EP1776507B1 - Verfahren zur herstellung eines infrastruktur-kanals - Google Patents
Verfahren zur herstellung eines infrastruktur-kanals Download PDFInfo
- Publication number
- EP1776507B1 EP1776507B1 EP05775062A EP05775062A EP1776507B1 EP 1776507 B1 EP1776507 B1 EP 1776507B1 EP 05775062 A EP05775062 A EP 05775062A EP 05775062 A EP05775062 A EP 05775062A EP 1776507 B1 EP1776507 B1 EP 1776507B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- cast
- infrastructure channel
- parts
- place concrete
- concrete
- 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
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/04—Pipes or fittings specially adapted to sewers
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
Definitions
- the invention relates to a method for producing an infrastructure channel, which consists of at least two sections of predetermined length.
- An infrastructure channel is used in particular in new housing areas or in larger refurbishment projects to summarize all supply and disposal lines in a single, preferably walk-in and sealed channel. Due to its spatial design, a direct and permanent control of the supply and disposal lines is possible. Leakage of piping and emissions to cables within a conduit of the infrastructure channel reach the bottom of the structure in liquid or semi-solid form or can escape in gaseous form in the air-filled space of the conduit. Leakage of piping can be detected by installed leak detection systems without the need for excavation. Furthermore, an exchange or a new installation of supply and disposal lines within the infrastructure channel is easy to accomplish, since access openings are made via excavation openings without excavation. In addition, an inspection of both the supply and disposal lines and the interior of the infrastructure channel by means of a commercially available sewer inspection camera system.
- the DE 201 13 897 U1 discloses an infrastructure channel consisting of individual one-piece finished segments which are assembled into one continuous channel. Each finished segment has a base plate to which connect two lateral walls, which are interconnected via a top-side curvature.
- the prefabricated segments are factory made of concrete and assembled on site using face seals. So that the finished segments can be transported without damage, at least a cost-intensive transport reinforcement is required. Furthermore, the production of a flat trench for full-surface support of the base plates of the finished segments proves to be very labor-intensive. In addition, the frontal sealing adjacent finished segments can be realized only with considerable effort. Furthermore, the factory made finished segments have the disadvantage that their length is very limited for manufacturing reasons.
- channels are known both as prefabricated constructions as well as in-situ concrete solutions, which have a reinforcement made of steel, which are disadvantageous in as cracks or efflorescence, the reinforcement is exposed and can rust, creating a total destruction of the channels, eg , B. by explosive action, goes along. Even with a fire, the concrete from the steel of the reinforcement breaks and the channel is destroyed afterwards.
- this object is achieved in that each section poured cast on site from in-situ concrete or ready-mixed concrete, spanned an inner formwork with a drainage fleece and closed the beginning and the end of the infrastructure channel during drying of the in-situ concrete by means of wood panels and / or a foil strip curtain becomes.
- Every single section of the infrastructure channel will open the site created continuously from in-situ concrete or ready-mixed concrete in one-piece design, the term in-situ concrete is used in the present description equally well for ready-mixed concrete.
- the length of each section to be created is such that the section can be created in a single daily cycle, the length between 4m and 40m, preferably between 10m and 20m, preferably 15m.
- a steel reinforcement is not required. Due to the lack of steel reinforcement and the relatively large length of each section and the relatively low preparations a quick and cost-effective production of the infrastructure channel is guaranteed.
- the drainage fleece spanning the inner formwork is provided.
- the foil strip curtain can be attached to the inner formwork, for example at the end of the infrastructure channel.
- a sealing and expansion joint band is cast between two adjacent sections.
- the sealing and expansion joint band comprises two sealing bands, which are connected to each other by means of a middle tube, each sealing band being associated with an end face of a section.
- the sealing and expansion joint band is used with sealing parts in the respective end face, the sections.
- an end formwork is used, which is provided with slots for the sealing and expansion joint band, which is securely connected after curing of the in-situ concrete with the sections, which is why leaks are almost impossible.
- a component made of a foamed polymer, in particular polystyrene is provided on the front side, which ensures the function of the sealing and expansion joint band.
- a humidifier is preferably placed in the interior of the stripping of the section.
- a film wall is expediently placed inside the infrastructure channel depending on the number of existing cuts. The film wall can be made portable and be adjusted according to the construction progress, so that the treatment with the humidifier takes place in about three sections per section.
- thermally insulated Exterior formwork used in order to allow a relatively early stripping of the section despite a relatively high proportion of fly ash in the in-situ concrete.
- the sections are covered during stripping with at least one bubble wrap.
- the bubble wrap prevents unwanted temperature stresses in the in-situ concrete, which can lead to cracking, and causes a relatively short stripping time.
- the bubble wrap sheets can be laid over the infrastructure channel by means of the cable crane in such a way that they cover three to six sections.
- the temperature of the in-situ concrete is measured.
- the temperature measurement can be at several spaced locations of the section, preferably, seen over the cross section, in its outer and inner circumference and in the middle, and serves primarily to determine the optimum time for stripping the section and for determining the curing time of the hardening in-situ concrete .
- the data of the temperature measurements are delivered to a concrete maturing computer, with which the Ausschalzeit is to be determined.
- Bubble wrap installed a sprinkler hose, especially a micro-sprinkler hose for irrigation of in-situ concrete.
- the sprinkler hose is designed so that a washing out of the solidifying in-situ concrete is prevented, which is why it preferably has micro-openings.
- a controllable heating is operated inside the inner formwork.
- the heater which may include one or more gas burners, is needed especially at a low ambient temperature and may be controlled by the data of the temperature measurement by the concrete maturity computer.
- a reinforcement with plastic fibers, in particular polypropylene fibers is formed, wherein the plastic fibers are mixed with the in-situ concrete, and the in-situ concrete has a short-term stiffening and a green strength of in particular 6 N / mm 2 on. This allows fast shuttering.
- the in-situ concrete comprises a disproportionately high proportion of fly ash.
- fly ash may be higher than that of the cement.
- Such a recipe is inadmissible according to the German standard for reinforced concrete.
- the individual parts of the infrastructure channel do not contain steel, this standard is irrelevant in the present case.
- the high percentage of fly ash offers both economic and ecological benefits.
- the heat development is lower than with standard formulations, thus reducing the risk of the formation of shrinkage cracks accompanied.
- an upper vault of a section has a lid which is dimensioned such that a pipeline, in particular a high-voltage line, can be inserted into the interior.
- the cover must be relatively large, so that the usually rigid pipe can be introduced into the interior of the infrastructure channel.
- the opening for receiving the lid, which can be lifted in particular for later measures, is made by a conical recess of the inner formwork and the opening corresponding to an outer contour having a lid is accurately made in a corresponding precast formwork
- At least one of the side walls is provided with at least one console for supporting a pipeline.
- the console can be fastened for example by means of tension anchors.
- the cross-sectionally, for example, L-shaped or Z-shaped console ensures a secure support of the pipeline and allows an end-side welding of two lines to be connected to one another.
- the console is dimensioned to support rollers for a displacement of the pipeline.
- the console consists of fiber cement.
- the infrastructure channel 1 consists of a larger number of sections 2, which are sealed with their respective adjacent end faces 3 together.
- joint 4 is provided for sealing a sealing and expansion joint strip 5, which comprises a central tube 6 with both sides adjoining sealing parts 7, 8, the front side abut the respective section 2.
- Each section 2 of the infrastructure channel 1 is on site continuously from in-situ concrete 9 in one-piece construction created. For this purpose, a largely flat and compacted floor space is created in an excavation pit. Each section 2 to be created is dimensioned in its length such that it can be manufactured in a single daily cycle.
- an inner formwork 11 is first mounted with open floor of sheets, which is provided with hinges 12, wherein the hinges 12 serve after curing of the in-situ concrete 9 for pivoting parts of the inner formwork 11 to the inside.
- the process of concreting takes place in coupled sub-steps, wherein first on the flat bottom surface a sole 10 with, wall approaches is poured. Before concreting side walls 16 and a vault 17 a break is inserted so that the in-situ concrete 9 of the sole 10 binds something.
- a drainage fleece 15 is stretched over the inner formwork 11, which absorbs the water emerging during compression of the in-situ concrete and releases it again during the subsequent hardening of the in-situ concrete 9.
- a heat-insulating outer formwork 19 is mounted for the walls 16 and the vault 17.
- the infrastructure channel 1 forms a walkable shell in the supply and disposal lines of any diameter can be laid. A dismantling or repair of the supply and disposal lines is possible at any time without excavation, as at least partially manholes are assigned to the infrastructure channel 1.
- a formulation for the in-situ concrete 9 is necessary, which stiffens early, a high green strength of about 6 N / mm 2 ensures and allows a slow further hardening with low heat of hydration.
- the in-situ concrete 9, a reinforcement 13 is mixed in the form of plastic fibers 14 to ensure a special resistance of the in-situ concrete 9, in particular prevents stress or shrinkage cracks and an early, shock, shock and abrasion resistance can be increased.
- a pipe 24 are arranged one above the other Consoles 25 provided on one of the side walls 26 of the infrastructure channel 1, wherein the brackets 25 are formed so as to securely hold the pipe 24 on the one hand and on the other both allow an end-side welding of the pipe 24 with another pipe 24 and a support for rollers for moving the pipeline 24 provide.
Landscapes
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
- Lining And Supports For Tunnels (AREA)
- Sewage (AREA)
- Paper (AREA)
- Optical Communication System (AREA)
- Revetment (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
- Artificial Fish Reefs (AREA)
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE202004011702U DE202004011702U1 (de) | 2004-07-26 | 2004-07-26 | Infrastruktur-Kanal |
PCT/DE2005/001318 WO2006012855A1 (de) | 2004-07-26 | 2005-07-25 | Verfahren zur herstellung eines infrastruktur-kanals |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1776507A1 EP1776507A1 (de) | 2007-04-25 |
EP1776507B1 true EP1776507B1 (de) | 2010-10-13 |
Family
ID=33395387
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP05775062A Not-in-force EP1776507B1 (de) | 2004-07-26 | 2005-07-25 | Verfahren zur herstellung eines infrastruktur-kanals |
Country Status (11)
Country | Link |
---|---|
EP (1) | EP1776507B1 (no) |
KR (1) | KR101295224B1 (no) |
AT (1) | ATE484631T1 (no) |
CA (1) | CA2574892C (no) |
DE (2) | DE202004011702U1 (no) |
DK (1) | DK1776507T3 (no) |
EG (1) | EG24424A (no) |
ES (1) | ES2350986T3 (no) |
NO (1) | NO338129B1 (no) |
WO (1) | WO2006012855A1 (no) |
ZA (1) | ZA200700468B (no) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102004026013B4 (de) * | 2004-05-27 | 2007-05-03 | Theodor Cordes Gmbh & Co Kg | Erdverlegbare Rohrleitung mit Wurzelschutz, und Verfahren zum Verlegen einer Rohrleitung |
DE102007061802B3 (de) * | 2007-12-19 | 2009-03-05 | Frank Dupre | Kanalsystem zum Aufnehmen von Stromkabeln |
US9844524B2 (en) * | 2015-06-29 | 2017-12-19 | Vanguard Soap LLC | Soap compositions and methods |
Family Cites Families (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5035931B1 (no) | 1970-03-30 | 1975-11-20 | ||
DE2944385A1 (de) * | 1979-11-02 | 1981-05-14 | Josef Riepl Bau-Aktiengesellschaft, 8000 München | Verfahren zum herstellen von schlitzwaenden |
DE3524687A1 (de) | 1985-07-11 | 1986-02-27 | Josef Riepl Bau-Aktiengesellschaft, 8000 München | Verfahren und vorrichtung zur herstellung von ortbetonkanaelen mit eingelegter innenauskleidung in monolithischer bauweise |
BG44644A1 (no) | 1986-01-10 | 1989-01-16 | Pet R Kh Shivarov | |
DE3838239A1 (de) | 1988-09-07 | 1990-03-15 | Niederberg Chemie | Begehbares sammlerrohr und kanalrohr |
JPH08165700A (ja) * | 1994-12-12 | 1996-06-25 | Seibu Polymer Corp | 暗渠の継手 |
HU223387B1 (hu) | 1998-12-28 | 2004-06-28 | Béla Boldoghy | Belsővázas, bennmaradó zsaluidommal könnyített épületszerkezet, továbbá idomtest és rácsváz, valamint eljárás ezek előállítására |
GB2360472A (en) | 2000-03-24 | 2001-09-26 | Joseph Ash Storage Tanks Ltd | Method of coating storage tanks with concrete |
-
2004
- 2004-07-26 DE DE202004011702U patent/DE202004011702U1/de not_active Expired - Lifetime
-
2005
- 2005-07-25 AT AT05775062T patent/ATE484631T1/de active
- 2005-07-25 KR KR1020077004526A patent/KR101295224B1/ko not_active IP Right Cessation
- 2005-07-25 ES ES05775062T patent/ES2350986T3/es active Active
- 2005-07-25 DE DE502005010392T patent/DE502005010392D1/de active Active
- 2005-07-25 CA CA2574892A patent/CA2574892C/en not_active Expired - Fee Related
- 2005-07-25 DK DK05775062.2T patent/DK1776507T3/da active
- 2005-07-25 WO PCT/DE2005/001318 patent/WO2006012855A1/de active Application Filing
- 2005-07-25 EP EP05775062A patent/EP1776507B1/de not_active Not-in-force
-
2007
- 2007-01-16 ZA ZA200700468A patent/ZA200700468B/en unknown
- 2007-01-23 EG EGNA2007000068 patent/EG24424A/xx active
- 2007-02-26 NO NO20071081A patent/NO338129B1/no not_active IP Right Cessation
Also Published As
Publication number | Publication date |
---|---|
KR101295224B1 (ko) | 2013-08-12 |
DK1776507T3 (da) | 2011-01-24 |
ES2350986T3 (es) | 2011-01-28 |
CA2574892A1 (en) | 2006-02-09 |
CA2574892C (en) | 2012-09-18 |
DE502005010392D1 (de) | 2010-11-25 |
KR20070083512A (ko) | 2007-08-24 |
NO20071081L (no) | 2007-04-26 |
ZA200700468B (en) | 2008-04-30 |
NO338129B1 (no) | 2016-08-01 |
WO2006012855A1 (de) | 2006-02-09 |
EP1776507A1 (de) | 2007-04-25 |
EG24424A (en) | 2009-06-10 |
ATE484631T1 (de) | 2010-10-15 |
DE202004011702U1 (de) | 2004-10-21 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP3521557B1 (de) | Multifunktionsrahmen für röhrenartige bauwerke | |
EP1776507B1 (de) | Verfahren zur herstellung eines infrastruktur-kanals | |
DE102006036540A1 (de) | Anordnung zur Gründung eines Bauwerks mit vorgefertigten Bauelementen | |
DE3809963A1 (de) | Auffangraum fuer in lagerbehaeltern gelagerte wassergefaehrdende fluessigkeiten sowie verfahren zum herstellen eines auffangraumes | |
DE19807036C1 (de) | Verfahren zur vollflächigen Abdichtung eines mit Tübbingen ausgekleideten Tunnels sowie danach hergestellte Abdichtung | |
EP0148173B1 (de) | Verfahren zur isolierung oder zur nachträglichen isolierung insbesondere von gebäudemauerungen, sowie einsatzelement zur durchführung des verfahrens | |
EP0364997A2 (de) | Bituminöse Kerndichtung für Erdbauwerke sowie Verfahren zu ihrer Herstellung | |
DE102012205034A1 (de) | System von Schalbausteinen, damit errichtetes Bauwerk, sowie Verfahren zum Errichten eines Bauwerks | |
DE20219324U1 (de) | Gebäudegeschoss | |
DE2422586A1 (de) | Fertigbetonteil und verfahren zu dessen herstellung | |
DE4138781C2 (de) | Verfahren und Schlauchelement zum gleichmäßigen Absetzen einer Last auf einer Auflagerfläche | |
EP0063616B1 (de) | Rohrleitung aus Ortbeton und Verfahren zu ihrer Herstellung | |
DE102022000421A1 (de) | Leicht handhabbare Bügelvorrichtung zur Ausrichtung einer strangförmigen Abdichtung | |
EP1777351B1 (de) | Verfahren zur Herstellung eines Bauwerkteils, insbesondere einer Kellerwanne und danach hergestelltes Bauwerkteil | |
EP3176330B1 (de) | Abdeckung eines untergrundes | |
DE4011736A1 (de) | Verfahren zur herstellung von schaechten | |
DE8005152U1 (de) | Aus fertigteilringen zusammengesetzter kanalschacht, bei dem die beispielsweise aus beton, stahlbeton oder auch kunststoff bestehenden fertigteilringe unter zwischenschaltung von dichtungseinlagen aufeinanderliegen | |
WO1999042674A1 (de) | Bauelement-satz zum erstellen eines baukörpers, sowie verfahren zum herstellen und verwenden desselben | |
EP1457609B1 (de) | Gebäudegeschoss | |
DE4143043A1 (de) | Verfahren und dichtwand zur abdichtung von staumauern | |
DE2155456A1 (de) | Bausatz aus betonfertigteilen zum aufbau eines kellers fuer ein gebaeude | |
DE29915206U1 (de) | Frostschürze aus Styroporbeton | |
DE20014678U1 (de) | Fundamentabdichtung durch Kautschukplane | |
DE19537510A1 (de) | Baukonstruktion, Bausatz sowie Verfahren zu ihrer Herstellung | |
EP1081291A2 (de) | Verfahren zum Schutz von Kellerbauten gegen Grund- und Sickerwasser |
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: 20070117 |
|
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 NL PL PT RO SE SI SK TR |
|
DAX | Request for extension of the european patent (deleted) | ||
17Q | First examination report despatched |
Effective date: 20091126 |
|
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 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 Ref country code: CH Ref legal event code: NV Representative=s name: SCHMAUDER & PARTNER AG PATENT- UND MARKENANWAELTE |
|
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: SE Ref legal event code: TRGR |
|
REF | Corresponds to: |
Ref document number: 502005010392 Country of ref document: DE Date of ref document: 20101125 Kind code of ref document: P |
|
REG | Reference to a national code |
Ref country code: DK Ref legal event code: T3 |
|
REG | Reference to a national code |
Ref country code: ES Ref legal event code: FG2A Effective date: 20110118 |
|
REG | Reference to a national code |
Ref country code: NL Ref legal event code: T3 |
|
LTIE | Lt: invalidation of european patent or patent extension |
Effective date: 20101013 |
|
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: 20101013 |
|
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: 20101013 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: 20110113 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: 20101013 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: 20110213 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: 20110214 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: 20101013 |
|
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: 20110114 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: EE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20101013 |
|
PLBE | No opposition filed within time limit |
Free format text: ORIGINAL CODE: 0009261 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: 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: 20101013 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: 20101013 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: 20101013 |
|
26N | No opposition filed |
Effective date: 20110714 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R097 Ref document number: 502005010392 Country of ref document: DE Effective date: 20110714 |
|
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: 20110731 |
|
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: 20110725 Ref country code: CY Free format text: LAPSE BECAUSE OF EXPIRATION OF PROTECTION Effective date: 20101013 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: HU Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20101013 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: PLFP Year of fee payment: 12 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: IE Payment date: 20160725 Year of fee payment: 12 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: TR Payment date: 20160725 Year of fee payment: 12 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: PLFP Year of fee payment: 13 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: IT Payment date: 20170721 Year of fee payment: 13 Ref country code: CZ Payment date: 20170724 Year of fee payment: 13 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: BE Payment date: 20170720 Year of fee payment: 13 Ref country code: SE Payment date: 20170725 Year of fee payment: 13 Ref country code: DK Payment date: 20170721 Year of fee payment: 13 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: NL Payment date: 20180131 Year of fee payment: 13 |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: MM4A |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20170725 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: PLFP Year of fee payment: 14 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: FR Payment date: 20180823 Year of fee payment: 14 Ref country code: DE Payment date: 20180823 Year of fee payment: 14 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: GB Payment date: 20180823 Year of fee payment: 14 Ref country code: CH Payment date: 20180823 Year of fee payment: 14 Ref country code: AT Payment date: 20180827 Year of fee payment: 14 |
|
REG | Reference to a national code |
Ref country code: DK Ref legal event code: EBP Effective date: 20180731 |
|
REG | Reference to a national code |
Ref country code: NL Ref legal event code: MM Effective date: 20180801 |
|
REG | Reference to a national code |
Ref country code: BE Ref legal event code: MM Effective date: 20180731 |
|
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: 20180725 |
|
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: 20180801 Ref country code: SE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20180726 Ref country code: BE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20180731 |
|
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 NON-PAYMENT OF DUE FEES Effective date: 20180731 Ref country code: IT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20180725 |
|
REG | Reference to a national code |
Ref country code: ES Ref legal event code: FD2A Effective date: 20190917 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: ES Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20180726 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R119 Ref document number: 502005010392 Country of ref document: DE |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: MM01 Ref document number: 484631 Country of ref document: AT Kind code of ref document: T Effective date: 20190725 |
|
GBPC | Gb: european patent ceased through non-payment of renewal fee |
Effective date: 20190725 |
|
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: 20200201 Ref country code: AT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20190725 Ref country code: GB Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20190725 |
|
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: 20190731 Ref country code: CH Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20190731 |
|
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: 20190731 |
|
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 NON-PAYMENT OF DUE FEES Effective date: 20170725 |