EP2319993B1 - Guidage - Google Patents

Guidage Download PDF

Info

Publication number
EP2319993B1
EP2319993B1 EP10014273.6A EP10014273A EP2319993B1 EP 2319993 B1 EP2319993 B1 EP 2319993B1 EP 10014273 A EP10014273 A EP 10014273A EP 2319993 B1 EP2319993 B1 EP 2319993B1
Authority
EP
European Patent Office
Prior art keywords
guide
frame
receptacle
wall
guide according
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
EP10014273.6A
Other languages
German (de)
English (en)
Other versions
EP2319993A1 (fr
Inventor
Wolfgang Schwarz
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
Publication of EP2319993A1 publication Critical patent/EP2319993A1/fr
Application granted granted Critical
Publication of EP2319993B1 publication Critical patent/EP2319993B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/12—Manhole shafts; Other inspection or access chambers; Accessories therefor
    • E02D29/14—Covers for manholes or the like; Frames for covers
    • E02D29/1409—Covers for manholes or the like; Frames for covers adjustable in height or inclination
    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03F—SEWERS; CESSPOOLS
    • E03F5/00—Sewerage structures
    • E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
    • E03F5/06—Gully gratings

Definitions

  • the invention relates to a guide for a frame carrying a cover, which is supported with an outer wall on a shaft structure provided in a road and having a receptacle in which the frame is mounted and which is bounded by an inner wall having a frame bounding the outer wall opposite.
  • Such a guide is the application documents for international patent application WO 97/07287 A 1 refer to.
  • a guide for a frame carrying a cover will be described.
  • the frame is guided with a lead firmly in a recess of the guide. From this guide, the frame can only be removed if it is previously broken down into its individual parts, which together form a circular boundary of an opening.
  • the leadership also has a design that makes a sprawling shaft structure necessary to remove them from a road can. As a result, both the removal of the frame from the guide and the removal of the guide from the road to a time-consuming and therefore expensive repair measure that requires a variety of expensive labor.
  • Object of the present invention is therefore to propose a guide that can be created in a simple manner and renewed at low cost.
  • the frame is mounted in the receptacle in a respective desired altitude and between the outer wall of the frame and the inner wall of the receptacle, a gap for receiving a the outer wall of the frame relative to the inner wall of the recording adjusting support is provided.
  • the frame in the guide can be arranged so that it can be adapted to a respective desired altitude in a shaft structure.
  • provided between the outer wall of the frame and the inner wall of the receptacle gap ensures that such an orientation of the frame can be made within the guide.
  • the frame is adjusted in the guide by an introduced into the gap support. In this way, a fast and very accurate alignment of the frame and thus the carried by the frame cover within the shaft structure are made.
  • the frame is supported by a lower end on a support. As a result, it can be easily adjusted by increasing the respective desired space.
  • At least one height compensation ring is arranged within the receptacle to achieve a respective desired altitude of the frame.
  • the guide has a conically tapering outer wall, with which it is supported in the road construction.
  • This conical taper causes the guide is supported over a large area in the shaft structure, so that a uniform distribution of the forces acting on the guide is achieved. This ensures that the guide easily transfers the forces that occur in the road due to significant traffic to the ground.
  • a slight expansion by the conical design of the outer wall is possible.
  • a potting compound is provided as a support for filling the gap provided between the frame and the receptacle, which fills the gap.
  • a rapid filling of the gap can be achieved.
  • a fast-curing potting compound can be used, so that a quick completion of the shaft structure is made possible.
  • the frame is mounted elastically within the receptacle.
  • This elastic storage can be achieved by means of an elastic potting compound. This greatly dampens the dynamic loads caused by road traffic.
  • the frame is mounted on the support on an elastic ring.
  • the frame is not just adapted exactly to the respective desired altitude, but also through the elastic storage ensures that the occurring dynamic loads are damped and thus absorbed by the materials involved without much difficulty.
  • the frame is installed depending on a respective required installation position by lowering the guide in the road structure.
  • the cover is designed as a shaft cover carried by a manhole cover.
  • optimal adaptation to the road surface plays an essential role, since both a protruding from the road surface manhole cover and too deep lowered into the road surface manhole cover leads to an uneven formation of the road surface and thus as a nuisance for on the Road is easily handled leading to premature wear of both the adjacent parts of the road surface and the road surface using vehicles.
  • the cover sls is formed by a grate supported by a grate. Also for this rust exact adaptation to the surface adjacent to the grate is of great importance. Especially when installing the grate in the area of a curb, a grate protruding from its surroundings leads to a hindrance of the water running off the street. As a result, moisture collects in the area of the grate, which can quickly lead to damage to a water drain.
  • the guide tapers in the direction of its lower limit in the vertical direction by the conical shape of its outer wall.
  • the guide tapers conically in the direction of the cover. This gives them a large support surface in relation to their substructure, which is firmly guided on each substructure.
  • the frame and the guide form a unit mounted in the road structure prior to the installation of the guide, which unit is inserted into the road structure.
  • This preassembly of the frame within the guide allows quick and careful installation of the preassembled component.
  • the unit has a grate support fitted in the receptacle, which is encapsulated in the production of the guide of the required concrete.
  • a manhole frame 16 and an inserted manhole cover 2 is mounted in a guide 3.
  • the guide 3 is supported with its lower limit 4 on an upper boundary 5 of a built-in a road body 7 shaft 6.
  • a road body 7 In the road body 7 is located in the direction of a road surface 8, which limits the road body 7 upwardly open shaft structure 9, for example in the form of an incorporated in the road surface 8 cylindrical recess 10 which projects into the road body 7 up to the upper boundary 5 of the shaft 6.
  • the guide rests 3 with its lower limit 4 on the upper boundary 5 of the shaft 6. From this lower limit 4, the guide 3 rises with its outer wall 11, of a road surface 8 adjacent upper boundary 12 in the form of a Tapered 13 towards the lower boundary 4.
  • the guide 3 encloses in its center a receptacle 14 which serves to receive the manhole frame 16. This extends cylindrically from the road surface 8 in the direction of a receptacle 14 delimiting support 18 on which the inserted into the receptacle 14 shaft frame 16 is supported.
  • an upper part of the manhole frame 16 is surrounded by a support ring 15, which fits into the road surface 8 and rests on the upper boundary 12 of the guide 3.
  • the manhole frame 16 is supported by a lower end 17 on the support 18, which extends from an inner wall 19 of the receptacle 14 annularly toward each other.
  • the manhole cover 2, which is inserted into the manhole frame 16 lies with its lower surface 20 on the manhole frame 16.
  • the shaft structure 9 is filled in its between the outer wall 11 of the guide 3 and the cylindrical recess 10 lying part 21 with a potting compound 22. On this potting compound 22, the conical outer wall 11 of the guide 3 is supported, so that the guide 3 is centered in this way on the upper boundary 5 of the shaft 6.
  • the receptacle 14 which is limited on the one hand by the manhole frame 16 and on the other hand by the inner wall 19, filled with a potting compound 23. This centering the manhole frame 16 within the receptacle 14.
  • potting compound is both in the padded part 21 and in the area of the receptacle 14 asphalt into consideration.
  • asphalt concrete or plastic mortar are used for filling.
  • one or more compensation rings 24 are placed on the support 18 to achieve a secure support of the manhole frame 16 on the support 18. It can be made as compensation ring 24 and elastic supports that are able to absorb dynamic loads of the manhole cover 2, which arise when rolling over the manhole cover 2 by road traffic.
  • the receptacle 14 can be filled with an elastic potting compound 23, so that occurring in the horizontal direction vibration loads of the manhole cover can be compensated.
  • the guide is usually made of concrete. However, it is also possible to use a particularly resistant plastic for this purpose. This can have a certain elasticity in its entirety and thus help to keep vibration loads from the road body 7. If due to extreme loads an intended service life of the guide 3 can be achieved, this can be removed from the shaft structure 9 and replaced by a new guide. In this case, the manhole frame 16 can be removed and optionally used in the new guide with potting compound. Particularly favorable is also the replacement of a possibly damaged frame, such as a manhole frame or a grate carrier by removing it from the guide and replacing it with a corresponding new component. This possibility is the main focus when using a guide.
  • the shaft structure 9 is first worked out of the road body 7, for example by mortising, cutting or milling.
  • the guide 3 is fitted so that it rests with its lower limit 4 on the upper boundary 5 of the shaft 6.
  • the part 21 is filled with potting compound 22, so that the guide 3 with its conical outer wall 11 on the potting compound 22 can support.
  • a compensation ring 24 or an elastic ring for receiving the manhole frame 16 is placed on the support 18.
  • the lowered into the receptacle 14 manhole frame 16 is supported with its lower end 17 either directly on the support 18 or on a balancing ring 24 from.
  • the receptacle 14 is filled in the area between the inner wall 19 of the guide 3 and the manhole frame 16 with potting compound 23, for example, asphalt, concrete or plastic mortar. After a short curing time of the casting compounds 22, 23, the manhole cover 2 can be released for driving through the traffic.
  • potting compound 23 for example, asphalt, concrete or plastic mortar.
  • the manhole frame 16 is already embedded in the receptacle 14 and centered in it before installation of the guide 3 in the road body 7.
  • the manhole frame 16 and the guide 3 form an installation unit which has to be centered in the manhole structure 9 only with respect to the road surface, either by fitting the upper boundary 12 or by using the support ring 15.
  • This fitting of the manhole frame 16 can already be in the Framework of preparation of the construction measure in a workshop with the existing tools and devices are made, which allow a quick and very careful fitting of the manhole frame 16 in the guide 3.
  • the guide 3 can also taper conically in the direction of the road surface 8. As a result, the guide 3 lies with its large boundary 25 on the upper boundary 5 of the shaft 6 and adjacent parts of the road body 7. This design facilitates the possibly necessary becoming expansion of the guide 3. In this case, the support 18 of the receptacle 14 in one of the large-area boundary 25 adjacent area of the guide. 3
  • a street drain 30 a mounted on a grate support 31 grate 32 is provided between the ribs 33 slots 55 are provided, runs through the rainwater if necessary from the road surface 8 in the direction of a buried, not shown, collector.
  • the road drain 30 is located with a wall 34 on a curb 35, which forms with the road surface 8 a groove 36 through which the water runs in the direction of the grate.
  • the grate carrier 31 is in the form of a box, on which the grate 32 rests.
  • the grate carrier 31 is mounted in a guide 37 which has a rectangular cross-section in the case of a rectangular grate support 31 as a rule. It has three walls 38, 39, 40, of which a wall 38 runs parallel to the curb 35, while the other two walls 39, 40 make the connection between the wall 38 and the curb 35.
  • the guide 37 is closed on its side facing away from the grate 32 bottom 41 of a bottom 42 which is penetrated by a drain opening 43. This drain opening 43 opens into a drain pipe 44, through which the water flows into the collector, not shown.
  • the grate carrier 31 is mounted on the floor 42.
  • documents between the bottom 42 and the grate support 31, with the help of the grate support 31 can be adjusted in terms of its altitude in one of the walls 38, 39, 40 enclosed receptacle 46.
  • These documents 45 may also consist of a vibration-damping material or concrete or plastic.
  • a distance 49 is provided between a receiving 46 limiting inner wall 47 and one of the inner wall 47 facing outer wall 48 of the grate support 31, which is filled with a potting compound 50.
  • This potting compound 50 of the grate carrier 31 receives its definition within the recording 46.
  • the potting mass 50 may have a permanent elasticity such that it dampens oscillatory motion generated by passing vehicles.
  • the walls 38, 39, 40 have a taper in the direction of the bottom 42.
  • the exact installation height of the guide 37 can be adjusted within the road body 7 so that the guide with its bottom 42 facing away from the upper edge 51 within the road surface. 8 runs.
  • an increase of the guide 37 can be brought about by the fact that the bottom 42 of the guide 37 is supported by the potting compound 52.
  • the upper edge 51 can thereby be adjusted directly in the road surface 8. However, it is also possible to provide on the upper edge 51 a finishing layer 53 which terminates with its upper end surface 54 with the road surface 8.
  • the guide 37 forms a in the road body 7 on the conical walls 38, 39, 40 supported frame.
  • the conicity reduces the contact pressures exerted by the walls on adjacent areas of the road body.
  • a support of the grate carrier 31 using conventional building material such as stones, concrete or soil is unnecessary for this reason.
  • the grate carrier 31 may form a constructive unit with the guide 37.
  • the guide 37 for example, made of cast steel rust carrier is poured into concrete, from which the leadership is made. This results in an optimal transition from the top of the guide into the recording.
  • the unit created thereby is particularly favorable for the serial application, for example, in new construction projects.
  • the grate support 31 and the guide 37 form a structural unit, which is used as a whole in the road structure 9, thereby enabling a quick and error-free assembly is possible.

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Civil Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Environmental & Geological Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Health & Medical Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Claims (14)

  1. Guide (3) pour un cadre (16) portant une couverture, qui s'appuie par une paroi extérieure (11) se resserrant en cône sur un ouvrage d'art routier (9) prévu sur une route (7) et qui présente une réceptacle (14) dans lequel le cadre (16) est supporté et qui est délimité par une paroi intérieure (19) faisant face à une paroi extérieure (26) délimitant le cadre (16), caractérisé en ce que le cadre (16) est supporté dans le réceptacle (14) dans une position en hauteur souhaitée et il est prévu entre la paroi extérieure (26) du cadre (16) et la paroi intérieure (19) du réceptacle (14) une fente dans laquelle est installé un support (23) qui ajuste la paroi extérieure (26) du cadre (16) par rapport à la paroi intérieure (19) du réceptacle.
  2. Guide selon la revendication 1, caractérisé en ce que le cadre (16) repose sur un appui (18) par son extrémité inférieure (17).
  3. Guide selon la revendication 1 ou 2, caractérisé en ce qu'afin d'obtenir une position en hauteur souhaitée du cadre (16) à l'intérieur du réceptacle (14), au moins une bague de compensation en hauteur (24) est disposée entre l'extrémité inférieure (17) de celui-ci et l'appui (18).
  4. Guide selon l'une des revendications 1 à 3, caractérisé en ce qu'il présente une paroi extérieure (11) qui se resserre en cône et par laquelle il s'appuie sur l'ouvrage d'art routier (9).
  5. Guide selon l'une des revendications 1 à 4, caractérisé en ce qu'une masse coulée (23) remplissant la fente prévue entre le cadre (16) et le réceptacle (14) est prévue comme appui.
  6. Guide selon l'une des revendications 1 à 5, caractérisé en ce que le cadre (16) est supporté de façon élastique à l'intérieur du réceptacle (14).
  7. Guide selon la revendication 6, caractérisé en ce que le cadre (16) est supporté sur l'appui (18) sur un anneau élastique.
  8. Guide selon l'une des revendications 4 à 6, caractérisé en ce que le cadre (16) est monté plus ou moins profondément en faisant descendre le guide (3) dans l'ouvrage d'art routier (9) selon une position de montage nécessaire dans chaque cas.
  9. Guide selon l'une des revendications 1 à 8, caractérisé en ce que la couverture (2) est conformée comme un couvercle de regard (2) porté par un cadre de regard (16).
  10. Guide selon l'une des revendications 1 à 8, caractérisé en ce que la couverture (2) est conformée comme une grille portée par un support de grille (31).
  11. Guide selon l'une des revendications 1 à 10, caractérisé en ce que le guide (3, 37) se resserre en forme de cône en direction de sa limite inférieure dans le sens vertical (4).
  12. Guide selon l'une des revendications 1 à 10, caractérisé en ce que le guide (3, 37) se resserre en cône en direction de la couverture (2).
  13. Guide selon l'une des revendications 1 à 12, caractérisé en ce que le cadre (16, 31) et le guide (3, 37) forment une unité qui est montée avant l'installation du guide (3, 37) dans l'ouvrage d'art routier (9) et qui peut être introduite dans l'ouvrage d'art routier (9).
  14. Guide selon la revendication 13, caractérisé en ce que l'unité présente un support de grille (31) adapté dans le réceptacle (46), qui est coulé lors de la fabrication du guide (3, 37) dans le béton nécessaire à cette fin.
EP10014273.6A 2009-11-05 2010-11-04 Guidage Active EP2319993B1 (fr)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
DE102009052130 2009-11-05
DE102010008096 2010-02-15
DE102010010173 2010-03-03
DE102010044564A DE102010044564A1 (de) 2009-11-05 2010-09-07 Führung

Publications (2)

Publication Number Publication Date
EP2319993A1 EP2319993A1 (fr) 2011-05-11
EP2319993B1 true EP2319993B1 (fr) 2015-08-26

Family

ID=43602863

Family Applications (1)

Application Number Title Priority Date Filing Date
EP10014273.6A Active EP2319993B1 (fr) 2009-11-05 2010-11-04 Guidage

Country Status (2)

Country Link
EP (1) EP2319993B1 (fr)
DE (2) DE102010044564A1 (fr)

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
IN149552B (fr) * 1977-07-28 1982-01-23 Helms W R
US5628152A (en) * 1995-08-16 1997-05-13 Bowman; Harold M. Adjustable manhole cover support with shield
US6036401A (en) * 1998-04-29 2000-03-14 Morina; John Roadway access device and method of using same

Also Published As

Publication number Publication date
DE102010044564A1 (de) 2011-05-19
DE202010018163U1 (de) 2014-09-30
EP2319993A1 (fr) 2011-05-11

Similar Documents

Publication Publication Date Title
EP2381037B1 (fr) Cadre de recouvrement de cage à nivellement automatique
EP1754834A1 (fr) Dispositif support de plaque de obturation de regard
DE102006056936A1 (de) Verfahren zum Einbau einer Schachtabdeckung sowie die zugehörige Schachtabdeckung
EP2319993B1 (fr) Guidage
DE102007051189B4 (de) Ablaufeinrichtung
EP2505721B1 (fr) Chapiteau de route
EP2728076A2 (fr) Canal pour l'évacuation des eaux de surface
DE19936694C1 (de) Einstampfbares Bodenfundament zum Befestigen von Pfosten im Erdreich
EP2365138B1 (fr) Cadre
EP0953687A2 (fr) Dispositif de mise à niveau entre un regard de chaussée et la surface d'une chaussée
DE19738218C2 (de) Tragrahmen für Kanalabdeckungen, Steigleitungsanordnung und Verfahren zur Herstellung
EP2728077B1 (fr) Canal pour l'évacuation des eaux de surface
EP1275785B1 (fr) Cadre d' un trou d'homme pour application universelle
DE202007017356U1 (de) Telleranker
AT406277B (de) Vorrichtung zur lagerung von schachtabdeckungen u. dgl.
DE102004017805A1 (de) Schachtabdeckung
DE102022124383A1 (de) Ins Erdreich einzubauender Schacht mit einem Sicherungsanker sowie Sicherungsanker dafür
EP3318675A1 (fr) Dispositif de moulage doté d'un système d'aide à la pose
DE19825861C2 (de) Schachtbauteil zur Anordnung eines Straßenaufsatzes auf einem Entwässerungsschacht
DE10330055A1 (de) Schachtabdeckung und Verfahren zu ihrem Einbau
DE19641873A1 (de) Schacht-, Sinkkasten- oder Rinnenabdeckung
DE202010014642U1 (de) Anschluss eines in ein Straßenbauwerk eingesetzten Einbauteils
AT14954U1 (de) Entwässerungsvorrichtung zur Ableitung von Abwasser
AT2897U1 (de) Vorrichtung zur lagerung von schachtabdeckungen u. dgl.
DE102018121333A1 (de) Gleiskonstruktion und Fahrschiene

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

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

17P Request for examination filed

Effective date: 20111102

17Q First examination report despatched

Effective date: 20130328

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

INTG Intention to grant announced

Effective date: 20150309

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): 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: 745265

Country of ref document: AT

Kind code of ref document: T

Effective date: 20150915

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: 502010010135

Country of ref document: DE

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: 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: 20150826

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: 20151126

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: 20150826

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: 20150826

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: 20151127

REG Reference to a national code

Ref country code: NL

Ref legal event code: MP

Effective date: 20150826

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: 20151226

Ref country code: ES

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

Effective date: 20150826

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: 20150826

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: 20150826

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: 20150826

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: 20150826

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: 20151228

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: 20150826

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: 20150826

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: 20150826

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: 20150826

Ref country code: IT

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

Effective date: 20150826

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: 20150826

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502010010135

Country of ref document: DE

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: 20150826

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

Ref country code: MC

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

Effective date: 20150826

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

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

Effective date: 20151126

26N No opposition filed

Effective date: 20160530

REG Reference to a national code

Ref country code: IE

Ref legal event code: MM4A

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20160729

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: 20150826

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: 20151104

Ref country code: GB

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

Effective date: 20151126

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

Ref country code: FR

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

Effective date: 20151130

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

Ref country code: SM

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

Effective date: 20150826

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: 20150826

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: 20101104

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: 20150826

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: 20150826

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: 20150826

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: 20150826

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: 20150826

P01 Opt-out of the competence of the unified patent court (upc) registered

Effective date: 20230508

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

Ref country code: LU

Payment date: 20231120

Year of fee payment: 14

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

Ref country code: DE

Payment date: 20230828

Year of fee payment: 14

Ref country code: CH

Payment date: 20231201

Year of fee payment: 14

Ref country code: AT

Payment date: 20231117

Year of fee payment: 14

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

Ref country code: BE

Payment date: 20231121

Year of fee payment: 14