EP3263766B1 - Betontragplatte für ein schienenfahrzeug und/oder ein fahrzeug mit geführten luftreifen - Google Patents

Betontragplatte für ein schienenfahrzeug und/oder ein fahrzeug mit geführten luftreifen Download PDF

Info

Publication number
EP3263766B1
EP3263766B1 EP16305771.4A EP16305771A EP3263766B1 EP 3263766 B1 EP3263766 B1 EP 3263766B1 EP 16305771 A EP16305771 A EP 16305771A EP 3263766 B1 EP3263766 B1 EP 3263766B1
Authority
EP
European Patent Office
Prior art keywords
slab
linear
rails
elementary
guided
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.)
Active
Application number
EP16305771.4A
Other languages
English (en)
French (fr)
Other versions
EP3263766A1 (de
Inventor
Antoine Marot
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to ES16305771T priority Critical patent/ES2729949T3/es
Priority to EP16305771.4A priority patent/EP3263766B1/de
Publication of EP3263766A1 publication Critical patent/EP3263766A1/de
Application granted granted Critical
Publication of EP3263766B1 publication Critical patent/EP3263766B1/de
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B1/00—Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B1/00—Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
    • E01B1/002—Ballastless track, e.g. concrete slab trackway, or with asphalt layers
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B25/00—Tracks for special kinds of railways
    • E01B25/28—Rail tracks for guiding vehicles when running on road or similar surface
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2204/00—Characteristics of the track and its foundations
    • E01B2204/09—Ballastless systems
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2204/00—Characteristics of the track and its foundations
    • E01B2204/10—Making longitudinal or transverse sleepers or slabs in situ or embedding them
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2204/00—Characteristics of the track and its foundations
    • E01B2204/11—Embedded tracks, using prefab elements or injecting or pouring a curable material

Definitions

  • the present invention relates to a prefabricated elementary structure for any type of linear infrastructure dedicated to a rail and / or pneumatic guided system, whether permanent or temporary, assigned to the transport of persons, equipment, materials, goods and / or machinery maneuvering.
  • the invention also relates to an assembly of a plurality of elementary structures, as well as a method of manufacturing such an elementary structure and a method of installing this structure.
  • EP 1 218 596 a prefabricated reinforced concrete plate providing precise adjustment of the plates by means of a steel bar positioned in a predetermined manner on the plate.
  • DE 44 39 816 discloses a method for producing a concrete molded body for supporting rails and which has at least one outer support surface provided with a layer of elastic material.
  • the molded concrete body is made in a mold at least partially lined with an elastic insulation mat with open porosity, and then filled with concrete, so that after fixing the concrete, the insulation blanket is attached to the support plate of the rails.
  • FR 2 982 622 discloses a concrete slab supporting at least two rails of a railroad track, each rail of a file having its pad removably attached to the bottom of the corresponding engravure by mechanical means.
  • Two parallel strips of elastomeric material are removably attached respectively in two rabbets of the slab bordering the engravure so that the two strips seal the two ruts defined by the engravure on both sides of the rail.
  • WO 2012/034847 a slab of track for vehicles guided by rail, the slab being made of precast concrete and provided with rails.
  • the slab has electrical conductors for transmitting energy to the vehicle.
  • US 3,942,449 discloses a self guided vehicle for a transport system including a road having a pair of elongated parallel tracks of convex cross-sectional shape, the vehicle having wheels provided with tires and means for propelling the vehicle on the road. The wheels of the vehicle are guided by the tracks.
  • the invention aims to provide a prefabricated elementary structure that allows the free movement of pedestrians and / or guided vehicles or not, in particular to improve the rate of completion of the work.
  • the aim of the invention is also to provide a prefabricated elementary structure exploitable for all types of linear infrastructures dedicated to guided systems, which can be installed on different types of supports such as platform, work offal when the structures are differentiated, apron when the element is integrated or not into the aerial work structure.
  • the slab is advantageously made monolithically, in one piece.
  • the slab comprises, for example, on its upper surface, at least two linear engravures configured to allow the fixing of rails or profiles for railway guided system and / or at least two linear engravings or linear bosses configured to allow the realization of rolling plans for guided system on tires.
  • the linear engravures can be constituted by hollow linear parts formed during the manufacture of the slab.
  • the slab may then comprise a substantially parallelepiped base and a riser on the base
  • the riser may consist of three parts, namely two outer lateral parts and a central part defining between them the two linear engravures.
  • the elementary structure is provided to advantageously receive rails, arranged parallel to each other in the engravures, and / or rolling systems of guided systems on tires. Pedestrian traffic is also possible, especially on the central part of the riser.
  • the presence of the three-part riser allows the upper surface of the riser located between and outside the portion of the slab accommodating the profiles, including rails, rolling and rail guidance, substantially at the level of the working plan.
  • the gaps between these profiles and parts of the riser can then allow to confine the drift of a rolling stock losing its guidance, giving the elementary structure an anti-derailment function.
  • the edges of the gaps can be reinforced by profiles as much as necessary and serve as a "counter-rail" security.
  • the gaps between the profiles and the parts of the riser can allow splicing by the insertion of mechanical parts bearing on the walls of the grooves for particular immediately consolidate a broken rail.
  • the riser may comprise a single central portion surmounting the base.
  • the elementary structure is provided to advantageously receive rails, arranged parallel to each other. The elementary structure then allows the circulation of rolling stock on rail, and pedestrians between the rails, in particular on the central part formed by the riser, the elementary structure allowing the removal of sleepers.
  • the riser may comprise only the lateral parts and not the central part.
  • the slab may comprise only a parallelepiped base.
  • the elementary structure advantageously comprises rails, arranged parallel to each other. The elementary structure then allows the circulation of rolling stock on rails, and pedestrians between the rails, the elementary structure allowing the removal of sleepers.
  • the envelope may cover all or part of the lower surface of the slab, preferably the entire lower surface of the slab.
  • the envelope may also cover all or part of at least one of the four lateral edges of the slab, preferably at least a portion of the four lateral edges of the slab, in particular the four lateral edges of the slab over a portion of their height. , starting from the bottom.
  • the envelope can be fixed to the slab by mechanical assembly, using for example rivets, integrated or not to the envelope, or by gluing.
  • the casing may be made of a material allowing the attenuation of the vibrations.
  • the elementary structure may comprise a mat, especially a resilient or damping mat, for example made of a polyurethane material, interposed between the casing and the lower surface of the slab, and configured to allow the attenuation of vibrations.
  • a mat especially a resilient or damping mat, for example made of a polyurethane material, interposed between the casing and the lower surface of the slab, and configured to allow the attenuation of vibrations.
  • the envelope is made of a polyurethane material, such as diphenylmethylene diisocyanate, also called MDI (English Methylene diphenyl diisocyanate).
  • MDI diphenylmethylene diisocyanate
  • the MDI polyurethane has the advantage of providing better electrical insulation with respect to electric traction currents, thus limiting the corrosive effect of stray currents when the return of the traction energy of the guided system uses railway-type rolling profiles, ie rails.
  • the polyurethane MDI type is an inert material, neutral and stable, especially in comparison with a material such as rubber whose unstabilized chemical reaction causes it to harden over time and then to degrade, losing its properties initials.
  • the polyurethane MDI type is a material resistant to attrition due to the friction related to the deflection when the elementary structure is configured for the attenuation of vibrations.
  • the resilient properties of the envelope or the mat may be different depending in particular on the objective aimed at attenuation of vibrations.
  • the stiffness the envelope or carpet may be different in its covering portion of the lower surface of the slab.
  • the stiffness values are the result of complex vibration attenuation studies, which take into account, but are not limited to, project specificities, including the type of rolling stock, rail, track laying, speed the nature of the soil, the level of attenuation sought, etc.
  • the stiffness is advantageously between 10kN / mm and 40kN / mm, approximately.
  • the envelope can isolate the support slab, such as a concrete setting, a mortar and / or a resin, on which it will be installed. This makes it possible to make the slab of its support removable, and thus to facilitate the maintenance of the slab. Thus, the slab can be replaced at the end of its life cycle or in the event of a disaster, without altering the rest of the infrastructure on which the elementary structure is disposed, in particular its support such as setting concrete, mortar and or the resin. This property also makes it possible to consider the substitution of the elementary structure in order to manage temporary installation configurations of equipment such as switches.
  • the envelope when resilient or combined with a carpet, associated with the slab, allows to target high performance in terms of vibration attenuation of the order of -20 to -25dBV without generating a deflection greater than 2 mm.
  • the deflection is a subsidence of the elementary structure when passing mobile loads, including a train. Under the effect of the load, and mainly because of the presence of the envelope and possibly the carpet, arranged under the slab in the elementary structure, it moves slightly downward, as for s' press.
  • the mass of the slab about 6t, allows significantly better vibration damping compared to the known systems on sleepers, but with less deflection.
  • the elementary structure according to the invention can make it possible to make the attenuation of vibrations more efficient with a relatively low deflection level, which is acceptable, of the order of about 2 mm. If the level of deflection is greater than this value, the repetitive bending of the rail generates a high level of vibration, which generates fatigue, which contributes to the risk of premature failure of the rail and disorder of the components of said prefabricated elementary structure.
  • the envelope can be in a basic version without vibration attenuation, to facilitate the replacement of the slab without damaging the support, or in a more elaborate version with also attenuation of vibrations, the elementary structure being in the latter case generally provided with the carpet interposed between slab and envelope.
  • the structure may comprise a plurality of inserts, positioned in a predetermined manner, in particular grouped for example by two or four or other means, for fastening rails and / or rolling profiles and / or guidance system systems guided on tires.
  • the central portion of the slab in particular between the linear engravings or linear bosses closest to each other, formed or not by the central portion of the riser, is advantageously flat and the width of this central portion is sufficient to allow pedestrian traffic. on this central part according to standards or orders in force, being for example greater than 800 mm, preferably between 800 mm and 1200 mm approximately.
  • the slab comprises the two side elevation parts, and not the central part, they allow the circulation of vehicles equipped with guides such as cars and / or trucks.
  • the slab is equipped with the side parts and the central portion of the riser, they allow the circulation of unguided vehicles such as cars and / or trucks.
  • the slab comprises linear engravings for flooded rails of the current type (60E1), such linear engravings having a depth of between approximately 1.5 cm and 5 cm from the running surface.
  • the slab may comprise linear engravures for rails fixed by inserts, such linear engravings being a depth between about 1.5 cm and 15 cm of the running surface.
  • the elementary structure advantageously comprises inserts for fixing a power supply system, in particular electrical energy, of said rail and / or pneumatic guided system.
  • the elementary structure may comprise a plurality of inserts for fixing guiding systems for guided system on tires.
  • the guide system or systems may comprise a power supply system, especially electrical.
  • linear engravings or linear bosses of shallow depth or thickness, for example of depth or thickness of between approximately 2 cm and 5 cm, may, during their manufacture in the factory or in situ, either be equipped with specific sets of wedges, which allow the positioning of striated or unstriated metal profiles, will allow to realize in situ the planes of bearings of pneumatic systems, by putting at the right height the planes of bearing.
  • linear engravures for the realization of rolling surfaces of pneumatic systems, it is expected to fill at least partially, including using resin, to achieve a running surface substantially flush with the adjacent parts of the elementary structure or specific wedges accommodating the metal rolling profiles of pneumatic systems.
  • the slab may be made of a composite material selected from the group consisting of reinforced concrete, fiber concrete or any other suitable composite material.
  • the basic structure can be used in any type of linear infrastructure dedicated to guided systems, installed on different types of supports such as platform, subgrade of underground work that is of the tunnel type, frame work or open trench, on or integrated to the deck of the aerial work for example viaduct type.
  • the elementary structure applies to the current track and / or to specific equipment of the type of switchgear, in particular switchgear, glue-insulated seal, expansion devices.
  • the slab may include a switch, then being specific to a type of switch. This can help to homogenise the type of laying, to better manage the problem of vibration mitigation and associated deflection, to manage the transition lines between two adjacent zones of attenuation of the different vibrations, to manage temporary configurations , in particular in the case of adding or removing switches.
  • This also allows, during the phase of realization of the system, during the laying of the ways, facilities in terms of kinematics of laying by realizing the apparatuses track in two parts. This allows a continuous realization of one way then the other, so less bursting charges.
  • the switches are very busy equipment. They can withstand significant constraints. They are usually supported on a large part of their linear by sleepers that intercept the two lanes. From a behavior point of view, when the switchgear is placed on slabs in areas with attenuation of vibrations, the switchgear is more stable and therefore more durable especially in the case of moving parts: needles.
  • the prefabricated shell structure allows the specific components dedicated to the construction of linear infrastructures of guided systems, their maintenance and / or their renewal, in other words, to the installation of the support of the system.
  • the basic envelope structure is used to manage the safety of the workers in the area defined as the "construction site", particularly when the site is in a "closed” configuration.
  • the invention refers to the concept of a type of rail / road track that allows the use of rolling stock rail, road and autonomous and / or guided and / or mixed. This makes it possible to reduce the investment costs of the equipment required during the construction phases of the system and rolling stock for inspection, maintenance or emergency intervention.
  • Another advantage of the invention is that it makes it possible to overcome the constraints induced by the use of a large quantity of poured concrete at the destination site.
  • the constraints inherent in the concrete making process in the factory
  • its supply traffic and urban parking
  • its transport mode mixer, pumping, recovery, transfer
  • its implementation pouring, vibrating, float, cleaning
  • This aspect has the direct effect of extending the construction time of the structure in question and / or the installation of the equipment for which it is intended.
  • the prefabricated elementary structure with envelope also makes it possible to overcome the constraints induced by the manufacture of reinforcing reinforcement at the destination site. Among these, but not limited to, are the constraints inherent in the supply of reinforcement, storage, handling, assembly, electromagnetic isolation, drainage stray currents.
  • the prefabricated elementary structure makes it possible to anticipate the manufacture of the infrastructure vis-à-vis the provision of the works and thus optimize the time of installation on site.
  • the running surface of the equipment is provided by rolling profiles (rails or other) fixed on the slab or engraved in the linear grooves, or bookings, and / or maintained by inserts anchored in the structure is wedged and / or glued in the engravure.
  • the guidance of the rolling stock is then ensured by the rolling profiles.
  • the traction electrical energy of the rolling stock can be conveyed by a third linear section, the latter being supported by isolator blocks. Reservations in the elementary structure can make it possible to take into account the technological varieties available for these isolator blocks (geometry, spacing, etc.).
  • the running plan may be made at the level of the linear engravings, either by application of a layer of material or by planing or by means of specific shim sets , which make it possible to position metal profiles striated or not.
  • the guidance of the rolling stock is then ensured by two linear profiles independent or linked to linear rolling profiles.
  • the attachment of these linear sections may be as described above.
  • the electrical traction energy of the rolling stock can be transmitted by linear metal profiles (rolling and / or guiding and / or a third section). If the addition of isolator blocks is desirable, reservations in the elementary structure will make it possible to take into account the technological varieties available for these isolator blocks (geometry, spacing, etc.).
  • the elementary structure When the elementary structure is configured to accommodate a rail guided system and a pneumatically guided system, it can combine the features described above for each of these guided systems.
  • Sleeves for the proper functioning of the guided system can be integrated into the prefabricated elementary structure. Furthermore, any type of insert can be positioned in the elementary structure allowing particular handling, adjustment planimetry and / or altimetry thereof.
  • inserts and / or reservations can be optimized, especially increased, in order to anticipate, in particular, the modification of the fixing travel of the profiles (installation of insulating block, expansion devices, etc.) as well as for the reinforcement and / or the repair during the construction phases or for the intervention of the maintenance services.
  • Inserts and / or integrated bookings can be used in particular to reduce the standard travel of securing profiles in binding plan layout configurations and / or the immediate consolidation of a broken section.
  • the invention further provides, in combination with the foregoing, an assembly comprising a plurality of elementary structures as defined above arranged and fixed side by side so as to form a linear path for rail guided systems and / or tires.
  • the assembly may further comprise rails or profiles fixed in the corresponding linear engravures or on the slab and / or rolling surfaces formed from linear engravures and / or linear bosses, and possibly guiding systems for guided systems tires.
  • the assembly may further comprise a power supply system for rail and / or pneumatic guided system.
  • the assembly can form all or part of the infrastructure or structure. In particular, the assembly can be integrated into an infrastructure.
  • the longitudinal assembly of several elementary structures makes it possible to constitute the base structure of the linear infrastructure of the guided system: the rolling plane, the guidance, the energy routing of the guided system considered.
  • the elementary structure is advantageously sometimes all or part of a bridge civil engineering work (bridge and / or viaduct), whether it is manufactured by monobloc spans, voussoirs or parts assembled on a prefabrication area or the site of destination, or part of the base of an underground frame or tunnel structure, or of a terraced platform.
  • the infrastructure formed or comprising several elementary structures with an envelope makes it possible to offer a pedestrian platform that can be circulated by construction, inspection, maintenance, operation and renewal personnel as well as by the public who would be evacuated from the site. . It allows the cross flow of people during emergency evacuation operations. It makes it unnecessary to use an ancillary device such as a gateway.
  • the subject of the invention is also, in combination with the foregoing, a method of manufacturing an elementary structure as defined above, characterized in that it comprises the step consisting in molding the slab in the envelope, with a carpet possibly interposed between slab and envelope, the slab comprising for example the linear engravures and / or linear bosses, before transport to the location provided for said structure. It is possible to fix the envelope, and possibly the carpet, to the slab, in particular under the lower surface and possibly on a portion less than the height of at least one of the four lateral edges, for example by mechanical assembly or gluing.
  • the manufacturing method advantageously comprises the step of fixing the inserts in the slab.
  • the elementary structures prefabricated on a fixed or fairground prefabrication area benefit from a better control of the construction quality process.
  • the invention which can be modulated, can adapt to the specificities of the components to be incorporated in the elementary structure.
  • the dimensions of the basic structure as well as the location of the reservations can be chosen according to the specificities of the transport system.
  • planing is meant any technique of surface removal, such as planing, grinding or other surface removal techniques.
  • the technology of the prefabricated elementary structure is simple to pre-manufacture, fast and flexible to implement both for its installation, its renewal as for the realization of / rolling plans and the installation of components. These strengths persist whether the elementary structure is differentiated from the supports (platform, slab) or integrated (apron).
  • This possibility offers a panel of new alternatives, favorable to an optimized scheduling of the work of realization of the work as well from a point of view of the infrastructures as the equipment to be installed there.
  • the elementary structures When the elementary structure is differentiated from the support of the infrastructure, the elementary structures can be positioned on site at their definitive topographical location. They can be anchored and / or wedged in the underside by a concrete slurry mortar, mortar, specific resin, bituminous or other. They can also be wedged and / or anchored laterally. The fixing of the rail and / or pneumatic running planes on discrete or continuous supports can also be considered.
  • the elementary structure can advantageously be used to renew an existing infrastructure, notably making it comply with safety standards requiring an emergency evacuation route.
  • This elementary structure 1 comprises a prefabricated slab 2 of generally rectangular shape, having an upper surface 6, a lower surface 7, and four lateral edges 30 at the periphery of the slab 2.
  • the slab 2, produced in a monolithic manner, comprises in this example at least two linear engravings 3, more visible on the figure 2 , configured to allow the attachment of rails for rail guided system.
  • the length of the slab is in this example of 3.90 m and its width of 2.2 m.
  • the height of the lateral edges starting from the lower surface 7 to the bottom of the linear engravings 3 is about 20 cm.
  • the elementary structure 1 comprises an envelope 31 and a vibration damping mat 32, under the lower surface 7 of the slab.
  • the envelope 31 and the belt 32 are arranged and fixed to the slab, in particular by mechanical assembly using rivets, integrated or not into the envelope or by gluing.
  • This envelope 31 is made in the form of a layer of a resilient material such as polyurethane MDI polyether type.
  • the carpet 32, made of polyurethane, is interposed between the lower surface 7 of the slab 2 and the envelope 31 as visible.
  • the slab 2 comprises two other linear engravures 4 configured to allow the realization of rolling plans for guided system on tires.
  • the linear engravings 4 are arranged as visible on the Figures 2 and 3 parallel and outside linear engravings 3 as visible.
  • the linear engravings 3 and 4 are parallel to the longitudinal axis X of the elementary structure 1.
  • the elementary structure 1 also comprises in this example a plurality of inserts 5 positioned in a predetermined manner to allow, in this example, the fixing of guided systems on tires.
  • the inserts 5 are grouped according to a square or rectangle of four inserts and are partially anchored in the slab 2, partially projecting above the upper surface 6 of the slab 2, as visible on the Figures 2 and 3 .
  • the slab 2 is molded into the envelope 31 provided with the cover 32 with the linear engravings 3 and 4.
  • the inserts 5 are fixed in the slab 2, before the structure is transported. elementary thus prepared at the location provided for this elementary structure 1.
  • a fixing material such as a mortar and / or a resin
  • a fixing material such as a mortar and / or a resin
  • the elementary structure 1 is positioned on this material. this location.
  • the elementary structure 1 is disposed and then a setting concrete, a mortar and / or a resin is poured or injected between the elementary structure and its support.
  • the envelope 31 of the elementary structure 1 is intended to be in contact with the setting concrete, the mortar and / or the resin on which the elementary structure 1 is fixed.
  • the rails 10 are fixed as illustrated on FIG.
  • the rails 10 can be positioned on a set of specific shims and fixed by conventional fasteners. In this case, the gaps of the engravures can if necessary be filled by any type of filling material. Furthermore, a material such as a resin is added in the linear engravures 4 to form the running surface 25 at the appropriate height, in particular flush with the adjacent parts of the elementary structure.
  • the bearing 25 can also be made identically to the rail 10 positioned on a specific set of shims and, in a manner not illustrated in this example, is fixed the guiding system for guided system on tires using inserts 5 provided for this purpose.
  • the width L of the central portion 12, flat, of slab 2 between the linear engravings 3 closest to each other, is sufficient to allow the circulation in this central portion 12 of pedestrians.
  • the width of the side portions 14 of slab 2 outside linear engravures 3 allows the circulation of unguided vehicles, such as cars and / or trucks.
  • the width L of the central portion 12 is in particular greater than 800 mm, and preferably between 800 mm and 1200 mm for the railway systems UIC (International Union of Railways) or other to adapt to the regional specificity referred.
  • Another similar elementary structure 1 is intended to extend on one side or both sides of the slab along the longitudinal axis X, in the extension of each other, to form a linear path for the guided systems.
  • Figures 4 to 6 another example of elementary structure 1, which differs from the embodiment of Figures 1 to 3 in that the rails are no longer embedded in the linear engravings 3, but fixed by means of the inserts 13, visible on the figure 4 , arranged in pairs in this example.
  • the linear engravings 3 are thus shallower than those of the Figures 1 to 3 .
  • the running surface 25 is formed by planing the linear bosses 9, as visible.
  • the envelope 31 is present under the lower surface 7 of the slab 2, but also covers a portion of the height, starting from the bottom, the side edges 30, as visible. It is not beyond the scope of the invention if the envelope 31 covers the entire surface of the lateral edges, or if it covers only one, two or three of the four lateral edges, at least partially, or if it does not covers only partially the lower surface 7 of the slab 2.
  • the height of the periphery of the envelope advantageous for allowing the movement due to the deflection, depends on the filling height of the setting concrete, in other words the depth of its embedding. At this height, it is preferable to provide a margin to ensure that the concrete does not compromise the isolation of the track.
  • Conductive concrete wet, allows the passage of stray currents that corrode structural steels or sacrificial steels positioned closer to the rails in the structure of the structure.
  • the height of the side edges 30 from the bottom to the bottom of the linear engravings is about 20 cm.
  • the overlap height by the envelope 31 of the side edges 30 is in this example between 15 cm and 20 cm.
  • the depth of the embedding of the slab is in this example between 10 cm and 15 cm from the lower surface 7 of the slab 2.
  • the slab 2 has, outside the linear engravures 3, lateral portions 14 of the slab 2 having a height greater than that of the central portion 12 of the slab 2.
  • the rails 10 are shown said embedded in a mortar or resin 15 around the rail 10, so as to be flush with the upper surface 6 of the slab 2 for the central portion 12 between the rails 10 and to be flush with the upper surface 6 of the slab 2 in the lateral parts 14.
  • This figure also shows the mortar or resin M for wedging or connecting the slab 2 on the foundation.
  • the foundation F which can be for example the foundation of an underground structure or a platform overburden aerial.
  • the figure 8 differs from the figure 7 in that a traction energy supply system 20 has been added to the railway systems.
  • This energy supply system 20 comprises a profile 21 used for the distribution / capture of the energy of the high electric traction at the positive (+) potential, the negative potential (-) being realized by the rails 10.
  • the system of supply 20 further comprises a support 22 and an insulator 23.
  • the supply system 20 is fixed to the slab 2 by means of inserts 8 provided in the slab 2 for fixing the supply system 20.
  • the elementary structures 2 of the Figures 7 and 8 are only dedicated to the circulation of guided rail systems.
  • the elementary structure 1 of the figure 9 is dedicated, for its part, to pneumatic guided systems.
  • the slab 2 comprises linear engravures 4 to provide the running surface 25 and is made on site by adding resin to at least partially fill the hollow left by the linear engravure 4, as visible.
  • the linear engravures 4 can be equipped with specific sets of shims, which allow to position striated or not metal profiles.
  • the inserts 5 provided in the slab 2 make it possible to fix the guiding system 24 comprising insulators 26 as well as lateral bars 27 for the guidance of the pneumatic guided system and optionally the capture of traction energy, electricity.
  • FIG. 10 presents a system and a basic structure for mixed rail and pneumatic guided systems.
  • the central portion 12 located between the rails 10 or rolling plan allows the movement of pedestrians and / or unguided vehicles such as trucks or cars, which avoids to provide an additional pedestrian and / or road path on the infrastructure.
  • the slab 2 monolithic as in the other embodiments, comprises a base 40 of parallelepiped shape and a riser 41 forming a single piece.
  • the riser 41 comprises three parts of parallelepipedal shape each, defining with the base 40 and between them the linear engravures 3.
  • a central portion 42 of the riser 41 separates the rails 10 between them and two lateral portions 43 surround those here, as visible.
  • the representation of the figure 13 highlights the difference between base 40 and raises 41, to identify them well, while they are well monolithic, together forming the slab 2.
  • the central portion 42 of the figure 13 corresponds to the central part 12 of Figures 1 to 3
  • the lateral parts 43 correspond to the lateral parts 14 of the Figures 1 to 3
  • the rails 10 are fixed using fixing systems 11 to the slab 2, in particular to the base 40 of the slab.
  • the slab 2 of the elementary structure 1 comprises only the base 40, being devoid of enhancement.
  • the upper surface 6 of the slab 2 is formed by that of the base.
  • the slab 2 has only the base 40 and the only central portion 42 of the riser, or alternatively, the base 40 and the only lateral portions 43 of the enhances.
  • the elementary structure 1, as illustrated on the figure 11 is integrated into the viaduct infrastructure as a structural part of the structure, within the span.
  • the span T comprises a base B in which the prefabricated elementary structure 1 is integrated and fixed, as illustrated, and two raised lateral wings A.
  • the elementary structure 1 completely forms the span T, including base, wings, and etching and / or linear bosses. The span is then entirely prefabricated and associated on site with other identical spans.
  • an assembly example 35 comprising elementary structures 1 arranged and fixed side by side, along the longitudinal axis X, so as to form a linear path 36 formed by the succession of linear engravings 3 and / or 4 or linear bosses 9 for rail and / or pneumatic guided systems.
  • the assembly 35 is not shown in detail for the sake of clarity of the drawing, it obviously includes all the guide systems 24 and / or rails 10 and / or power supply systems 20 and other equipment provided for the relevant elementary structures 1.
  • the assembly 35 can be integrated in an infrastructure or structure, for example a viaduct and form only part of the infrastructure or structure, as is the case in an embodiment such as that of the figure 11 .
  • a viaduct it may be a single-lane type, or a single-lane viaduct, as shown on the diagram. figure 11 , or two ways, without departing from the scope of the invention.

Claims (15)

  1. Elementare Struktur (1) für eine lineare Infrastruktur geführter Systeme, welche dazu bestimmt ist, benachbart einer anderen ähnlichen elementaren Struktur (1) angeordnet zu werden, umfassend:
    - eine vorgefertigte Platte (2), die eine obere Fläche (6), eine untere Fläche (7) und vier Seitenränder (30) aufweist, und die ausgelegt ist, auf der oberen Fläche (6), Schienen (10) für ein geführtes Schienensystem und/oder Fahrbahnen (25) für ein geführtes System auf Luftreifen aufzunehmen,
    - eine Hülle (31), die durch mechanisches Zusammenfügen oder durch Kleben mindestens unter der unteren Fläche (7) der Platte (2) angeordnet und befestigt ist, wobei die Hülle (31) aus einem Polyurethanmaterial hergestellt ist.
  2. Struktur nach Anspruch 1, wobei die Platte, auf ihrer oberen Fläche (6), mindestens zwei lineare Gräben (3) umfasst, die ausgelegt sind, die Befestigung von Schienen (10) oder Profilen für das geführte Schienensystem zu gestatten, und/oder mindestens zwei lineare Gräben (4) oder lineare Erhebungen (9), die ausgelegt sind, die Herstellung von Fahrbahnen (25) für das geführte System auf Luftreifen zu gestatten.
  3. Struktur nach Anspruch 1 oder 2, umfassend eine Vielzahl von Einsätzen (13, 5), die auf vorherbestimmte Weise positioniert sind, insbesondere auf zu zweit oder zu viert gruppierte Weise, zur Befestigung von Schienen (10) und/oder Führungssystemen (24) des geführten Systems auf Luftreifen.
  4. Struktur nach Anspruch 1 oder 2, wobei der zentrale Teil (12) der Platte (2), insbesondere zwischen den linearen Gräben (3, 4) oder linearen Erhebungen (9), die einander am nächsten liegen, eben ist, und die Breite (L) des zentralen Teils (12) größer ist als 800 mm, vorzugsweise zwischen ungefähr 800 mm und 1200 mm.
  5. Struktur nach Anspruch 2, wobei die Platte (2) lineare Gräben (3) für eingebettete Schienen (10) umfasst.
  6. Struktur nach Anspruch 2, wobei die Platte (2) lineare Gräben (3) für durch Einsätze (13) befestigte Schienen (10) umfasst.
  7. Struktur nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass diese Einsätze (8) zur Befestigung eines Energieversorgungssystems (20), insbesondere für elektrische Energie, des geführten Schienen- und/oder Luftreifensystems umfasst.
  8. Struktur nach einem der vorhergehenden Ansprüche, wobei die Struktur (1) eine Vielzahl von Einsätzen (5) zur Befestigung von Führungssystemen (24) für ein geführtes System auf Luftreifen umfasst.
  9. Struktur nach einem der vorhergehenden Ansprüche, wobei die Platte aus einem Verbundmaterial hergestellt ist, das aus der Gruppe bestehend aus armiertem Beton und Faserbeton ausgewählt ist.
  10. Struktur nach einem der vorhergehenden Ansprüche, wobei die Hülle (31) die untere Fläche (7) der Platte (2) und einen Teil der Höhe der vier Seitenränder (30) der Platte (2) bedeckt, wobei die Hülle (31) aus einem Polyurethanmaterial vom Typ MDI hergestellt ist.
  11. Struktur nach einem der vorhergehenden Ansprüche, ferner umfassend einen Teppich (32), der insbesondere aus einem Material vom Typ Polyurethan hergestellt ist, der zwischen der Hülle (31) und der unteren Fläche (7) der Platte (2) angeordnet ist und ausgelegt ist, die Dämpfung von Vibrationen zu gestatten.
  12. Anordnung (35), umfassend eine Vielzahl elementarer Strukturen (1) nach einem der Ansprüche 1 bis 11, die Seite-an-Seite angeordnet und befestigt sind, um einen linearen Weg (36) für geführte Schienen- und/oder Luftreifensysteme zu bilden,
    wobei die Anordnung (35) umfasst:
    - Schienen (10), die in den entsprechenden linearen Gräben (3) oder auf der Platte befestigt sind, und/oder
    - Fahrbahnen (25), die aus den linearen Gräben (4) und/oder entsprechenden linearen Erhebungen (9) gebildet sind.
  13. Verfahren zur Herstellung einer elementaren Struktur (1) nach einem der Ansprüche 1 bis 11, dadurch gekennzeichnet, dass dieses einen Schritt umfasst, der daraus besteht, vor dem Transport zu dem für die Struktur vorgesehenen Ort, durch Formen die Platte (2) in der Hülle (31) hergestellt wird, wobei ein Teppich (32) gegebenenfalls zwischen der Platte (2) und der Hülle (31) angeordnet wird, wobei die Platte (2) insbesondere lineare Gräben (3; 4) oder lineare Erhebungen (9) umfasst.
  14. Verfahren nach Anspruch 13, wobei die elementare Struktur (1) nach Anspruch 3 ist, umfassend einen Schritt, der daraus besteht, die Einsätze (13; 5) in der Platte (2) zu befestigen.
  15. Verfahren zur Installation einer elementaren Struktur (1) nach einem der Ansprüche 1 bis 11, dadurch gekennzeichnet, dass dieses die folgenden Schritte umfasst:
    - Installieren der elementaren Struktur an ihrem definitiven Ort,
    - Gießen oder Anordnen eines Verkeilungsmaterials, um die elementare Struktur (1) zu fixieren,
    - Fixieren der elementaren Struktur (1) auf dem Material an dem Ort, und
    - Befestigen der Schienen (10), wenn die linearen Gräben (3) zu diesem Zweck bereitgestellt werden, mit Hilfe von Einsätzen (13) für die durch Einsätze befestigten Schienen, oder durch Zugeben eines Befestigungsmaterials in die linearen Gräben (3) um die Schienen (10) für die eingebetteten Schienen, und/oder
    - Befestigen von Metallprofilen, gerillt oder nicht, auf dem Satz von spezifischen Keilen oder Zugeben eines Materials in die linearen Gräben (4), um die Fahrbahn (25) zu bilden, wenn die linearen Gräben (4) zu diesem Zweck bereitgestellt werden, oder Schleifen der linearen Erhebungen (9), um die Fahrbahn (25) zu bilden, und Befestigen des Führungssystems (24) des geführten Systems auf Luftreifen mit Hilfe von Einsätzen (5), die zu diesem Zweck bereitgestellt werden.
EP16305771.4A 2016-06-27 2016-06-27 Betontragplatte für ein schienenfahrzeug und/oder ein fahrzeug mit geführten luftreifen Active EP3263766B1 (de)

Priority Applications (2)

Application Number Priority Date Filing Date Title
ES16305771T ES2729949T3 (es) 2016-06-27 2016-06-27 Losa para un vehículo ferroviario y/o un vehículo sobre neumáticos guiados
EP16305771.4A EP3263766B1 (de) 2016-06-27 2016-06-27 Betontragplatte für ein schienenfahrzeug und/oder ein fahrzeug mit geführten luftreifen

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP16305771.4A EP3263766B1 (de) 2016-06-27 2016-06-27 Betontragplatte für ein schienenfahrzeug und/oder ein fahrzeug mit geführten luftreifen

Publications (2)

Publication Number Publication Date
EP3263766A1 EP3263766A1 (de) 2018-01-03
EP3263766B1 true EP3263766B1 (de) 2019-03-20

Family

ID=56409040

Family Applications (1)

Application Number Title Priority Date Filing Date
EP16305771.4A Active EP3263766B1 (de) 2016-06-27 2016-06-27 Betontragplatte für ein schienenfahrzeug und/oder ein fahrzeug mit geführten luftreifen

Country Status (2)

Country Link
EP (1) EP3263766B1 (de)
ES (1) ES2729949T3 (de)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108797228B (zh) * 2018-07-03 2023-09-29 成都市新筑交通科技有限公司 一种拼装化连续支承轨道结构及其施工、维护方法
CN110258202B (zh) * 2019-06-27 2021-10-26 金胜虎 一种轨道公路及相关连体导轨与承载汽车用铁轮机构
CN110485215A (zh) * 2019-09-11 2019-11-22 扬州大学 一种新型先张法预应力钢-连续纤维筋增强无砟活性粉末混凝土轨道板及其制备方法
CN111576093A (zh) * 2020-05-07 2020-08-25 神华包神铁路集团有限责任公司 用于治理铁路翻浆冒泥的结构及施工方法

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3942449A (en) * 1972-06-01 1976-03-09 Ltv Aerospace Corporation Transportation system
FR2648490B1 (fr) * 1989-06-20 1994-06-10 Bertrand Baptiste Procede de moulage de traverses de chemin de fer et moule pour la mise en oeuvre du procede
DE4439816C2 (de) * 1994-11-08 1998-08-27 Contitech Transportbandsysteme Verfahren zur Herstellung einer elastisch lagerbaren Gleistragplatte
DE19948003A1 (de) 1999-10-06 2001-04-12 Boegl Max Bauunternehmung Gmbh Stahlbetonfertigteilplatte
DE102010040997A1 (de) * 2010-09-17 2012-03-22 Max Bögl Bauunternehmung GmbH & Co. KG Fahrwegplatte eines Fahrweges
FR2982622B1 (fr) * 2011-11-16 2014-09-12 Chapsol Dalle en beton de support d'au moins deux files de rails d'une voie ferree et voie ferree equipee d'au moins une telle dalle

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None *

Also Published As

Publication number Publication date
ES2729949T3 (es) 2019-11-07
EP3263766A1 (de) 2018-01-03

Similar Documents

Publication Publication Date Title
EP3263766B1 (de) Betontragplatte für ein schienenfahrzeug und/oder ein fahrzeug mit geführten luftreifen
US9574346B2 (en) Modular slab and modular surface system
US8430333B2 (en) Prefabricated module for the track of a self-guided urban transport vehicle on tyres
EP2666907B1 (de) Eisenbahnstrecke mit Schwellen auf einer durchgehenden Betonplatte und entsprechendes Herstellungsverfahren
KR20080030662A (ko) 교량 구조물의 고정 주행 트랙
ZA200705820B (en) Concrete track for rail vehicles
JP6177468B1 (ja) 供用中のトンネルのインバートの設置または打替え工法
KR20160004710A (ko) Pc 박스용 상부 및 하부 프리캐스트 세그먼트 이음매 장치 및 그 시공 방법
JP5769291B2 (ja) プレキャスト合成床版架設方法
KR102249391B1 (ko) 고무차륜 agt의 프리캐스트 콘크리트 주행로 블록 시공 방법
EP3067464B1 (de) Schienenbahn auf längsträgern, herstellungsverfahren
KR102435459B1 (ko) 산악철도용 궤도의 설치구조 및 그 시공방법
FR3034785A1 (fr) Structure elementaire prefabriquee, assemblage d'une pluralite de telles structures, procede de fabrication et d'installation d'une telle structure
US20040231286A1 (en) Prefabricated unit for refurbishment or construction of platforms
KR101016193B1 (ko) 저지지력지반도로
EP0325574A1 (de) Halbvorgefertigte Brücke
JP7414658B2 (ja) 既設軌条の改修方法
JP7414657B2 (ja) 既設軌条の改修方法
BE1014197A3 (fr) Ensemble d'un rail et d'une jaquette en matiere elastique.
BE1009576A6 (fr) Systeme de pose de voie ferree.
CZ2009485A3 (cs) Stavební systém zvlášte pro budování zastávek
US20180016751A1 (en) Forwork segment
KR101126695B1 (ko) 저지지력지반도로
FR3039173A1 (fr) Pont pour le passage de troupeaux et procede de montage d’un tel pont
JP2020147973A (ja) 道路橋のコンクリート床板取替工法

Legal Events

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

Free format text: ORIGINAL CODE: 0009012

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

Free format text: STATUS: THE APPLICATION HAS BEEN PUBLISHED

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

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: 20180524

RBV Designated contracting states (corrected)

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

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: 20181024

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: AT

Ref legal event code: REF

Ref document number: 1110651

Country of ref document: AT

Kind code of ref document: T

Effective date: 20190415

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: FRENCH

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 602016011267

Country of ref document: DE

REG Reference to a national code

Ref country code: NL

Ref legal event code: MP

Effective date: 20190320

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: 20190320

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: 20190320

Ref country code: SE

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

Effective date: 20190320

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: 20190620

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG4D

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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190320

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: 20190621

Ref country code: HR

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: 20190320

Ref country code: RS

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: 20190320

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: 20190620

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: 20190320

REG Reference to a national code

Ref country code: AT

Ref legal event code: MK05

Ref document number: 1110651

Country of ref document: AT

Kind code of ref document: T

Effective date: 20190320

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

Ref country code: PT

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

Effective date: 20190720

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: 20190320

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: 20190320

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: 20190320

Ref country code: SK

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

Effective date: 20190320

Ref country code: CZ

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: 20190320

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2729949

Country of ref document: ES

Kind code of ref document: T3

Effective date: 20191107

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

Ref country code: PL

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: 20190320

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: 20190320

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: 20190720

Ref country code: AT

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: 20190320

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 602016011267

Country of ref document: DE

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: 20190320

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: 20190320

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

26N No opposition filed

Effective date: 20200102

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: 20190320

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

Ref country code: TR

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

Effective date: 20190320

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: 20190627

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

Ref country code: CH

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

Effective date: 20190630

Ref country code: LU

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

Effective date: 20190627

Ref country code: LI

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

Effective date: 20190630

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

Ref country code: CY

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

Effective date: 20190320

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: 20160627

Ref country code: MT

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: 20190320

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: 20190320

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

Ref country code: IT

Payment date: 20230523

Year of fee payment: 8

Ref country code: FR

Payment date: 20230426

Year of fee payment: 8

Ref country code: DE

Payment date: 20230523

Year of fee payment: 8

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

Ref country code: BE

Payment date: 20230523

Year of fee payment: 8

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

Ref country code: GB

Payment date: 20230523

Year of fee payment: 8

Ref country code: ES

Payment date: 20230703

Year of fee payment: 8