantageous, so that the inner diameter of the hollow tubes 36 enclosed in the rail outer side moldings 32 coincide precisely with the longitudinal bores 42 in the holding blocks 40, so that the securing bars 44 can be inserted without difficulty.
- a narrow spacer bar 43 on a holding block 40 is particularly suitable. In this way is the
- Abstandssteg 43 only with a small area and approximately centrally with respect to the height of the rail at the substantially straight center of the rail web 8 at.
- a grooved surface 70c may be provided for this purpose.
- the hatching in the surface 70c here indicates a diamond-like corrugation.
- the slip resistance of serving as a traffic surface surfaces of the moldings can be increased by the surfaces with mineral mixtures, corundum, sand, or similar. are structured.
- Rail outer side moldings 30, 32 may each be formed as a base plate molding 18, wherein on the base plate moldings 18 cover plate moldings 19 rest.
- the lower base plate-shaped body 18 can be fixed or locked in accordance with the above statements with fastening screws 27, retaining blocks 40 and locking bars 44.
- FIGS. 22 and 23 show a further type of fixation using the example of the vertical two-part embodiment, but without limitation to this embodiment.
- Rail outer side moldings 30, 32, 30 ', 32' in the case of the embodiment according to FIG. 1 or 9, hereinafter generally referred to as shaped bodies, are in this case by means of molded body holders 80 at the or the respective rails 2, 2 'fixed.
- a shaped body holder 80 is fastened directly to a rail.
- a transverse bore through the rail web 8 is therefore not required in this case.
- a plurality of moldings are usually arranged side by side along the railway track, wherein often, as already described above, three groups of moldings are laid. There may then be attached a plurality of molded article holders 80 at a regular interval along the respective rail 2, 2 'to fix the groups of molded articles thereto.
- the shaped body holders 80 on the one rail 2 are expediently located at the same positions along the track direction as the shaped body holders 80 on the other rail 2 '.
- a plurality of mold bodies (i.e., moldings of a group) juxtaposed in the track direction may also be fixed together on a mold holder 80. This may be particularly advantageous in order to reduce the number of shaped body holders 80.
- the preferably metallic shaped body holder 80 can be retrofitted to an existing track grid with sleepers 14 and rails 2, 2 'attached thereto, in order to erect a railroad crossing above the track grid. As shown, the
- Shaped body holder 80 preferably between the thresholds 14 and between the
- Rail mount fasteners 10, 12 attached to the rails 2, 2 '.
- the shaped bodies can be fixed directly to the rails 2, 2 'by means of the shaped body holders 80. This allows a particularly secure and stable fixation of the moldings on the track grid, especially in the rail-near area.
- the locking of a shaped body to a shaped body holder 80 can in
- a shaped body can therefore be attached to the associated molded body holder 80 with a
- the securing rod 44 extends longitudinally along the track section through a longitudinal bore 42 'in the shaped body holder 80.
- the securing bar 44 also extends longitudinally along the track section through a longitudinal channel in the molding, so that the molding on the
- Shaped body holder 80 is fixed.
- the molded body holder 80 is formed as a clamp which is clamped to the rail.
- a molded article holder 80 has two holding jaws 82, 82 ', which are symmetrical in the example shown.
- Rail foot 4 and are arranged on both sides of the rail 2 'in juxtaposition.
- the holding jaws 82, 82 'each have a rail foot engaging portion 84, 84', which rests against the underside of the rail foot 4.
- Shaped body holder 80 are clamped together by means of a clamping screw 86.
- the tension screw guides 88, 88 'and the tensioning screw 86 run below the rail foot 4.
- the tensioning screw guides 88, 88' are therefore respectively arranged on the rail foot undergrip portion 84, 84 '.
- the clamping screw 86 has two threaded ends 86a and 86b, to each of which a clamping nut 90, 90 'is screwed to clamp the holding jaws 82, 82' with each other and against the rail 4. In the braced condition, the rail foot 4 is thus clamped between the two holding jaws 82, 82 'of a shaped body holder 80, similar to a screw clamp.
- the opposing retaining jaws 82, 82 'of a shaped body holder 80 can also be braced by a transverse bore 26 with each other and on the rail.
- a shaped body e.g. an intermediate rail molding 20, 20 ', a rail outer molding 30, 32, 30', 32 ', a base molding 18 or a cover molding 19, has a certain minimum thickness in the vertical direction with respect to the installed state.
- This ensures sufficient stability of the level crossing or of the individual shaped bodies, in particular in the case of shaped bodies made of rubber-elastic material, in particular bound rubber granules or vulcanized rubber.
- a shaped body therefore has, at least in the majority of its horizontal extent, a thickness which is at least half, preferably at least the entire height of the rail head, e.g. at least 25 mm or at least 50 mm.
- the molded body or bodies 20, 20 ', 30, 32, 30', 32 ', 18, 19 does not merely consist of a thin rigid metal plate with flanged on the sides
- Fig. 27 shows a level crossing with lower base plate moldings 18 and cover plate moldings arranged above 19. While the base plate moldings 18 at least partially rest on the sleepers 14 and on the rail feet 4 and form a supporting part of the traffic area of the railroad crossing, the range upper cover plate shaped body 19 up to the height of the running surfaces of the rails 2, 2 'and form the surface of the traffic area of the railway crossing.
- Advantages of this vertical two-part design are that the upper cover plates can be relatively easily replaced, especially if only the surface of the traffic area is to be renewed, and that the cover plates and the base plates can each be manufactured with significantly lower and thus practically better manageable weights. This makes it possible, in particular, for the moldings to be laid by construction workers and without the use of a construction machine.
- Both the cover plate moldings 19 and the base plate moldings 18 consist of an elastomer or an elastomer mixture and preferably each have a mass of less than 100 kg, preferably less than 90 kg, more preferably less than 85 kg.
- the base plate shaped bodies 18 have an extension in the track direction which corresponds to the threshold distance, so that they can each rest side by side along the track direction on two adjacent sleepers 14.
- the base plate moldings 18 are thus in
- the cover plate moldings 19 can according to a deviating or offset cover plate grid be arranged in the track direction.
- the cover plate moldings 19 are each offset relative to the base plate moldings offset, wherein the cover plate grid is offset from the base plate grid by half a threshold distance for lying between the rails moldings.
- the grid spacings may differ, in this example, the outer cover plate moldings 19 in the track direction have a different dimension than the base plate moldings 18. While an offset of the cover plates relative to the
- the flexible cover plate grid can serve to dimension the weights of the moldings as desired.
- the base plate moldings 18 are each directly detachable but firmly fixed to the rails 2, 2 ', wherein more generally it can also be provided that the base plate moldings 18 are each connected to the track grid detachably but firmly connected, in particular screwed.
- the cover plate shaped bodies 19 are clamped under the rail heads 6.
- the cover plate moldings 19 are with the underlying
- Baseplate moldings 18 releasably but firmly connected, i. fixed to it, preferably by screwing.
- the upper cover plate moldings 19 have ruts 24 and an edge bead 80 which under the rail head 6 in the
- Rail chamber engages and this at least partially fills.
- the cover plate moldings 19 are flat, in particular without further grooves.
- the passable or accessible surface of the cover plate moldings 19 may be formed rough or structured in order to reduce the risk of slipping.
- Shaped bodies 19 extend transversely to the track from the first rail 2 to the second rail 2 'and adjacent to one of the outer sides of one of the two rails
- Base plate and cover plate moldings 18, 19 extend from the respective rail to the following, not shown, traffic area.
- the lower base plate-shaped body 18 lie in each case on the rail 4 of the respective rail 2, 2 'on and are based thereon, wherein recesses 29 ", 39" for the Schienenfußbefest Trents wornen 10, 12 (see FIG. 27) and recesses 37 " for the Shaped body holder 80 or (for fixing by means of transverse bores 26) for holding means 40 and / or fastening means 27 are provided.
- the recesses are not continuous in this example but are formed discretely along the track direction and can each be formed with a precise fit, so that the moldings are thereby longitudinally locked along the track direction.
- the arranged between the rails base plate moldings 18 preferably do not engage in the rail chamber and do not fill the rail chamber, so that the arranged between the rails base plate molding 18 can be lowered during installation vertically from above to the rail 4 without to be threaded through the rail chamber. Rather, the rail chambers on the inside of the rails 2, 2 are filled with Kammerirrillmaschinen 22 "". In contrast, engage the adjacent to the outer sides of the rails base plate-shaped body 18 in the rail chamber and fill it out, because these moldings can usually laterally in the
- the cover plate moldings 19 can be screwed to the base plate moldings 18, the screws 102 here only for the outside
- Shaped bodies are shown. For example, four screws each may be provided for the cover plates between the rails and two screws for the outer cover plates.
- elongated holes 106 can be made in the cover plates. Screws 102 can then pass through the slots
- C-rail inserts 108 can be introduced longitudinally along the track direction in the base plates. Screws 102 may then be used e.g. be bolted through round holes 107 in the cover plates in the C-rail inserts 108. The screwing of the cover plates with the base plates ensures in particular a vertical fixation of the cover plates.
- Recesses 112 are found in the base plate moldings 18.
- the molded body projections 110 and molded body recesses 112 are preferably formed so that a locking of the cover plates takes place both longitudinally and transversely to the track section.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Road Paving Structures (AREA)
- Steering-Linkage Mechanisms And Four-Wheel Steering (AREA)
- Vehicle Body Suspensions (AREA)
- Massaging Devices (AREA)
Abstract
Description
Claims
Priority Applications (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
RS20210439A RS61762B1 (sr) | 2015-08-19 | 2016-07-15 | Uređaj za obrazovanje putnog prelaza |
PL16738818T PL3337928T3 (pl) | 2015-08-19 | 2016-07-15 | Urządzenie do ukształtowania przejazdu kolejowego |
HRP20210597TT HRP20210597T1 (hr) | 2015-08-19 | 2021-04-14 | Uređaj za oblikovanje željezničkih prijelaza |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102015113728.3A DE102015113728A1 (de) | 2015-08-19 | 2015-08-19 | Vorrichtung zur Bildung eines Bahnübergangs |
PCT/EP2016/066892 WO2017029038A1 (de) | 2015-08-19 | 2016-07-15 | Vorrichtung zur bildung eines bahnübergangs |
Publications (2)
Publication Number | Publication Date |
---|---|
EP3337928A1 true EP3337928A1 (de) | 2018-06-27 |
EP3337928B1 EP3337928B1 (de) | 2021-01-20 |
Family
ID=56411661
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP16738818.0A Active EP3337928B1 (de) | 2015-08-19 | 2016-07-15 | Vorrichtung zur bildung eines bahnübergangs |
Country Status (9)
Country | Link |
---|---|
US (1) | US11313084B2 (de) |
EP (1) | EP3337928B1 (de) |
JP (1) | JP6668476B2 (de) |
CA (1) | CA3022814C (de) |
DE (1) | DE102015113728A1 (de) |
HR (1) | HRP20210597T1 (de) |
PL (1) | PL3337928T3 (de) |
RS (1) | RS61762B1 (de) |
WO (1) | WO2017029038A1 (de) |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE202016101675U1 (de) | 2016-03-29 | 2017-07-03 | Het Elastomertechnik Gmbh | System zum Aufbau eines Bahnübergangs |
RU191856U1 (ru) * | 2019-02-27 | 2019-08-26 | Открытое Акционерное Общество "Российские Железные Дороги" | Настил для рельсового пути |
RU2710581C1 (ru) * | 2019-04-30 | 2019-12-27 | Закрытое акционерное общество "КПМ-СЕРВИС" | Устройство плиты железнодорожного переезда |
DE102019116130A1 (de) * | 2019-06-13 | 2020-12-17 | Het Elastomertechnik Gmbh | Vorrichtung zur Bildung eines Bahnübergangs |
DE102022123268A1 (de) | 2022-09-13 | 2024-03-14 | Het Elastomertechnik Gmbh | System zur Bildung eines Bahnübergangs |
Family Cites Families (20)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1613850A (en) * | 1926-10-14 | 1927-01-11 | Albert E Scherm | Crossing pavement |
US1627800A (en) * | 1926-10-30 | 1927-05-10 | Mills Herbert | Railway crossing |
US1729360A (en) * | 1928-07-16 | 1929-09-24 | Evan C Price | Highway grade crossing for railways |
US2067037A (en) | 1936-05-06 | 1937-01-05 | Massey Concrete Products Corp | Crossing slab |
US3056555A (en) | 1960-08-23 | 1962-10-02 | Jacob A Eisses | Grade crossing |
US3557670A (en) * | 1968-05-27 | 1971-01-26 | Paul Thomas Sutton | Patch assembly for rapid repair of bomb-damaged runways and pavements |
US4009827A (en) * | 1975-06-12 | 1977-03-01 | Tafel Leonard I | Flexible, resilient, and wear resistant railroad crossing structure |
DE3027090A1 (de) | 1980-07-17 | 1982-02-11 | Fried. Krupp Gmbh, 4300 Essen | Auslegung von schienengleisen mit vorgefertigten stahlbetonplatten |
US4365743A (en) * | 1981-03-19 | 1982-12-28 | Trickel Lorn L | Railroad-highway crossing deck component |
DE3707305A1 (de) | 1987-03-06 | 1988-09-15 | Kraiburg Gummi | Elastische platte fuer schienengleiche bahnuebergaenge |
US5201467A (en) * | 1991-09-03 | 1993-04-13 | Riedel Omni Rubber Products, Inc. | Apparatus for interconnecting elastomeric grade crossing panels |
DE9312383U1 (de) | 1993-08-18 | 1993-10-14 | Kraiburg Gummi | Formstück für eine fahrradfreundliche Gleisübergangseinrichtung |
DE19623135A1 (de) | 1996-06-10 | 1997-12-11 | Kraiburg Elastik | Vorrichtung zur Lagefixierung von Formkörpern einer Gleisübergangseinrichtung an einer Gleisanlage |
DE10102156A1 (de) | 2001-01-18 | 2002-08-01 | Intervia Gmbh & Co Kg | Gleisübergangskonstruktion |
JP3959368B2 (ja) | 2003-05-15 | 2007-08-15 | 清田軌道工業株式会社 | 踏切舗装板構造 |
AU2007260579B2 (en) * | 2006-06-13 | 2012-09-06 | Newstyle Nominees Pty Ltd | Rail track crossing |
JP3125803U (ja) | 2006-06-29 | 2006-10-05 | 株式会社和田楽器 | 折りたたみ式譜面台 |
JP4137986B2 (ja) | 2006-12-19 | 2008-08-20 | 西日本旅客鉄道株式会社 | ブリッジ構造の踏切システム |
US8864084B2 (en) * | 2011-09-07 | 2014-10-21 | Railway Equipment Company, Inc. | Railway track switch cover system |
JP6415833B2 (ja) | 2014-03-27 | 2018-10-31 | 三菱重工サーマルシステムズ株式会社 | 給湯機、及び給湯機の制御方法 |
-
2015
- 2015-08-19 DE DE102015113728.3A patent/DE102015113728A1/de active Pending
-
2016
- 2016-07-15 RS RS20210439A patent/RS61762B1/sr unknown
- 2016-07-15 PL PL16738818T patent/PL3337928T3/pl unknown
- 2016-07-15 JP JP2018528381A patent/JP6668476B2/ja active Active
- 2016-07-15 EP EP16738818.0A patent/EP3337928B1/de active Active
- 2016-07-15 WO PCT/EP2016/066892 patent/WO2017029038A1/de active Application Filing
- 2016-07-15 CA CA3022814A patent/CA3022814C/en active Active
- 2016-07-15 US US16/300,686 patent/US11313084B2/en active Active
-
2021
- 2021-04-14 HR HRP20210597TT patent/HRP20210597T1/hr unknown
Also Published As
Publication number | Publication date |
---|---|
HRP20210597T1 (hr) | 2021-08-20 |
CA3022814C (en) | 2023-11-21 |
EP3337928B1 (de) | 2021-01-20 |
PL3337928T3 (pl) | 2021-09-13 |
JP6668476B2 (ja) | 2020-03-18 |
DE102015113728A1 (de) | 2017-02-23 |
WO2017029038A1 (de) | 2017-02-23 |
US11313084B2 (en) | 2022-04-26 |
CA3022814A1 (en) | 2017-02-23 |
RS61762B1 (sr) | 2021-05-31 |
US20190161920A1 (en) | 2019-05-30 |
JP2018523772A (ja) | 2018-08-23 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP3337928B1 (de) | Vorrichtung zur bildung eines bahnübergangs | |
EP1039033B1 (de) | Verfahren zur Herstellung einer festen Fahrbahn für Schienfahrzeuge | |
WO2012089697A1 (de) | Verfahren zum herstellen einer festen fahrbahn | |
CH634367A5 (de) | Schienengleicher bahnuebergang. | |
DE19519745C2 (de) | Schotterloser Gleisoberbau | |
DE10212090B4 (de) | Fahrweg für eine elektromagnetische Schnellbahn | |
DE102004019275B4 (de) | Systemschalung für Querfugen bei festen Fahrbahnen | |
DE202011001106U1 (de) | System zum horizontalen Ausrichten eines Gleisrostes einer festen Schienenfahrbahn | |
WO2000061866A1 (de) | Verfahren zur erneuerung einer gleisanlage | |
DE10246898A1 (de) | Vorrichtung zum Justieren der Schwellen von festen Fahrbahnen | |
DE102019116130A1 (de) | Vorrichtung zur Bildung eines Bahnübergangs | |
EP3617404B1 (de) | Fahrschiene und gleiskonstruktion mit der fahrschiene | |
DE202014010270U1 (de) | System zum Richten eines Gleises einer festen Schienenfahrbahn | |
DE10128844B4 (de) | Vorrichtung zum Befestigen von Schienen auf einem festen Untergrund | |
WO2024056540A1 (de) | System zur bildung eines bahnübergangs | |
DE102009060812B4 (de) | System zum Richten eines Gleises einer festen Schienenfahrbahn | |
DE102005027758B3 (de) | Verfahren für die Erneuerung eines mittels Schwellen in fester Fahrbahn verlegten Gleises sowie Heberichtschwelle zur Verwendung in dem Verfahren | |
DE4416437C1 (de) | Schienenbefestigung | |
DE102007048214A1 (de) | Verfahren und Anordnung zum Ausrichten vorgefertigter Betontragplatten sowie Tragbalkenelement zur Verwendung in dem Verfahren und der Anordnung | |
DE102006019549A1 (de) | Fahrweg und Verfahren zur Herstellung von Betonfertigteilplatten | |
DE10032437A1 (de) | Verfahren zum Herstellen einer Entgleisungsschutzeinrichtung sowie Entgleisungsschutzeinrichtung für ein Gleis | |
DE202007007685U1 (de) | Vorrichtung zur Fixierung von Eisenbahnschienen, insbesondere von oberflächlichen Stromschienen | |
DE202007012713U1 (de) | Schienensicherungseinrichtung zur provisorischen Sicherung von Schienen | |
AT16434U1 (de) | Einrichtung zur verlegung von gleisen | |
DD268133A3 (de) | Fahrbahnelement fuer zerlegbare metallene behelfsbruecken grosser stuetzweiten |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE INTERNATIONAL PUBLICATION HAS BEEN MADE |
|
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 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: REQUEST FOR EXAMINATION WAS MADE |
|
17P | Request for examination filed |
Effective date: 20180207 |
|
AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR |
|
AX | Request for extension of the european patent |
Extension state: BA ME |
|
DAV | Request for validation of the european patent (deleted) | ||
DAX | Request for extension of the european patent (deleted) | ||
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: EXAMINATION IS IN PROGRESS |
|
RIN1 | Information on inventor provided before grant (corrected) |
Inventor name: GOLDHAUSEN, TINO Inventor name: FROTTIER, JEAN-PIERRE |
|
17Q | First examination report despatched |
Effective date: 20190404 |
|
GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: GRANT OF PATENT IS INTENDED |
|
INTG | Intention to grant announced |
Effective date: 20200812 |
|
GRAS | Grant fee paid |
Free format text: ORIGINAL CODE: EPIDOSNIGR3 |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE PATENT HAS BEEN GRANTED |
|
AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR |
|
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: DE Ref legal event code: R096 Ref document number: 502016012255 Country of ref document: DE |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: REF Ref document number: 1356505 Country of ref document: AT Kind code of ref document: T Effective date: 20210215 |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: FG4D Free format text: LANGUAGE OF EP DOCUMENT: GERMAN |
|
RAP2 | Party data changed (patent owner data changed or rights of a patent transferred) |
Owner name: HET ELASTOMERTECHNIK GMBH |
|
REG | Reference to a national code |
Ref country code: HR Ref legal event code: TUEP Ref document number: P20210597T Country of ref document: HR |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: NV Representative=s name: VALIPAT S.A. C/O BOVARD SA NEUCHATEL, CH |
|
REG | Reference to a national code |
Ref country code: SE Ref legal event code: TRGR |
|
REG | Reference to a national code |
Ref country code: SK Ref legal event code: T3 Ref document number: E 37142 Country of ref document: SK Ref country code: NL Ref legal event code: MP Effective date: 20210120 |
|
REG | Reference to a national code |
Ref country code: LT Ref legal event code: MG9D |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R083 Ref document number: 502016012255 Country of ref document: DE |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LT 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: 20210120 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: 20210420 Ref country code: NO 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: 20210420 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: 20210520 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: 20210120 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: 20210421 |
|
REG | Reference to a national code |
Ref country code: HR Ref legal event code: ODRP Ref document number: P20210597 Country of ref document: HR Payment date: 20210709 Year of fee payment: 6 |
|
RIN2 | Information on inventor provided after grant (corrected) |
Inventor name: GOLDHAUSEN, TINO Inventor name: FROTTIER, JEAN-PIERRE |
|
REG | Reference to a national code |
Ref country code: HR Ref legal event code: T1PR Ref document number: P20210597 Country of ref document: HR |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LV 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: 20210120 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IS 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: 20210520 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R097 Ref document number: 502016012255 Country of ref document: DE |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SM 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: 20210120 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: 20210120 |
|
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: 20210120 Ref country code: RO 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: 20210120 |
|
26N | No opposition filed |
Effective date: 20211021 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: AL 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: 20210120 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: 20210120 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SI 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: 20210120 |
|
GBPC | Gb: european patent ceased through non-payment of renewal fee |
Effective date: 20210715 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MC 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: 20210120 |
|
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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20210120 Ref country code: GB Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20210715 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IS 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: 20210520 Ref country code: LU Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20210715 |
|
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 NON-PAYMENT OF DUE FEES Effective date: 20210715 |
|
REG | Reference to a national code |
Ref country code: HR Ref legal event code: ODRP Ref document number: P20210597 Country of ref document: HR Payment date: 20220705 Year of fee payment: 7 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: HU Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT; INVALID AB INITIO Effective date: 20160715 |
|
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: 20210120 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: 20210120 |
|
REG | Reference to a national code |
Ref country code: HR Ref legal event code: ODRP Ref document number: P20210597 Country of ref document: HR Payment date: 20230630 Year of fee payment: 8 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: HR Payment date: 20230630 Year of fee payment: 8 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: CZ Payment date: 20230707 Year of fee payment: 8 Ref country code: CH Payment date: 20230801 Year of fee payment: 8 Ref country code: AT Payment date: 20230718 Year of fee payment: 8 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: SK Payment date: 20230710 Year of fee payment: 8 Ref country code: SE Payment date: 20230724 Year of fee payment: 8 Ref country code: RS Payment date: 20230711 Year of fee payment: 8 Ref country code: PL Payment date: 20230704 Year of fee payment: 8 Ref country code: FR Payment date: 20230724 Year of fee payment: 8 Ref country code: DE Payment date: 20230726 Year of fee payment: 8 Ref country code: BE Payment date: 20230719 Year of fee payment: 8 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MK 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: 20210120 |