EP1995397B1 - Glattwandsilo - Google Patents

Glattwandsilo Download PDF

Info

Publication number
EP1995397B1
EP1995397B1 EP07010472A EP07010472A EP1995397B1 EP 1995397 B1 EP1995397 B1 EP 1995397B1 EP 07010472 A EP07010472 A EP 07010472A EP 07010472 A EP07010472 A EP 07010472A EP 1995397 B1 EP1995397 B1 EP 1995397B1
Authority
EP
European Patent Office
Prior art keywords
wall
cell
silo
set forth
leg
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.)
Not-in-force
Application number
EP07010472A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP1995397A1 (de
Inventor
Markus Becker
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to EP07010472A priority Critical patent/EP1995397B1/de
Priority to DE502007000905T priority patent/DE502007000905D1/de
Priority to AT07010472T priority patent/ATE434098T1/de
Priority to DK07010472T priority patent/DK1995397T3/da
Priority to PL07010472T priority patent/PL1995397T3/pl
Publication of EP1995397A1 publication Critical patent/EP1995397A1/de
Application granted granted Critical
Publication of EP1995397B1 publication Critical patent/EP1995397B1/de
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H7/00—Construction or assembling of bulk storage containers employing civil engineering techniques in situ or off the site
    • E04H7/22—Containers for fluent solids, e.g. silos, bunkers; Supports therefor
    • E04H7/24—Constructions, with or without perforated walls, depending on the use of specified materials
    • E04H7/30—Constructions, with or without perforated walls, depending on the use of specified materials mainly of metal

Definitions

  • the present invention relates to a cell for a smooth-walled silo comprising a plurality of wall elements, which communicate in the region of their corners by corner connecting plates to form a node column with each other, wherein the corner connecting plate has a stanchion leg having at its one end an angled connecting leg for connection to a adjacent connecting leg and at its other end has a fold, wherein the wall element has at least one formwork element.
  • Silo container and in particular also smooth wall silos of the type mentioned are sufficiently known from the prior art.
  • Such silo containers serve to accommodate a variety of goods, such. As cereals or flour.
  • smooth-walled silos are distinguished by the fact that they have substantially no horizontally extending projections on which food, for. As flour, deposit could. That is, if such a silo is empty, then it is actually empty. This is not the case with silo containers having trapezoidal wall panels, such as. B. silo container according to DE 30 02 782 A1 , This is because residues of the bulk material, for example of flour, will still be in the region of the horizontally extending trapezoidal plates.
  • a smooth wall silo container is already known from DT 24 09 678, which is characterized in that the walls of a cell are no longer trapezoidal, but smooth.
  • To connect the individual wall elements with each other 90 ° angle or head plates are provided, which are bolted to the wall elements. The screwing is done by so-called bolts, which means that such a silo container is not directly to be mounted on a building wall, as at least during assembly to tighten the screws, the assembly staff must be able to get behind the silo wall.
  • the matter is then, if for stability reasons, the individual wall elements are connected by rods. From this it is clear that the individual supports are connected by these rods with each other, the rods have a screw on the head side.
  • the corner columns are formed from four trapezoidal column plates, wherein the cell walls run between the connecting flanges of two column plates.
  • the connection between the individual column plates on the one hand and the cell walls on the other hand is done by tie bolts.
  • a so-called square tube is provided, wherein the two outer plates and the square tube are connected by a tie bolt, wherein the formation of the corner pillars in cross-section trapezoidal shaped pillar plates are each also detected on both sides of the wall of this bolt.
  • This construction has several disadvantages.
  • silo container is not mounted directly in front of the wall.
  • stability of the wall elements should be achieved. It can only be seen that two outer plates are provided, which together with the column plates form the silo container or the cell of a silo container in the region of the corner column. In this respect, it can be assumed that a silo container produced in this way can not reach any desired height, at least not if at the same time the desired properties for a smooth-walled silo are to be retained. This also applies to the known silo connector systems such. B. according to or DE 30 02 782 A1 , Here, although precautions are taken in conjunction with a Betonverguss the supports to build high (see Fig. 6).
  • From the BE 694 416 A is a support structure for a smooth wall silo of the type mentioned above, wherein the individual formwork elements abut the support structure.
  • the object underlying the invention is therefore to provide a smooth wall silo, in particular a smooth wall silo comprising a plurality of cells, which can be produced without limitation by the system or the design principle as such in any amount, which is constructed substantially directly on or in front of a wall which is hermetically sealed and stable and, moreover, requires only a few different components.
  • each wall element end has in each case a vertical wall support in the installed state, wherein the two wall supports of a pair of supports of a wall element are connected over their height by a plurality of superimposed and spaced apart transverse struts, wherein the fold at one end the stanchion leg is directed in the direction of the transverse strut, wherein the shell element also has a fold at each end, wherein the two folds are in engagement with the transverse struts.
  • the wall elements in the installed state on two vertically extending wall supports are interconnected by transverse struts, wherein the inside of a wall element of a silo is covered by formwork elements.
  • the formwork elements themselves are provided on both sides with folds, wherein the folds of the formwork elements are in engagement with the cross struts. Bent in the same way are the EckMISsbleche so that in the region of the folds between the EckMISsblechen on the one hand and the formwork elements on the other hand shocks arise, which are interconnected by perpendicular welds.
  • the construction without horizontal connections can reach a substantially unlimited height. That is, the height is not limited by the system.
  • long, straight weld seams are provided, which can be produced by means of a tractor welding device.
  • Such a silo can be mounted substantially immediately in front of an existing wall, since the nodal columns can remain open at the rear.
  • a smooth wall silo can be produced with a plurality of cells, wherein there is not only a dense, but also a stable connection between the cross struts, formwork elements and corner elements.
  • cross struts are designed to achieve a high stability in the manner of a U-profile.
  • both the Eckitatisbleche and the formwork elements are by bends in engagement with the cross struts.
  • the two folds with meandering Notches for detecting the transverse struts in the region of the legs of the cross struts are provided.
  • the transverse struts, which point outwards with their closed legs, are thus open towards the bottom in the installed state, are respectively detected by the notch of the folds of the formwork elements or of the corner connecting plates.
  • a vertically extending weld is arranged in the region of a joint between the two formwork elements or between a formwork element and a Ecktheticsblech, with the result that, since both the formwork elements and the Eckignantsbleche directly to the legs of the Abut transverse struts, during the welding process through the joint through a connection with the legs of the cross struts takes place.
  • the cross strut in the region of the legs has slots for receiving the folds of both the Eckitatisbleche and the formwork elements.
  • the connection between the formwork element and the Eckitatisblechen on the one hand and the crossbars on the other hand by a weld arranged in the region of the joints can then no longer be ensured.
  • the formwork elements have openings in the region of the transverse struts. Through these openings, the shell elements can cohesively, z. B. by welding points, are connected to the cross braces.
  • the angled from the support leg connecting arm of the Ecktheticsbleches an angle to the stanchion leg of Eckrivsbleches of about 45 °, wherein the two Connecting leg of the Eckrivsbleche advantageously overlap each other and in the overlapping area with each other z. B. are connected by screws.
  • connection of two wall elements which are at an angle of 90 ° to each other, takes place in the region of the diagonals of the Eckitatisbleche, since this opens up the possibility of mounting such a silo immediately in front of the wall, because the screw can from Cell interior are made.
  • high tensile forces can be transmitted by such a diagonal connection of two wall elements.
  • the support leg of the Ecktheticsbleches forms a part of the jacket of the wall support. It is clear that a wall support can be formed as a whole square tube or even by two mutually parallel support legs of two Eckitatisbleche, in which case the two Eckitatisbleche be connected by two mutually parallel bars to a square to such a wall element stability lend, as it can be achieved, when used as wall supports directly square tubes are used.
  • the construction according to the invention also has the advantage that a cell can be subdivided at any point by further walls with the existing construction elements, that is to say in particular the corner connecting plates.
  • an intermediate wall element is provided for dividing a cell, wherein for connecting the intermediate wall element with the wall element of the cell, the EckMISsbleche have at their fold in the support area meandering notches, which are in engagement with the transverse struts of the wall element. Only the completeness It should be noted at this point that, conversely, the transverse struts can show slots for receiving the folds of the corner connecting plates, as has already been described elsewhere. It is clear from this that the construction according to the invention is extremely variable despite the small number of different components.
  • the wall element for arranging a funnel receptacle on the wall element of a cell on at least one transverse strut in the form of a square tube wherein on the square tube, the funnel receptacle is arranged in the form of an angle to the wall element extending support plate.
  • FIG. 1 shows the cell 1 of a smooth wall silo, wherein at different points of the cell 1 of the smooth wall silo the formwork elements are omitted to illustrate the construction.
  • the cell 1 has in detail four wall elements 2, which are connected in the corner region by connecting plates 3, 4.
  • Each wall element 2 comprises two wall supports 5, which are connected by horizontally extending U-shaped transverse struts 6 ladder-shaped with each other.
  • the arrangement of the U-shaped transverse struts is in this case such that the cross struts point with their open side in the installed state down.
  • the ladder-shaped wall elements are clad by two mutually parallel shell elements 7 both on the inside and on the outside. Recognizable possess the shell elements each end a fold 7a, where - as in FIG. 1 recognizable, but especially in FIG. 3a shown - have the folds meandering notches 7b, so as to ensure that the formwork elements 7 can actually rest over the entire surface of the legs 6a of the cross braces 6.
  • FIG. 3a a notch 7b of the fold 7a of the shell element 7;
  • the transverse struts 6 for receiving the folds 7a of the formwork elements have a corresponding slot.
  • the connecting plates 3 and 4 in the region of the support leg 3a, 4a also a fold 3b, 4b ( Fig. 2 )
  • the above explanations apply mutatis mutandis to these folds.
  • the transverse strut is designed in the region of a joint between two wall elements in the same way as in the area of a joint between a wall element and a connecting plate 3 or 4.
  • the connecting plates 3, 4 have the support legs 3a, 4a, wherein the support legs 3a, 4a rests against the wall support 5.
  • the support leg 3a, 4a has the end of the fold 3b, 4b, which forms a joint 15 in conjunction with the respective fold 7a of the shell element 7, which receives a vertically extending weld in the assembled state of the silo.
  • each node column can be manufactured with identical corner connection plates.
  • the open legs of such a node column can be closed by appropriately trained end plates 30, 35.
  • end plates 30, 35 there is also the possibility to omit these end plates 30, 35, since the node columns need not be closed for reasons of stability, as has already been explained.
  • an intermediate wall element 40 is provided, wherein the intermediate wall element 40 is formed exactly the same as the wall element 2.
  • the connection of this intermediate wall element 40 to the wall element 2 is made in the same way with the known Eckitatisblechen 3, 4, as well as the formation of a node column is known. Only the support leg of the connecting plate is no longer in a wall on a support, but only on the cross struts. This works because of the intermediate wall 40 due to the wall supports 5 no vertical loads, but only horizontal loads are delivered to the wall 2.
  • the formwork elements in the region of the transverse struts 6 are provided with openings 9 through which the formwork elements 7 are fixed to the transverse struts 6 by means of spot welds to form a shear bond. It has already been pointed out elsewhere that due to the notches 7b both the formwork elements 7 and the fold 3b, 4b of the connection plates, both the wall elements and the connection plates rest directly on the cross struts 6, so that when welding in the area the joint is directly connected to the underlying transverse strut 6.
  • FIG. 4 schematically, the arrangement of a horizontally extending square tube 45 is provided in the wall element 2, wherein on the square tube 45 as a funnel receptacle 46, a support plate is arranged.
  • This support plate is connected for example by a weld with the horizontally extending square tube 45.
  • the formwork elements 7 no longer run through, but continue upwards and downwards as independent wall elements.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • General Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Filling Or Emptying Of Bunkers, Hoppers, And Tanks (AREA)
  • Cyclones (AREA)
  • Storage Of Harvested Produce (AREA)
EP07010472A 2007-05-25 2007-05-25 Glattwandsilo Not-in-force EP1995397B1 (de)

Priority Applications (5)

Application Number Priority Date Filing Date Title
EP07010472A EP1995397B1 (de) 2007-05-25 2007-05-25 Glattwandsilo
DE502007000905T DE502007000905D1 (de) 2007-05-25 2007-05-25 Glattwandsilo
AT07010472T ATE434098T1 (de) 2007-05-25 2007-05-25 Glattwandsilo
DK07010472T DK1995397T3 (da) 2007-05-25 2007-05-25 Glatvægssilo
PL07010472T PL1995397T3 (pl) 2007-05-25 2007-05-25 Silos z gładkimi ścianami

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP07010472A EP1995397B1 (de) 2007-05-25 2007-05-25 Glattwandsilo

Publications (2)

Publication Number Publication Date
EP1995397A1 EP1995397A1 (de) 2008-11-26
EP1995397B1 true EP1995397B1 (de) 2009-06-17

Family

ID=38596790

Family Applications (1)

Application Number Title Priority Date Filing Date
EP07010472A Not-in-force EP1995397B1 (de) 2007-05-25 2007-05-25 Glattwandsilo

Country Status (5)

Country Link
EP (1) EP1995397B1 (pl)
AT (1) ATE434098T1 (pl)
DE (1) DE502007000905D1 (pl)
DK (1) DK1995397T3 (pl)
PL (1) PL1995397T3 (pl)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202016104178U1 (de) 2016-07-29 2017-11-02 Markus Becker Silo
PL71418Y1 (pl) * 2018-03-30 2020-05-18 Aqua World Spolka Z Ograniczona Odpowiedzialnoscia Konstrukcja wzmacniająca zbiorniki plastikowe składająca się z metalowych obejm o profilu otwartym i plastikowych żeber
PL127197U1 (pl) * 2018-03-30 2019-10-07 Aqua World Spółka Z Ograniczoną Odpowiedzialnością Konstrukcja wzmacniająca zbiorniki plastikowe składające się z metalowych obejm o profilu otwartym i plastikowych podpór
PL71419Y1 (pl) * 2018-03-30 2020-05-18 Aqua World Spolka Z Ograniczona Odpowiedzialnoscia Konstrukcja wzmacniająca zbiorniki plastikowe składająca się z metalowych obejm o profilu zamkniętym i plastikowych żeber
PL127198U1 (pl) * 2018-03-30 2019-10-07 Aqua World Spółka Z Ograniczoną Odpowiedzialnością Konstrukcja wzmacniająca zbiorniki plastikowe składająca się z metalowych obejm o profilu zamkniętym i plastikowych podpór

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE694416A (pl) 1967-02-22 1967-07-31
GB1217732A (en) * 1968-04-01 1970-12-31 Philip Harry Collier Improvements in wall structures for storage bins
AT360911B (de) 1979-03-07 1980-02-10 Geroldinger Walter Ohg Zellensilo
DE3002782C2 (de) 1980-01-26 1982-01-28 Industriebau und Wärmetechnik GmbH, 8670 Hof Stütze für einen Zellensilo
DE69701145T2 (de) * 1996-04-18 2000-09-21 Rionde S.A., Vittel Wand oder hülle aus blechstreifen welche auf einem rahmen oder fachwerk gespannt sind und ihre aufbauverfahren

Also Published As

Publication number Publication date
ATE434098T1 (de) 2009-07-15
DE502007000905D1 (de) 2009-07-30
PL1995397T3 (pl) 2009-10-30
DK1995397T3 (da) 2009-07-27
EP1995397A1 (de) 2008-11-26

Similar Documents

Publication Publication Date Title
EP1995397B1 (de) Glattwandsilo
EP2072685A1 (de) Gründungsstruktur für Offshore-Bauwerke, insbesondere für Offshore-Windenergieanlagen, und Verfahren zur Herstellung derselben
EP2455305B1 (de) Silo
DE202007003206U1 (de) Modularer Träger für Bedachungen großer Flächen
AT502604B1 (de) Verbundstütze für knotenverbindungen von bauwerken sowie gebäudeskelett
EP2060680A1 (de) Stütze für Hochwasserschutzwand
DE3837475C1 (pl)
DE202008012407U1 (de) Freitragende Stahlhalle
DE9312108U1 (de) Metall-Skelett für den Endausbau zu einem begehbaren Mehrzweck-Container
DE2209484C3 (de) Druckfester Transcontainer für fließfähige Güter
DE202013104353U1 (de) Überflurfördereinrichtung zur Lagerung an der Decke einer Montageanlage
DE102006044790A1 (de) Brücke mit zwei fachwerkartig ausgebildeten Scheiben und Bausatz zu deren Herstellung
DE1259553B (de) Silo oder aehnliches Bauwerk mit Wandung aus Saeulen und Wellblechplatten
AT391342B (de) Seitenwandelement, vorzugsweise aus stahlblech, fuer die errichtung von selbsttragenden silobehaeltermantelwaenden
DE102015100904B3 (de) Rollgestell
DE1684837C3 (de) Stahlblechsilo aus doppelschaligen Wandelementen
DE1892804U (de) Bauelementensatz fuer stahlsilos in zellenbauweise.
DE3444645C2 (pl)
DE3840805A1 (de) Schnell montierbarer und demontierbarer behaelter
DE8330257U1 (de) Doppelwandige stahlverbauplatte
DE9208874U1 (de) Bauplatte
DE202005006228U1 (de) Dachkonstruktion für Gebäude, insbesondere für Industriegebäude mit großen Spannweiten
DE102020110043A1 (de) Silo
DE1534435C (de) Zerlegbares Tragwerk fur Brücken od
DE7717553U1 (de) Stapelbarer Container

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: 20071227

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC MT NL PL PT RO SE SI SK TR

AX Request for extension of the european patent

Extension state: AL BA HR MK RS

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

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 BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC MT NL PL PT RO SE SI SK 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: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: GERMAN

REG Reference to a national code

Ref country code: DK

Ref legal event code: T3

AKX Designation fees paid

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC MT NL PL PT RO SE SI SK TR

REF Corresponds to:

Ref document number: 502007000905

Country of ref document: DE

Date of ref document: 20090730

Kind code of ref document: P

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: R. A. EGLI & CO. PATENTANWAELTE

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: 20090617

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: 20090617

REG Reference to a national code

Ref country code: PL

Ref legal event code: T3

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

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: 20090917

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: 20090617

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: 20090617

REG Reference to a national code

Ref country code: IE

Ref legal event code: FD4D

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

Effective date: 20090617

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: 20090617

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: 20090617

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: 20091017

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: 20090928

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

Effective date: 20090617

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

Ref country code: PT

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

Effective date: 20091017

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: 20090917

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: 20100318

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: 20090918

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 NON-PAYMENT OF DUE FEES

Effective date: 20100531

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 NON-PAYMENT OF DUE FEES

Effective date: 20100525

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: 20090617

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: 20090617

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: 20100525

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

Effective date: 20091218

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: 20090617

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

Ref country code: GB

Payment date: 20140521

Year of fee payment: 8

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

Ref country code: CH

Payment date: 20140521

Year of fee payment: 8

Ref country code: FR

Payment date: 20140527

Year of fee payment: 8

Ref country code: IT

Payment date: 20140527

Year of fee payment: 8

Ref country code: NL

Payment date: 20140521

Year of fee payment: 8

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

Ref country code: PL

Payment date: 20140424

Year of fee payment: 8

Ref country code: DK

Payment date: 20140521

Year of fee payment: 8

Ref country code: BE

Payment date: 20140523

Year of fee payment: 8

REG Reference to a national code

Ref country code: DK

Ref legal event code: EBP

Effective date: 20150531

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

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

Effective date: 20150525

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

Ref country code: LI

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

Effective date: 20150531

Ref country code: IT

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

Effective date: 20150525

Ref country code: CH

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

Effective date: 20150531

REG Reference to a national code

Ref country code: NL

Ref legal event code: MM

Effective date: 20150601

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20160129

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

Ref country code: NL

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

Effective date: 20150601

Ref country code: GB

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

Effective date: 20150525

Ref country code: DK

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

Effective date: 20150531

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: 20150601

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

Ref country code: PL

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

Effective date: 20150525

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: 20150531

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

Ref country code: CZ

Payment date: 20220523

Year of fee payment: 16

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

Ref country code: AT

Payment date: 20220523

Year of fee payment: 16

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

Ref country code: DE

Payment date: 20220627

Year of fee payment: 16

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 502007000905

Country of ref document: DE

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 434098

Country of ref document: AT

Kind code of ref document: T

Effective date: 20230525

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

Ref country code: CZ

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

Effective date: 20230525

Ref country code: AT

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

Effective date: 20230525

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

Ref country code: DE

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

Effective date: 20231201