EP1154079A2 - Méthode pour soulager un ouvrage enfoui dans une chaussée et regard de chaussée comprenant une pluralité d'anneaux enfouis superposés - Google Patents

Méthode pour soulager un ouvrage enfoui dans une chaussée et regard de chaussée comprenant une pluralité d'anneaux enfouis superposés Download PDF

Info

Publication number
EP1154079A2
EP1154079A2 EP00250405A EP00250405A EP1154079A2 EP 1154079 A2 EP1154079 A2 EP 1154079A2 EP 00250405 A EP00250405 A EP 00250405A EP 00250405 A EP00250405 A EP 00250405A EP 1154079 A2 EP1154079 A2 EP 1154079A2
Authority
EP
European Patent Office
Prior art keywords
shaft
plate
base plate
foundation
shaft 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.)
Granted
Application number
EP00250405A
Other languages
German (de)
English (en)
Other versions
EP1154079A3 (fr
EP1154079B1 (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 EP1154079A2 publication Critical patent/EP1154079A2/fr
Publication of EP1154079A3 publication Critical patent/EP1154079A3/fr
Application granted granted Critical
Publication of EP1154079B1 publication Critical patent/EP1154079B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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

Definitions

  • the invention relates to a method for relieving an in a path body built-in part of acting Powers.
  • the invention also relates to a shaft from several rings standing on top of each other in a path, those to limit one set up in the way body Construction pit are supported and directed towards a path surface taper on one side to an edge that can be closed by a manhole cover.
  • the object of the present invention is therefore the built-in part to be installed in the way body so that in its area forces occurring evenly in a surrounding the built-in part Can be initiated underground.
  • This method ensures that already above the An even distribution of the forces takes place, so that the built-in part is not a major one by these forces Share must take over as the entire environment.
  • This large-scale distribution of the occurring loads is achieved, that in the entire area of the large component Densification of the environment occurs evenly so that a punctual break-in of highly stressed parts is avoided.
  • the built-in part therefore remains uniform within one compacted environment in its installation position without a selective distribution of stress on individual parts of the environment give way and thereby to a collapse of the whole Lead building.
  • the invention relates to a shaft made of several rings standing on top of each other in a path body a boundary of an excavation pit set up in the road body are supported and towards a path surface taper conically on one side to an edge that extends from a Manhole cover is lockable.
  • the task is solved by that in the area of the edge a force from the road surface receiving and on a surface adjacent to the edge distributing plate is provided on a Shaft surrounding layer is supported.
  • Such a plate has the advantage that it is in one hand is able to force the forces evenly into the environment derive the shaft and on the other hand because of their heavy weight to dampen vibrations. she can be laid easily and with the desired accuracy that they will bring the benefits they expect can.
  • a plate designed as a foundation plate with its Middle opening over a surrounding the opening of a shaft Edge pushed until the plate is just above an upper one
  • the boundary of the edge runs with its surface.
  • the foundation plate is supported on an adhesive layer, entered into a construction pit surrounding the shaft becomes.
  • the foundation slab is shortly after entering the adhesive layer, in particular a concrete layer, in these are embedded so that they are completely free from the curing
  • Adhesive layer is supported.
  • This intimate connection forms between the adhesive layer and the foundation plate this with the adhesive layer and one with the substrate bonded very resistant layer that has a high moment of inertia owns. Because of this high moment of inertia it dampens those introduced into the foundation plate from above Vibrations so strong that they are below the adhesive layer barely noticeable. Also distributed the large one lying on a slope of the shaft top Concrete layer the forces introduced into it on a large part of the slope.
  • Embedding the foundation slab can also be in a layer of gravel, granules, recycling material or from an elastic mass.
  • the foundation plate is largely in terms of its size adapted to the cross section of the excavation pit, for the renovation of the shaft is needed.
  • the foundation slab enabled those introduced into it Forces largely evenly over a comparatively large one Area into the underground, so that per unit area only comparatively small forces in the adhesive layer and thus be passed on underground.
  • This base plate has two functions, which consist of the one above the edge fill existing space even with large construction pits and on the other hand, due to a large mass, the vibrations that occur dampen before they can enter the shaft.
  • the base plate is made relatively thick, so that they are straight with usual means of transportation can still be moved. This heavy training of the base plate leads to this either together with the foundation plate or even without this a very damping Have function against the vibration loads that caused by passing vehicles and kept from the shaft Need to become.
  • the base plate also surpasses that Edge of the shaft, but is largely on a foundation surrounding the shaft. In this way comes a distribution of those introduced into the base plate Forces come about, so that the foundation and possibly also an existing foundation plate can be relieved.
  • the initiated Forces are in the shaft without endangering Derived underground.
  • the invention is at least one further plate above the base plate arranged for height compensation.
  • Support rings are used for this, which are also made in a rectangular shape, so that they are as large as possible on the one below them Rest the base plate. On the one hand, they have a smaller one Wall thickness than the base plate and thus also a smaller one Weight. You will be advantageous to filling out an above the base plate in some cases up to the surface of the Wege stressess existing space used, so that the of forces introduced above can be transferred well. To this way, the support rings contribute to an efficient construction at, which is geared to the loads occurring effectively by passing vehicles from the shaft keep away.
  • This elastic liner is designed in such a way that it can withstand significant vibrational loads Can take into account that of passing vehicles Vehicles are generated. For example, with trucks with four axles, the shafts at least four sometimes subjected to pressure and then relieved. there remains unconsidered that the suspension on uneven roads the vehicles generates further vibrations and via the Tires in the road body transfers. Hence will clearly that the vibration exposure of the road body dampening measures may be required due to high static weights alone not overcome can be. Therefore, between the individual parts of a shaft structure uses elastic materials that on the one hand are capable of transmitting high loads, but on the other hand, the vibrations transmitted by the shaft structure to dampen.
  • the elastic intermediate layers with the plates and / or Support rings firmly connected.
  • Such intermediate layers are either integrated into the plates and / or support rings or attached to their surfaces. In any case, they are enough to reduce the vibration loads that occur.
  • the elastic liners over each other applied area. Get this way they have a large force-transmitting surface so that they are suitable are to transfer the forces without prematurely yourself To take damage.
  • the elastic intermediate layers are only partially on the Surfaces of the plates and / or support rings applied.
  • This partial application has the advantage that in this way Vibration behavior of the plates and / or rings is best influenced can be.
  • these are comparatively narrow intermediate layers under a high dynamic load, so that they must be expected to wear out quickly.
  • the individual Parts of the shaft structure aligned so that they like a coherent building with a high damping effect Act.
  • the foundation plate has an opening receiving the edge on.
  • the foundation plate surrounds with your Open the entire top of the shaft so that this supported on all sides and thus relieved.
  • the highly endangered edge is thus protected from damage protected.
  • the foundation plate is the same in the load-bearing capacity of a subsurface surrounding the shaft available. This surface can be used when setting and repairing the shaft not in all surrounding the shaft Areas are compressed evenly, as not all Areas with a vibrator are equally easy to reach. In particular the vibrator in the area of the cone can only be very restrained be used.
  • the foundation slab overhangs the edge by a protective distance. This measure primarily creates the foundation slab used in the transmission of the occurring forces, but not the edge of the shaft. This remains relieved.
  • the protruding part of the foundation plate can be very well used as a seat for an elastic ring on which the base plate is opposite one of the shaft boundaries Supporting surface supports.
  • the base plate corresponding to the opening of the shaft Recess provided.
  • the base plate therefore covers the Edge of the shaft, so that all loads from this be kept away.
  • the base plate distributes these forces evenly on the foundation and any existing one Foundation plate.
  • the stones on the support ring in an adhesive layer stored are the stones on the support ring in an adhesive layer stored. This design is used in particular if the distance between the edge of the shaft and the Road surface the laying of one or more support rings makes necessary. In this case, the stones in the adhesive layer on the adjacent support ring supported.
  • the adhesive layer made of concrete.
  • the concrete becomes additional layers in this way created, which have a high damping effect.
  • this layer of concrete takes a relatively long time to it is completely hardened.
  • the adhesive layer consist of quick mortar.
  • This embodiment with quick mortar has the great advantage that the in the Fast mortar embedded components quickly make their final Take position and can no longer be removed from it. The redeveloped construction site can therefore quickly traffic are passed without unwanted shifts against each other can take place.
  • the stones also in an elastic potting compound that acts as an adhesive layer Is used, embedded. Also pre-casting compound quickly reaches its final shape after application and can be completed after a short time entire construction site.
  • the tool that detects the foundation plate can be passed through and through that a concrete that can be pushed up by a layer of concrete can extend as a fastening dowel. In this way comes between the concrete layer and the foundation slab intimate connection that is suitable in its entirety to produce a large mass for damping vibrations.
  • Similar mounting openings can be according to another preferred Embodiment of the invention also in the base plate be provided.
  • Such mounting openings can additionally still be provided with a bracket that is transverse extend through this to the longitudinal direction of the mounting opening. In this way, can be attached to the bracket, for example as a steel pin is formed, easily the hook of a hoist be posted.
  • the mounting holes can also be provided with a cast thread, into the transport eyelet with a corresponding thread be screwed in for the purpose of transportation.
  • the figures show a shaft which is circular in cross section (1), the cavity (2) of which is surrounded by manhole rings (3, 15) is.
  • manhole rings (3, 15) consist essentially of Concrete.
  • a partially shown lower shaft ring (15) is cylindrical, while the shaft (1) closing shaft ring (3) towards the top Half of its walls (16) and a cylindrical part (17) has a conical part (18).
  • the shaft (1) and the However, manhole rings (3, 15) can also have other common configurations have, e.g. a square, rectangular or oval cross section. You can also use a different material as concrete, e.g. Plastic.
  • a foundation plate (7) which in turn carries a base plate (8).
  • the flexible design ( Figures 2, 3, 13) lies between the shaft ring (3) closing upper edge (19) or one of this edge (19) formed support surface (14) and the base plate (8) the elastic construction an elastic joint (9), which under the influence of one acting on the shaft (1) from above Resiliently deformed load.
  • Another elastic Fugue (20) can also in the flexible design between the conical part (18) of the manhole ring (3) and the foundation plate (7) can be provided.
  • the flexible design still elastic joints (47) between a manhole cover (21) supporting shaft frame (22) and an upper Support ring (23) provided, which extends over a lower support ring (24) on the base plate (8).
  • the foundation plate (7) is supported in the layer (4) Concrete, gravel, granulate, recycling material or more elastic Mass from.
  • This layer (4) also delimits the cavity (2) facing away from the outside (25), the base plate (8) and the outer sides (26, 27) of the support rings (23, 24).
  • These two Support rings (23, 24) are in the embodiment with Rapid mortar through quick mortar joints (28, 29) with each adjacent part, the lower support ring (24) or the Base plate (8) connected.
  • the foundation plate (7), the Base plate (8) and the support rings (23 or 24) can be used Use of the concrete construction also over mortar joints (30, 31, 32, 33) can be connected to one another.
  • each mortar joints can be provided between the Manhole frame (22) and the upper support ring (23) a round Support ring (35) used between the and the shaft frame (22) on the one hand and the upper support ring (23) each mortar joints can be provided.
  • the concrete layer (4) large area on a slope (46) of the conical part (18) tapering towards the upper edge (19) on. Thanks to this large surface area, the forces are released the concrete layer (4) on a large surface of the slope (46) distributed so that it is spared from selective loads becomes.
  • the granulate, the recycling material or in elastic mass stones (12) are used between them and the shaft frame (22) Elastic even when using the rigid construction Joints (36) are provided.
  • These can be from a suitable Casting compound, e.g. B. an asphalt mass exist.
  • the Stones extend around and are the shaft frame (22) Configuration adjusted.
  • a circular Manhole frame (22) also have the stones (12) on it the shaft frame (22) facing side (37) designs in Form of circular segments that are adapted to the shaft frame (22) are so that the sides (37) when using a circular Manhole frame (22) on a corresponding circular arc lie while using an oval manhole frame Sides (37) have an oval curvature.
  • Rectangular manhole frames (22) are also those manhole frames facing sides (37) arranged on straight levels.
  • the stones (12) can also be placed in a layer of quick mortar or be inserted from elastic potting compound.
  • This quick mortar (38) has the advantage that it cures much faster than the concrete of the concrete layer (4). So much for recording the occurring A concrete layer (4) is not necessary can for the release of a refurbished shaft A lot of time can be saved that the stones (12) harden quickly Mortar (38) can be inserted. This hardens like this quickly out that the entire construction site is relatively short-term can be returned to traffic.
  • a shaft (1) in a shaft (1) according to the invention, it can, for. B. an access shaft for the sewage system, a water drain or an access shaft for a slide for Water pipes (hydrant) or other underground pipes act.
  • the concrete layer between the base plate (8) and the stones (12) be replaced that the base plate (8) at the place of their planned Insert made of concrete or a hardenable plastic mass is made and the stones in the damp mass are used in which they solidify after hardening Find a stop.
  • the foundation plate (7) is in at least two places Through holes (39, 40) provided which extend across the Foundation plate (7) from its lower surface (41) to its Extend surface (42).
  • brackets can still be provided making lifting equipment easier to attach.
  • These brackets can be designed as pins that are transverse to the longitudinal direction the through holes (39, 40) extend through them.
  • the foundation plate can then be gripped using the lifters and embedded in the still soft concrete layer (4) be that the surface (42) of the bearing surface (14) of the conical Part (18) a little, for example by about one Overhangs centimeters. It is intended that the still soft Concrete mass when lowering the foundation plate (7) into the Through holes (39, 40) towards the surface (42) rises and in the area of the surface (42) a closure (43), so that the in the through holes (39, 40) hardening concrete mass forms dowels, which has a fixed position the foundation plate (7) at the point of its lowering into the Guarantee concrete layer (4). Then can on the support surface (14) and on the surface (42) depending on the particular If necessary, quick mortar or an elastic joint (9) applied with which the base plate (8) is connected.
  • an elastic joint (9) can be between the support surface (14) and the base plate (8)
  • an elastic ring (60) can be provided, via which the base plate (8) is elastic can be stored on the support surface (14).
  • the elastic ring (60) that either the entire Contact surface (14) or only parts of this contact surface (14) covered, the foundation plate (7) with its surface (42) the contact surface of the shaft ring (3) so far protrude that one of the foundation plate (7) the elastic Ring (60) leading recording is formed.
  • the elastic ring (60) dimensioned so that it the surface (42) of the foundation plate so far that the base plate (8) with its underside facing the support surface (14) applied to the elastic ring (60) and on this is mounted elastically.
  • the base plate (8) on the foundation plate (7) with an elastic joint (61) be stored.
  • the elastic joints (9, 26, 36, 47) can be made of an elastic Adhesive layer, for example asphalt. Furthermore can also create elastic joints with the help of elastic Material (48) can be formed, for example in a circular or angular support ring (45, 23, 24) is inserted becomes.
  • the elastic material (48) can be in shape one in one or both surfaces (49, 50) of the support ring (45, 23, 24) inserted ring.
  • the corresponding one Ring can be in the form of sections (51) on the Surfaces (49, 50) can be distributed.
  • a support ring that is integrally parallel to limits (52, 53) of the support ring or off-center runs to it.
  • a loose support ring (54) for flexible Storage use This will be used when building the Shaft (1) between the flexible parts, for example two support rings (23, 24) and (23, 45).
  • a support ring (45) which consists of a resilient to pressure and there is still flexible material (55). This can, for example thereby being generated in a viable Mass (56) elastic parts (57), for example air bubbles, be stored.
  • the elastic parts (57) can, however also consist of an elastic rubber or plastic material.
  • there rigid layers (58) alternate with elastic layers (59), which are firmly connected to one another.
  • the elastic Layers (59) can, for example, be made of an elastic Mass consist of rubber or plastic with a fixed Mass is connected in each case. Through this from several layers (58, 59) existing rings (45) whose elasticity can can be optimally adjusted in each case.
  • Another elasticity can be generated in that the Plates (7, 8) and support rings (45) made of plastic become.
  • plastics are used that according to the respective application of the plates (7, 8) or rings (23, 24, 45) are selected.
  • Plastic combinations are conceivable, which on the one hand have damping properties and, on the other hand, are capable of high Mass to keep the occurring loads from the shaft (1) and evenly to the mass surrounding the shaft (1) Derive concrete (4) or sand (6).
  • the plates (7, 8) or rings (23, 24, 45) soft or very hard materials used, but in can have a dampening effect due to their flexibility.

Landscapes

  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Sewage (AREA)
EP00250405.8A 1999-11-25 2000-11-27 Méthode pour soulager un ouvrage enfoui dans une chaussée et regard de chaussée comprenant une pluralité d'anneaux enfouis superposés Expired - Lifetime EP1154079B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE1999156774 DE19956774A1 (de) 1999-11-25 1999-11-25 Verfahren zum Entlasten eines in einen Wegekörper eingebauten Einbauteils von einwirkenden Kräften und Schacht aus mehreren in einem Wegekörper aufeinanderstehenden Ringen
DE19956774 1999-11-25

Publications (3)

Publication Number Publication Date
EP1154079A2 true EP1154079A2 (fr) 2001-11-14
EP1154079A3 EP1154079A3 (fr) 2003-02-26
EP1154079B1 EP1154079B1 (fr) 2016-10-19

Family

ID=7930310

Family Applications (1)

Application Number Title Priority Date Filing Date
EP00250405.8A Expired - Lifetime EP1154079B1 (fr) 1999-11-25 2000-11-27 Méthode pour soulager un ouvrage enfoui dans une chaussée et regard de chaussée comprenant une pluralité d'anneaux enfouis superposés

Country Status (3)

Country Link
EP (1) EP1154079B1 (fr)
DE (2) DE19956774A1 (fr)
PL (1) PL344132A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2019034699A1 (fr) * 2017-08-18 2019-02-21 Wolfgang Schwarz Ensemble pavé moulé et agencement doté d'un tel ensemble

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1398419A1 (fr) * 2002-08-20 2004-03-17 Stephen Kielty Appareil d'appui pour ouvrages routiers
DE10306142B3 (de) * 2003-02-14 2004-12-16 Hobas Engineering Gmbh Verfahren zur Sanierung eines Abwasserschachtes
DE102007051189B4 (de) * 2007-09-26 2014-12-31 Aco Severin Ahlmann Gmbh & Co. Kg Ablaufeinrichtung
DE202010014642U1 (de) * 2010-10-26 2011-04-07 Schwarz, Wolfgang Anschluss eines in ein Straßenbauwerk eingesetzten Einbauteils

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE29521453U1 (de) 1995-10-02 1997-05-15 Burkhardt, Kurt, 75417 Mühlacker Schacht mit Schachtabdeckung

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL6502680A (fr) * 1965-03-03 1966-09-05
DE8901184U1 (de) * 1989-02-03 1989-04-06 Gesellschaft für Ingenieur- und Apparatebau GmbH, 5485 Sinzig Schacht für Abwasserleitungen

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE29521453U1 (de) 1995-10-02 1997-05-15 Burkhardt, Kurt, 75417 Mühlacker Schacht mit Schachtabdeckung

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2019034699A1 (fr) * 2017-08-18 2019-02-21 Wolfgang Schwarz Ensemble pavé moulé et agencement doté d'un tel ensemble

Also Published As

Publication number Publication date
EP1154079A3 (fr) 2003-02-26
EP1154079B1 (fr) 2016-10-19
DE19956774A1 (de) 2001-06-28
DE20020107U1 (de) 2001-04-26
PL344132A1 (en) 2001-06-04

Similar Documents

Publication Publication Date Title
AT391499B (de) Eisenbahnoberbau, insbesondere fuer schienenfahrzeuge mit sehr hohen fahrgeschwindigkeiten
EP0894898B1 (fr) Méthode de réalisation d'une voie ferrée et dispositif pour le réglage en hauteur et le support temporaire des rails
DE19503220A1 (de) System für den schotterlosen Oberbau von Gleisanlagen
EP0663470B1 (fr) Procédé d'obtention d'une superstructure de voies ferrées
AT505789B1 (de) Gleiskörper mit geklebten trögen
AT410329B (de) Schotterloser oberbau
DE4329652B4 (de) Verfahren und Anordnung zum Befestigen eines Einbauteiles in einer Straße
EP1154079A2 (fr) Méthode pour soulager un ouvrage enfoui dans une chaussée et regard de chaussée comprenant une pluralité d'anneaux enfouis superposés
DE10066016B4 (de) Schalungsanordnung, insbesondere zur Fertigung einer Betonplatte für eine feste Schienenfahrbahn
AT409641B (de) Schotterloser oberbau mit vorgefertigten betontragplatten sowie verfahren zum ersatz derselben
WO2009036990A1 (fr) Dispositifs de superstructure ferroviaire
EP0698143B1 (fr) Superstructure stable pour voie de chemin de fer
DE4437826A1 (de) Schotterloser Oberbau
DE202015006015U1 (de) Vorrichtung zu vertikaler Ausrichtung und lösbarer Befestigung des Pfostens in das feste Fundament
EP1636424B1 (fr) Procede de production d'une voie ferree pour vehicules ferroviaires
DE102017131351A1 (de) Trogförmiger Überbau für eine Brücke, Brücke, Fertigteil für eine Trogwange einer Brücke sowie Verfahren zur Herstellung einer Brücke
DE69916641T2 (de) Verbesserungen an oder in bezug auf bahnanlagen für schienenfahrzeuge
WO2018121902A1 (fr) Superstructure en forme de cuvette pour pont, pont, pièce finie pour joue de cuvette d'un pont et procédé de fabrication d'un pont
DE102004008357A1 (de) Schienenfahrbahn und Schwelle für eine Schienenfahrbahn
AT409391B (de) Schotterloser oberbau sowie verfahren zur herstellung desselben
DE10039493C1 (de) Verfahren zum Herstellen einer festen Fahrbahn für Schienenfahrzeuge
DE4335877A1 (de) Schotterloser Oberbau mit Betonschwellen
WO1995011345A1 (fr) Superstructure sans ballast a traverses en beton
DE29609852U1 (de) Auflagervorrichtung für Abdeckungen von in Verkehrsflächen liegenden Schächten
EP0968330B1 (fr) Dispositif de dalle de support de voie surélevée

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: A2

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR

AX Request for extension of the european patent

Free format text: AL;LT;LV;MK;RO;SI

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AK Designated contracting states

Kind code of ref document: A3

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR

AX Request for extension of the european patent

Extension state: AL LT LV MK RO SI

17P Request for examination filed

Effective date: 20030820

AKX Designation fees paid

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

INTG Intention to grant announced

Effective date: 20160204

INTG Intention to grant announced

Effective date: 20160211

GRAJ Information related to disapproval of communication of intention to grant by the applicant or resumption of examination proceedings by the epo deleted

Free format text: ORIGINAL CODE: EPIDOSDIGR1

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

INTG Intention to grant announced

Effective date: 20160509

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE 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: 838472

Country of ref document: AT

Kind code of ref document: T

Effective date: 20161115

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: 50016461

Country of ref document: DE

REG Reference to a national code

Ref country code: NL

Ref legal event code: MP

Effective date: 20161019

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

Ref country code: BE

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

Effective date: 20161130

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

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: 20170120

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: 20161019

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

Ref country code: FI

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

Effective date: 20161019

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: 20161019

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: 20170220

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: 20161019

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 50016461

Country of ref document: DE

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: 20161019

Ref country code: LI

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

Effective date: 20161130

Ref country code: CH

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

Effective date: 20161130

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: 20161019

REG Reference to a national code

Ref country code: IE

Ref legal event code: MM4A

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20170731

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: 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: 20161019

26N No opposition filed

Effective date: 20170720

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

Effective date: 20170119

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: FR

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

Effective date: 20161219

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: 20161127

Ref country code: GB

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

Effective date: 20170119

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 838472

Country of ref document: AT

Kind code of ref document: T

Effective date: 20161127

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: 20161127

REG Reference to a national code

Ref country code: BE

Ref legal event code: MM

Effective date: 20161130

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: 20161019

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: 20161019

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

Ref country code: DE

Payment date: 20191126

Year of fee payment: 20

REG Reference to a national code

Ref country code: DE

Ref legal event code: R071

Ref document number: 50016461

Country of ref document: DE