EP2817456B1 - Lärmschutzvorrichtung - Google Patents

Lärmschutzvorrichtung Download PDF

Info

Publication number
EP2817456B1
EP2817456B1 EP12816644.4A EP12816644A EP2817456B1 EP 2817456 B1 EP2817456 B1 EP 2817456B1 EP 12816644 A EP12816644 A EP 12816644A EP 2817456 B1 EP2817456 B1 EP 2817456B1
Authority
EP
European Patent Office
Prior art keywords
base element
face
wall
protection device
noise protection
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
EP12816644.4A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP2817456A1 (de
Inventor
Thomas Danner
Bernhard Lichtberger
Erich Mayrhofer
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.)
Saranus Beteiligungsverwaltungs GmbH
Original Assignee
Saranus Beteiligungsverwaltungs GmbH
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Saranus Beteiligungsverwaltungs GmbH filed Critical Saranus Beteiligungsverwaltungs GmbH
Priority to SI201230537A priority Critical patent/SI2817456T1/sl
Publication of EP2817456A1 publication Critical patent/EP2817456A1/de
Application granted granted Critical
Publication of EP2817456B1 publication Critical patent/EP2817456B1/de
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F8/00Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic
    • E01F8/0005Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic used in a wall type arrangement
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F8/00Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic
    • E01F8/0005Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic used in a wall type arrangement
    • E01F8/0023Details, e.g. foundations
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F8/00Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic
    • E01F8/0005Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic used in a wall type arrangement
    • E01F8/0029Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic used in a wall type arrangement with porous surfaces, e.g. concrete with porous fillers

Definitions

  • the invention relates to a noise protection device for arrangement on a traffic route comprising at least one base element and at least one wall element, wherein the base element has a top and a bottom, and wherein the wall element is arranged on top of the base element, and a track system with rails and at least one noise protection device , which is arranged adjacent to the rails and which has at least one base element and at least one wall element, wherein the rails are arranged by means of sleepers on a ballast bed, and wherein the ballast bed is formed on a planum.
  • Noise protection devices in the form of wall elements are used on or on traffic routes for noise protection. Usually, these protections are fixed on or next to the roadway and a corresponding foundation is made on the or in which the stand for the noise barriers themselves, usually as I or. H-beams are made of steel, anchored. But there are also known noise protection devices that can be placed without anchoring in the ground on the ballast bed of a track system, in which case a connection to the sleepers of the track system.
  • the AT 7 753 U1 describes a soundproofing element for use in railway construction. To insulate the sound generated when rolling the wheels on the tracks is provided that on an attachable to the ground, a footprint forming base element an insulating element is arranged, which preferably extends vertically in the height and with respect to the base element movable, preferably folded down , and / or is removably stored.
  • U1 is a sound barrier for traffic routes with a supported on the ground support structure are fixed to the prefabricated, sound-absorbing wall elements known, the support structure comprises a plurality of prefabricated vertical frame in which the wall elements are used, and wherein the wall elements at least partially made of recycled material and / or immobilized waste.
  • the WO 98/37276 A1 describes a soundproofing device for reducing airborne sound propagation, comprising a track system and a running in the longitudinal direction of track and elastically deformable low noise protective wall made of rubber or plastic, said arranged at a distance from the track low-noise protective wall on its side facing towards the track (inside) has a profiling, the extends substantially over the entire wall height, while their side facing away from the track (outside) is designed mostly flat.
  • the inside is at an angle ⁇ and the outside at an angle ⁇ , in each case with respect to the track perpendicular to the track inclined, wherein the angle ⁇ is greater than the angle ⁇ .
  • the profiling of the inside is a system of lips, with the lips at an angle y, relative to the track horizontal to the track floor show.
  • the low-noise protective wall is at the top, where the inside and the outside converge towards each other, closed by a lip inclined towards the track, which points at an angle ⁇ , with respect to the track perpendicular, upwards. Furthermore, the low-noise protective wall has at least one cavity running in the longitudinal direction of the track.
  • the attachment mechanism consists of a simple, easy-to-install and dismantle profile that can be connected to a rail.
  • the simple assembly and disassembly is done by applying force to a mounting plate.
  • a correspondingly bent mounting bracket holds the soundproofing wall at the exact horizontal distance to the rail and at the same time stabilizes the right-angled position to the track.
  • a locking plate connects by snapping the soundproof wall with the attachment mechanism.
  • the mounting bracket is covered with rubber or other elastic material for the protection and vibration damping of the rail and threshold. The offset of the mounting bracket during the transition from the threshold to the ballast bed downwards serves to ensure that it is embedded in the ballast and that the weight load of the soundproofing wall is entirely taken over by the ballast bedding.
  • a noise barrier for shielding the noise is known, which occurs by driving on railroad tracks, the height of the arranged on both sides of a track noise barrier is about 0.5 m to 2 m.
  • the distance between two - in a normal to a longitudinal direction of the track opposite each other - noise barriers is only in a range of about 3 to 5% larger than the width of a Clearance profile of the track, wherein the angle of the track facing the noise protection wall is in a range of about -15 to +15 ° to the vertical and at a lower, resting on the gravel of the track end of the noise barrier on a side facing away from the track a flank nose is provided with a distant from said side remote nose end, which forms an angle of about 10 ° to about 40 ° with a horizontal.
  • a protective device for mounting on a traffic route comprising at least one wall element, wherein the wall element is arranged on at least one base element, which can be arranged on the traffic way without foundation, wherein the base element can be arranged on a ballast bed of a track and not in the track Floor is anchored, and the base element has at least one connecting element with which the base element with a threshold and / or a rail of a track is connectable.
  • the DE 20 2011 052 057 U1 describes a noise protection device for placement on a ballast bed of a track system comprising at least one wall element with a wall element longitudinal extension, wherein the wall element is arranged on at least one base element having a base element longitudinal extent in the direction of the wall element longitudinal extent, wherein the base element has a first end faces and a second end face, and the two end faces along the base element longitudinal extent are opposite to each other, and wherein the first end face of the base element is formed with a first rounding and the second end face of the base element with a second rounding, wherein the two curves in the direction perpendicular to extend the base element longitudinal extent.
  • the advantage here is that the noise protection device can be placed directly on the so-called Planum by the beveled bottom of the base element. Due to the base element a foundation for the wall elements is not required, so that they can be set up so fundamentally. In addition, with the base element safely accessible space next to the tracks achieved, which can also be separated by the wall element of the tracks, whereby the security of the security room can be further increased, especially the suction effect of a passing train not or only reduced to the People in the security room, such as maintenance personnel for the track, acts.
  • the base element offers the advantage that these persons can safely and even stand while passing a train, as they do not have to resort to the natural ground next to the track. In particular, this is in areas of routing with an embankment or on slopes advantageous.
  • this version of the noise protection device in comparison to the variants with direct connection to the thresholds or tracks has the advantage that settlements of the ballast pre-head have no influence on the position of the noise protection device.
  • the noise protection device it is provided that at least one recess is arranged in the underside of the base element. It is thus achieved a better positional stability of the noise protection device on the subgrade, since the at least one recess, the noise protection device can oppose a greater resistance to lateral displacement forces.
  • the at least one recess may extend from a first longitudinal side surface to a second longitudinal side surface of the base element. It is thus achieved an improved discharge of surface water, this (drainage) recess optionally also in addition to the position stabilization, as stated above.
  • one of the two longitudinal side surfaces of the base element may at least partially be arranged running obliquely to the other longitudinal side surface. It is thus the discharge of the water in the direction of the above-mentioned transverse to the longitudinal direction of the base element recess allows.
  • the wall element is held by at least one carrier element, wherein the carrier element is adjustable in height and / or formed pivotable relative to the horizontal.
  • At least one base element projection can be arranged on the rear longitudinal side end face of the base element. It is thus achieved a better stabilization of the base element, since this base element projection below or in the ballast bed (es) can be arranged so that the weight of the ballast on this base element projection in the installed state of the noise protection device.
  • the ballast bed extends to the wall element of the noise protection device. It is thus achieved an improved security space in the noise protection device by the connection area to the noise protection device formed planar and thus a safe walk-in area can be provided.
  • this is advantageous because the usually beveled in the prior art side edges of the ballast bed (Schottervorkopf) need not be overcome.
  • Another advantage of this design is that the Noise protection device by the wind and the suction effect of the train in passing can not move to the track in the clearance profile, because it is prevented by the gravel in between.
  • a first embodiment of a noise protection device 1 is shown.
  • this noise protection device 1 is set up as a noise barrier in the area of a track system 2, wherein, as this Fig. 1 shows that the noise protection device 1 has the advantage that it can be brought very close to the track strands 3, so that in the area of wheels 4 of rail vehicles 5 and the track strands 3 resulting noise can be effectively insulated even at low height of the noise protection device 1 or can be redirected into a no longer disturbing area.
  • the noise protection device 1 after Fig. 1 is of course arranged so that an unhindered operation of rail vehicles 5 is made possible, that is to say that it is arranged at a sufficient distance 6 from the moving rail vehicles 5. Due to the construction of the noise protection device 1, this distance 6 can be between 0.5 m and 1.2 m, in particular between 0.7 m and 1 m, so that the noise protection device 1 can be mounted very close to the sound source. The distance 6 is measured between the edge of the outermost, the rails facing edge of the noise protection device 1 and the center of the adjacent rail.
  • the noise protection device 1 comprises or consists of a (em) base element 7 and at least one (em) wall element 8, wherein a plurality of wall elements 8 can be used, for example two superimposed. Of course, also a different number of wall elements 8, which are arranged one above the other, are provided in the noise protection device 1.
  • Such a wall element 4 may, for example, have a length of up to about 3 m, a width of about 12 cm to about 20 cm and a height of about 80 cm to about 100 cm, these details are not limiting are.
  • This noise protection device 1 may consist of several parts, in particular the base element 7 and the wall element 8 may represent separate components of the noise protection device 1.
  • the base element 7 is preferably designed as a concrete base in the form of a flat element.
  • a base element 3 may have a width of about 1.1 m, a length of about 3 m and a maximum height (in the region of the wall elements 8) of up to about 0.53 m, with these embodiments only have exemplary character.
  • a top surface 9 is planar and optionally with a slope in the direction of a longitudinal side end face 10, which in the direction of a base element longitudinal extension 11 (FIG. Fig. 3 ) runs, formed.
  • the gradient can be only a few degrees, for example, between 0.5 ° and 3 °, to drain water.
  • this base element 3 is formed so that in a side region 12, which is then formed on a second longitudinal side end face 13, an at least approximately flat surface 14 is formed on the or the wall element (s) 8 is arranged be, wherein the width of this surface 14 in the direction of the tracks at least approximately equal to the width of the wall elements 8 or may be greater.
  • the base element 7 is formed integrally with the wall element 8.
  • An underside 15 of the base element 7, which forms its footprint is formed at an angle 16 inclined to the horizontal.
  • horizontal is understood to mean that plane to which the wall element in a vertical arrangement, as in Fig. 1 is shown oriented orthogonally. Minor deviations (in particular up to a maximum of 1 °) within the manufacturing tolerances are permissible.
  • the angle 16 may be selected from a range having a lower limit of 2 ° and an upper limit of 10 °. For example, the angle is 5 °, since this angle 16 essentially depends on the angle of inclination of a so-called plane 17 on which the base element 7 rests.
  • Track systems 2 with ballast bed are usually designed so that under the ballast of the track a planum 17 (for example, a compacted sand-gravel mixture or an asphalt layer) is formed with 5 ° inclination.
  • this planum 17 has the task of increasing the load-bearing capacity of the track construction, it is intended to increase the frost resistance and, above all, to divert the rainwater laterally into the drainage system.
  • the wall elements 8 are in close proximity to the rails. In particular, they are at least approximately aligned with the inside, ie pointing to the track 3, longitudinal side end face 13 on the base element 7, wherein they may also be slightly distanced to this longitudinal side end face but at least in the partial area 12 may be arranged.
  • the wall elements 8 separate the rail area from the upwardly free outer area of the base element 7.
  • principle is also a central Arrangement on the base element 7 possible, although in this case the base element 7 should be widened, since the freely accessible area of the base element 7, ie the security room of the track system 2, should be at least 50 cm wide.
  • the preferred internal arrangement of the wall elements has the advantage that the ballast cleaning can be performed easily with today's conventional machines.
  • the base element 7 may have on the underside 15 an elastomeric element, for example a rubber mat, or a fleece in order to achieve a greater coefficient of friction on the one hand and a better load-distributing effect of the weight of the noise protection device 1 on the planar 17 on the other hand.
  • This elastomer element or fleece can be glued to the underside of the base element 7, it is also possible that it is inserted into the formwork for the preparation of the base element 7 and thus already connected to the concrete base during manufacture.
  • the two broad side end faces 18, 19 can, as in Fig. 3 be shown running straight or be provided with a rounding, as shown in Fig. 6 is shown and in the DE 20 2011 052 057 U1 to which reference is made in this regard.
  • At least two anchor plates can be provided, which are arranged at a distance from the two broad side end faces 18, 19, as shown in FIG AT 508 575 B1 is known, to which reference is made in this regard.
  • Support elements for the wall elements can be screwed with these anchor plates. In principle, it is also possible that the support elements are screwed directly without anchor plates with the base element 7 or attached thereto.
  • the carrier element is designed in particular as H-profile carrier, so that the wall elements 8 can be inserted into this without further connecting elements.
  • the wall elements 30 can be connected to the carrier element mechanically and / or positively.
  • support elements for example support elements for the lateral connection and arrangement of the wall elements 8 as in the DE 20 2011 052 057 U1 are described, to which reference is made in this regard.
  • the wall elements 8 can thus be fixed on the upper side 9 of the base element 7 or attached to the longitudinal side end face 13 and not be arranged standing on the base element 7.
  • the wall elements 8 and optionally the base element 7 can be made of concrete, preferably of one, in particular porous, preferably open-pored, lightweight concrete. But it is also possible that the base element 7 is made of a non-porous concrete.
  • a lightweight concrete is understood to mean a concrete with a maximum density of 2000 kg / m 3 .
  • the lightweight concrete may have pores of a size selected from a range of 2 mm to 12 mm, in particular from a range of 4 mm to 8 mm. It is also the formation of pores of different sizes of advantage, since thus a wider range of sound frequencies can be covered.
  • the wall element 8 of a different material, for example, a rubber granulate / concrete mixture or a composite element of two lateral cover walls with interposed rubber granulate or with a rubber granules associated with a binder.
  • a rubber granulate / concrete mixture for example, a rubber granulate / concrete mixture or a composite element of two lateral cover walls with interposed rubber granulate or with a rubber granules associated with a binder.
  • a different material for example, a rubber granulate / concrete mixture or a composite element of two lateral cover walls with interposed rubber granulate or with a rubber granules associated with a binder.
  • the wall element 8 is entirely made of a plastic or a hard elastomer or the like.
  • the wall element 8 is constructed differently, so for example made of wood materials, which wood materials can also be designed as composites, for example, with a wooden battens on the two side walls, that is, those walls which are the traffic route and turned away , And can be arranged in between an acoustic filling or noise-reducing filling of an insulating material or the like.
  • An embodiment of the wall element 8 provides rock wool as filling for the cassettes.
  • the wall element 8 consists at least partially or completely of a light metal or a light metal alloy, for example of aluminum or an aluminum alloy.
  • a wall element 8 is designed so that it can be lifted by a single person. It is thus achieved that - should no escape doors be provided in the noise protection device, although this is of course possible - the wall elements 8 can be removed if necessary, and thus the security room can be easily achieved.
  • a blocking element is arranged against sound waves, for example made of metal, plastic or concrete.
  • the wall elements 8 are preferably arranged on the base elements 7 in such a way that they overlap two adjoining base elements 7, whereby the composite within the noise protection wall system 20 can be improved.
  • the base element 7 has a length in the direction of the track extension, which corresponds at least approximately to the length of the wall elements 8 in the same direction.
  • At least one recess 20 is arranged in the underside 15 of the base element 7, as shown in FIG Fig. 1 is shown in dashed lines.
  • This particular channel-like or groove-shaped recess 20 may extend from the first longitudinal side end face 10 to the second longitudinal side end face 13 of the base element 7. This running in the transverse direction of the track recess 20 ensures that the inflowing into the ballast surface water can flow freely.
  • more than one such recess 20 can be provided on the underside 15 of the base element 7. It is also possible to form this recess (s) 20 for drainage as through holes in the base element 7.
  • the at least one recess 20 may also be designed in the form of a groove, as in Fig. 2 is shown.
  • a plurality of recesses 20 are preferably provided on the underside 15, since with such recesses 20, which may be provided in addition to the recess 20 for drainage or alternatively thereto, the resistance of the base member 7 against lateral displacement forces on the subgrade 17th can be improved.
  • These recesses 20 may have a triangular cross-section as shown in FIG Fig. 2 is shown. But there are also other cross-sectional shapes possible, for example, rectangular or square, etc.
  • These recesses 20 may extend in the direction of the base element longitudinal extension 11 (FIG. Fig. 3 ) and / or orthogonal thereto and / or extending transversely to these directions.
  • These last-mentioned recesses 20 preferably extend over the entire length of the base element 7 in the direction of the base element longitudinal extension 11 and / or over the entire width of the base element 7 or from the first longitudinal side end face 10 to the second longitudinal side end face 13 and / or from the first wide side end face 18 to the second broad side end face 19. It is also possible that these recesses are not formed continuously. There is also the possibility that discrete recesses 20 are provided so that the underside 175 has, for example, a microstructure or macrostructure.
  • the longitudinal side end face 13 of the base element 7 is formed at least partially obliquely to the other longitudinal side end surface 10, as in Fig. 3 is shown. It is thus the discharge of water to the or the recesses 20 at the bottom 15 ( Fig. 1 ) of the base element 7 is improved.
  • two such recesses 20 are each shown with two oppositely inclined regions of the longitudinal side end face 13, there is the possibility that only one or more such recess (s) 20 are provided, wherein per recess 20 a correspondingly tapered portion of the base element 7 is formed.
  • several recesses 20 can be provided per such area.
  • the recesses 20 are in the region of the respective location with the smallest width of the base element 7, as in Fig. 3 is shown.
  • the inclined formed areas of the longitudinal side end face 13 of the base element need not necessarily be straight. It is also possible that this area or these areas of the longitudinal side end face 13 curved form, so that therefore a "drainage bowl" is formed.
  • This drainage bowl or the inclined formed area need not be further formed over the entire height of the base element 7, although the :, is possible.
  • This area preferably extends or extend from these areas starting from the underside It is thus achieved that the surface 14 for supporting the wall element 8 over the entire length of the base element 7 has a constant cross-section (viewed in plan view).
  • the inner longitudinal side end face 13 (based on the installation position of the noise protection device 1) is designed to be fully inclined to the outer longitudinal side end face 10, ie that the base element 7 is tapered in the region of the lower side 15 this in Fig. 4 is shown.
  • the recess 20 is formed for dewatering in the region of the broad side end face 18 or 19 of the base element 7, depending on the inclination direction of the longitudinal side end face 13.
  • the recess 20 may be formed in this case as a chamfer in the lower edge of the broad side end face 18 or 19, whereby it is also possible for the recess 20 to be formed by the chamfers of two adjoining base elements 7.
  • At least one channel 21, which is accessible from the upper side 9 of the base element 7, can be arranged in the base element 7.
  • this is a cable trough, which is introduced into the accessible area of the base element 7.
  • Such cable troughs are used, for example, for signal cables of railway technology, optical fiber cables, signal amplifiers, etc.
  • the channel 21 is preferably provided with accessible cover plates 22, so that the accessible area of a security space 23, in Fig. 1 shown in phantom, not disturbed.
  • the channel 21 can also be used for other purposes if required.
  • the wall element 8 is held by at least one carrier element, for example an H carrier profile into which the wall elements 8 can be simply inserted.
  • the support element height adjustable eg by multiple mounting holes in the support member or telescopically extendable support members
  • the horizontal pivotable for example in the range between 0 ° and 5 ° or 0 ° and 3 °
  • the noise protection device 1 also in excessive sections, especially in curves, made possible, in which the ballast height of the ballast bed (over the cross section) considered differently high, the total height of the wall elements 8 can be leveled to each other in this way, so the wall elements 8 on the right and left of the track system 2 end at at least approximately the same height and can also be vertically aligned in curved areas.
  • height compensation wall elements 8 in particular made of open-pore concrete, provided with different heights and according to the desired height, optionally combined with the other wall elements 8 in standard module height.
  • At least the upper two rows of wall panels 8 are formed of high-absorbency wall panels of standard height (e.g., 500mm).
  • ballast bed 24 extends to the wall element 8 of the noise protection device 1, as shown in Fig. 1 shown in dashed lines is, so is just einschlottert above the track rust, whereby a safe walk-in area in the evacuation of the passengers or for the train driver in inspection within the noise barrier on the track rust is obtained when the train is stationary.
  • the base element 7 can be turned inside out to the track grid in such a way that from the ballast upper edge down to the ground 17 a range of predeterminable height, e.g. at least 600 mm, is kept free between outer threshold edge escape and base element 7, so that without obstruction also ballast cleaning work can be performed by maintenance machines.
  • a range of predeterminable height e.g. at least 600 mm
  • the design variants of the noise protection device have the advantage that virtually all track construction work can be carried out unhindered (plugging, ballast cleaning, track renewal, leveling, overhead line work, rail processing, etc.).
  • the workers in the work area remove the wall elements 8 and can thus unhindered to train access to the security room.
  • in principle can be moved at evacuations.
  • soundproof doors are arranged at regular intervals (e.g., 150 m apart) for evacuation purposes.
  • a further advantage of this embodiment is also that the noise protection device 1 can not move to the track in the clearance profile due to wind and suction effect of the train when passing, because it is prevented by the gravel in between.
  • It can further be provided a security room 23, in which people can stand level and secure.
  • the upper side 9 of the base element 7 is designed to extend parallel to the horizontal, so that therefore the underside 15 extends inclined to the upper side 9, in particular the angle described above 16 is formed between top 9 and bottom 15. Further, it is possible that the longitudinal and broad side end faces 10, 13, 18 and 19 are aligned at least approximately vertically. It's up to that Fig. 5 directed. By this embodiment, it is not necessary that the support member is formed pivotable against the horizontal.
  • Fig. 6 an embodiment of the noise protection device 1 is shown in an oblique view from below. Shown is the base element 7 with arranged thereon wall element 8.
  • the base element 7 has in the bottom 15 a plurality of recesses 20 which serve the drainage of the traffic route, in particular the railway line, and which are preferably open at the bottom, as shown in Fig. 6 is shown.
  • the recesses 20 comprise at least one longitudinal recess 25 and at least one, preferably a plurality of transverse recess (s) 26.
  • the longitudinal recess 25 extends from the broad side end face 18 to the broad side end face 19 in the direction of the base element longitudinal extension 11 of the base element 7.
  • the longitudinal recess 25 is preferably formed open in the broad side end faces 18, 19, can via this longitudinal recess 25 by the joining of several base elements. 7 a flow connection between the base elements 7 are made.
  • the longitudinal recess 25 is formed in the wide side end faces 18, 19 closed.
  • the transverse recesses 26 extend transversely, in particular orthogonally, to the at least one longitudinal recess 25 and open into the longitudinal recess 25.
  • the latter can therefore form a collecting channel.
  • a plurality of transverse recesses 26 are arranged or formed with different cross-sectional area in the base element 7.
  • a plurality of internally arranged transverse recesses 26 starting in the longitudinal side end face 13 and opening into the longitudinal recess 25 are arranged, which in relation to transverse recesses 26 which extend from the longitudinal recess 25 to the second, outer longitudinal side end face 10, a have smaller cross-sectional area.
  • these internal transverse recesses 26 may have a smaller cross-sectional area. It is advantageous if these inner transverse recesses 26 are arranged at a shorter distance from one another than the outer transverse recesses 26. Preferably, the outer transverse recesses 26 are arranged in the region of the broad side end face 18, 19, as is apparent from Fig. 6 is apparent.
  • the terms “inside” with respect to the installation position of the noise protection device 1 are to be understood and denote that area of the noise protection device 1 which is assigned to the ballast bed 24 (FIG. Fig.1 ) or facing the rails. Accordingly, the terms “outside” and “outside” denote the opposite side of the noise protection device 1.
  • a longitudinal groove is formed which extends over the entire length of the base element 7 and which serves to receive the wall element 8, as shown in FIG Fig. 6 is shown.
  • This longitudinal groove 27 has a width which is only slightly smaller than the width of the wall element 8 in the same direction, preferably by a maximum of 20%, in particular a maximum of 10%, is wider than the wall element 8. It can thus the stability of the integration of the wall element 8 are improved in the base element 7.
  • this at least one drainage channel drainage pipe
  • this at least one drainage channel drainage pipe
  • Fig. 7 shows a further embodiment of the noise protection device 1 in an oblique view from behind.
  • the base element 7 has a widened base, on the longitudinal side end surface 13, ie the rear side of the base element 7, which supports the ballast bed 24 (FIG. Fig. 1 ), at least one base element projection 28 arranged, in particular integrally formed with the base element 7, is.
  • This base element projection 28 extends in the direction of the longitudinal side end face 13 of the base element 7 away.
  • the base element projection 28 projects beyond the wall element 8 in the direction of the ballast bed 24. It is thus achieved that the base element 7 passes through this at least one base element projection 28 to below the ballast bed 24 (FIG. Fig. 1 ) enough, whereby an additional fixation of the base element 7 by the weight of the ballast of the gravel bed 24, which is arranged on this base element projection 28, can be achieved.
  • the base element projection 28 can thereby extend over only a partial area or over the entire base element longitudinal extension 11 (FIG. Fig. 3 ). It is also possible that several, for example two or three, base element projections 28 are arranged or formed one behind the other in the direction of the base element longitudinal extension 11.
  • an upper side 29 of the base element projection 28 is formed inclined downwards, as is made Fig. 7 is apparent.
  • the base element projection 28 preferably connects flush to the underside 15 of the base element 7 or is a component of this bottom side 15. However, it is also possible for the base element projection 28 to be offset from the underside 15 in the direction of the height of the base element 7.
  • the underside of the base element projection 28 is formed in the plane of the underside 15 of the base element 7, the underside is preferably inclined with the inclination of the underside 15 against the horizontal. It is also preferred in this case if, on or in the underside of the base element projection 28, the at least one recess 20, in particular for drainage of the subgrade, is formed.
  • the base element projection 28 is still tapered in the front in the direction of the longitudinal side end face 13 of the base element 7 away.
  • the so - called center element of the noise protection wall as shown in FIG Fig. 5 between the two track sections is shown, corresponding to that in the AT 508 575 B1 or the DE 20 2011 052 057 U1 shown embodiments can be formed. It will do that on the AT 508 575 B1 and the DE 20 2011 052 057 U1 Referenced.
  • noise protection device 1 The above-described embodiments of the noise protection device 1 are used in particular as so-called field elements.
  • the exemplary embodiments show possible embodiments of the noise protection device 1, wherein it should be noted at this point that various combinations of the individual embodiments are possible with each other and this possibility of variation due to the teaching of technical action by objective invention in the skill of those working in this technical field.
  • parts of the noise protection device 1 or the track system 2 can form independent inventions.
  • an independent invention the arrangement of the channel 21, ie the cable tray, in the base element 7, in particular in the security room 23 be.
  • Another independent invention may be the arrangement of the noise protection device 1 in the track system 2, as they are in Fig. 1 is shown to be.
  • the above-described height compensation can represent an independent invention.
  • the noise protection device is arranged on a fixed roadway.
  • Another independent invention may be the arrangement of the base element projection 28.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Sustainable Development (AREA)
  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
  • Railway Tracks (AREA)
EP12816644.4A 2011-11-22 2012-11-21 Lärmschutzvorrichtung Active EP2817456B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
SI201230537A SI2817456T1 (sl) 2011-11-22 2012-11-21 Naprava za zaščito pred hrupom

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
AT6342011 2011-11-22
ATA293/2012A AT512523B1 (de) 2011-11-22 2012-03-09 Fundamentlose Lärmschutzvorrichtung
PCT/AT2012/050183 WO2013075160A1 (de) 2011-11-22 2012-11-21 Lärmschutzvorrichtung

Publications (2)

Publication Number Publication Date
EP2817456A1 EP2817456A1 (de) 2014-12-31
EP2817456B1 true EP2817456B1 (de) 2016-02-03

Family

ID=48468899

Family Applications (1)

Application Number Title Priority Date Filing Date
EP12816644.4A Active EP2817456B1 (de) 2011-11-22 2012-11-21 Lärmschutzvorrichtung

Country Status (10)

Country Link
US (1) US20140353393A1 (es)
EP (1) EP2817456B1 (es)
JP (1) JP2015501894A (es)
CN (1) CN104169500A (es)
AT (1) AT512523B1 (es)
CA (1) CA2860268A1 (es)
DK (1) DK2817456T3 (es)
ES (1) ES2570565T3 (es)
RU (1) RU2014125229A (es)
WO (1) WO2013075160A1 (es)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
PL411806A1 (pl) 2015-03-30 2016-10-10 Kamil Hajduk Moduł ekranu dźwiękochłonnego
FR3079851B1 (fr) * 2018-04-10 2022-06-03 Fournier Barriere de separation ou de cloture demontable

Family Cites Families (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1534470A1 (de) * 1964-02-18 1969-04-17 Autostrade Conzessioni E Costr Leitplanke fuer Autostrassen
US3656576A (en) * 1970-11-19 1972-04-18 Gunter Gubela Noise shield panels and method of fabrication
US4158401A (en) * 1975-07-11 1979-06-19 Bridgestone Tire Company Limited Device for controlling a propagation direction of noise
US4114725A (en) * 1976-10-21 1978-09-19 American Can Company Shield and acoustical assembly
SE410112B (sv) * 1977-09-28 1979-09-24 Cre Design Handelsbolag Handel Bullerskerm
BE1005880A6 (fr) * 1993-06-30 1994-02-22 Ronveaux E Ets Sa Ecran antibruit pour voies de circulation.
JP2611673B2 (ja) * 1994-08-08 1997-05-21 日本電気株式会社 無線送信出力制御回路
DE19500443A1 (de) * 1995-01-10 1996-07-18 Groetz Georg Gleisanlage für schienengebundene Fahrzeuge
IT1273978B (it) * 1995-02-28 1997-07-11 Stefano Ughi Barriera acustica particolarmente per armamento ferroviario
CN2285318Y (zh) * 1996-02-07 1998-07-01 上海申华声学装备有限公司 一种微穿孔吸声屏
DE59801769D1 (de) * 1997-02-19 2001-11-22 Phoenix Ag Schallschutzvorrichtung
ITUD20040106A1 (it) * 2004-05-24 2004-08-24 Luigi Serafin Barriera stradale di sicurezza
AT9954U1 (de) * 2005-02-04 2008-06-15 Steffan Datentechnik Dr Lärmschutzwand
FR2885146B1 (fr) * 2005-04-28 2007-07-06 Colas Sa Dispositif de fixation deportee lateralement d'un panneau a au moins un support preexistant
JP2007170166A (ja) * 2005-11-28 2007-07-05 Toray Ind Inc 防音性能に優れた防音構造体
AT508575B1 (de) * 2009-07-21 2011-06-15 Asa Protect Entwicklungs Gmbh Schutzvorrichtung
RU2014125082A (ru) * 2011-11-22 2015-12-27 Арт Асамер Раббер Текнолоджи Гмбх Шумозащитное устройство
KR101422113B1 (ko) * 2013-04-26 2014-07-22 목포해양대학교 산학협력단 통기통로 또는 통수통로 둘레에 중첩된 차음용 공진챔버를 갖는 통기형 또는 통수형 방음벽
US9056688B1 (en) * 2014-10-20 2015-06-16 Blast Deflectors, Inc. Apparatus and method for deflecting airflow in a structure with a vented rear wall

Also Published As

Publication number Publication date
AT512523B1 (de) 2013-09-15
EP2817456A1 (de) 2014-12-31
ES2570565T3 (es) 2016-05-19
CN104169500A (zh) 2014-11-26
WO2013075160A1 (de) 2013-05-30
JP2015501894A (ja) 2015-01-19
RU2014125229A (ru) 2015-12-27
CA2860268A1 (en) 2013-05-30
DK2817456T3 (en) 2016-05-17
AT512523A4 (de) 2013-09-15
US20140353393A1 (en) 2014-12-04

Similar Documents

Publication Publication Date Title
EP0937181B1 (de) Unterbau für ein gleis für schienenfahrzeuge
AT391499B (de) Eisenbahnoberbau, insbesondere fuer schienenfahrzeuge mit sehr hohen fahrgeschwindigkeiten
AT508575B1 (de) Schutzvorrichtung
EP2281087A2 (de) Niedrige lärmschutzwand an gleisen
EP2817457B1 (de) Lärmschutzvorrichtung
DE19500443A1 (de) Gleisanlage für schienengebundene Fahrzeuge
WO2007087781A1 (de) Feste fahrbahn für schienenfahrzeuge
EP2083120A2 (de) Schallschutz und seitliche Einfassung des Schotteroberbaus für Gleisanlagen schienengebundener Fahrzeuge
DE19919255B4 (de) Tunnelfahrweg
EP0357161B1 (de) Bahnsteig
DE3826096A1 (de) Bausatz fuer bahnsteig
DE102007037339B4 (de) Gabionenwand mit lärmdämmender, monolithischer Schicht aus Beton
EP2817456B1 (de) Lärmschutzvorrichtung
DE202005003255U1 (de) Lärmschutzwand
AT409001B (de) Schallschutzwand
DE202011052057U1 (de) Lärmschutzvorrichtung
AT404147B (de) Schallschutzwand zur dämmung von schallemissionen von verkehrsmitteln
DE29515935U1 (de) Schallabsorber für einen schotterlosen Eisenbahnoberbau
EP1253245B1 (de) Verfahren zur anderweitigen Nutzung von Bahngleisen
DE19625249C2 (de) Lagestabiler Gleiskörper aus Betonfertigteilen sowie Verwendung von Betonfertigteilen für diesen Gleiskörper
DE202007018656U1 (de) Eingefasster Schotteroberbau
AT512391B1 (de) Lärmschutzvorrichtung
DE19952803A1 (de) Oberbau für schienengebundene Fahrzeuge des öffentlichen Nahverkehrs sowie Verfahren und Vorrichtung zu seiner Herstellung
DE19831404C2 (de) Gleisanlage für schienengebundene Fahrzeuge
AT513105B1 (de) Gleiskörper-Lärmschutzwandbauteil

Legal Events

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

Free format text: ORIGINAL CODE: 0009012

17P Request for examination filed

Effective date: 20140618

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

DAX Request for extension of the european patent (deleted)
GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

INTG Intention to grant announced

Effective date: 20150723

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

RAP1 Party data changed (applicant data changed or rights of an application transferred)

Owner name: SARANUS BETEILIGUNGSVERWALTUNGS GMBH

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: AT

Ref legal event code: REF

Ref document number: 773782

Country of ref document: AT

Kind code of ref document: T

Effective date: 20160215

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: GERMAN

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 502012005944

Country of ref document: DE

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: ABP PATENT NETWORK AG, CH

REG Reference to a national code

Ref country code: DK

Ref legal event code: T3

Effective date: 20160509

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2570565

Country of ref document: ES

Kind code of ref document: T3

Effective date: 20160519

REG Reference to a national code

Ref country code: SE

Ref legal event code: TRGR

REG Reference to a national code

Ref country code: NL

Ref legal event code: FP

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG4D

REG Reference to a national code

Ref country code: NO

Ref legal event code: T2

Effective date: 20160203

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

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: 20160203

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: 20160504

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: 20160203

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: 20160203

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: 20160603

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: 20160203

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: 20160203

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: 20160603

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: 20160203

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

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: 20160203

REG Reference to a national code

Ref country code: SK

Ref legal event code: T3

Ref document number: E 21319

Country of ref document: SK

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502012005944

Country of ref document: DE

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 5

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

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: 20160203

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: 20160203

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

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

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

26N No opposition filed

Effective date: 20161104

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

Ref country code: SK

Payment date: 20161011

Year of fee payment: 5

Ref country code: CZ

Payment date: 20161014

Year of fee payment: 5

Ref country code: FR

Payment date: 20161115

Year of fee payment: 5

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

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: 20160503

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

Ref country code: ES

Payment date: 20161116

Year of fee payment: 5

Ref country code: SI

Payment date: 20161006

Year of fee payment: 5

Ref country code: IT

Payment date: 20161031

Year of fee payment: 5

REG Reference to a national code

Ref country code: IE

Ref legal event code: MM4A

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

Ref country code: LU

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

Effective date: 20161130

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: 20161121

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: 20121121

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: 20160203

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: 20160203

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: 20160203

REG Reference to a national code

Ref country code: DE

Ref legal event code: R082

Ref document number: 502012005944

Country of ref document: DE

Representative=s name: ABP BURGER RECHTSANWALTSGESELLSCHAFT MBH, DE

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

Ref country code: SK

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

Effective date: 20171121

Ref country code: CZ

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

Effective date: 20171121

REG Reference to a national code

Ref country code: SK

Ref legal event code: MM4A

Ref document number: E 21319

Country of ref document: SK

Effective date: 20171121

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 NON-PAYMENT OF DUE FEES

Effective date: 20171122

REG Reference to a national code

Ref country code: SI

Ref legal event code: KO00

Effective date: 20180720

Ref country code: FR

Ref legal event code: ST

Effective date: 20180731

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

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: 20160203

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: 20160203

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: 20160203

Ref country code: FR

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

Effective date: 20171130

Ref country code: IT

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

Effective date: 20171121

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20181221

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 773782

Country of ref document: AT

Kind code of ref document: T

Effective date: 20171121

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

Ref country code: AT

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

Effective date: 20171121

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

Ref country code: ES

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

Effective date: 20171122

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

Ref country code: GB

Payment date: 20220923

Year of fee payment: 11

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

Ref country code: SE

Payment date: 20230928

Year of fee payment: 12

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

Ref country code: NL

Payment date: 20231114

Year of fee payment: 12

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

Ref country code: NO

Payment date: 20230929

Year of fee payment: 12

Ref country code: DK

Payment date: 20231003

Year of fee payment: 12

Ref country code: DE

Payment date: 20231017

Year of fee payment: 12

Ref country code: CH

Payment date: 20231201

Year of fee payment: 12

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

Ref country code: BE

Payment date: 20231009

Year of fee payment: 12

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

Effective date: 20231121

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

Ref country code: GB

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

Effective date: 20231121