EP1524371B1 - Kanalauskleidungsbauteil und Herstellungsverfahren - Google Patents

Kanalauskleidungsbauteil und Herstellungsverfahren Download PDF

Info

Publication number
EP1524371B1
EP1524371B1 EP04425418A EP04425418A EP1524371B1 EP 1524371 B1 EP1524371 B1 EP 1524371B1 EP 04425418 A EP04425418 A EP 04425418A EP 04425418 A EP04425418 A EP 04425418A EP 1524371 B1 EP1524371 B1 EP 1524371B1
Authority
EP
European Patent Office
Prior art keywords
geomat
prefabricated
prefabricated element
soil
channel
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.)
Expired - Lifetime
Application number
EP04425418A
Other languages
English (en)
French (fr)
Other versions
EP1524371A3 (de
EP1524371A2 (de
Inventor
Marco Caldani
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.)
Caldani Srl
Original Assignee
Caldani Srl
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 Caldani Srl filed Critical Caldani Srl
Publication of EP1524371A2 publication Critical patent/EP1524371A2/de
Publication of EP1524371A3 publication Critical patent/EP1524371A3/de
Application granted granted Critical
Publication of EP1524371B1 publication Critical patent/EP1524371B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B5/00—Artificial water canals, e.g. irrigation canals
    • E02B5/02—Making or lining canals
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E02B3/122—Flexible prefabricated covering elements, e.g. mats, strips
    • E02B3/126—Flexible prefabricated covering elements, e.g. mats, strips mainly consisting of bituminous material or synthetic resins
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00—Excavations; Bordering of excavations; Making embankments
    • E02D17/20—Securing of slopes or inclines
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2/00—General structure of permanent way

Definitions

  • a channel lining structure for a gutter or diversion ditch which includes a prefabricated element forming the base of a channel, having lateral portions generally inclined upward so that they cover the lower portions of the walls of the channel, and an associated "geomat", in other words a mat for covering the soil with an irregularly interlaced loose mesh described more fully below, extending outward from at least one lateral portion of the prefabricated element.
  • the prefabricated elements 1 have front and rear edges 13 and 14 shaped in such a way as to provide a connection by interlocking or adjacent positioning with complementary designs, thus allowing a connection between the various prefabricated elements which is continuous, simple, and prevents slippage of the various elements or their misalignment with each other.
  • This configuration with complementary profiles to allow the interlocking of the elements can be, for example, of the step type, the ramp type, the male and female groove type, or can have any other type of suitable profile indicated in a general way by 15 in Figure 3 .
  • the term "rear” denotes the upstream edge with respect to the direction of flow of the water in the channel.
  • the mesh projecting from the shaped section according to the invention is preferably provided with a corrosion-proof coating, such as galvanizing treatment, or treatment with any other material capable of resisting oxidation at least for the whole of the period required for the growth of the vegetation.
  • a corrosion-proof coating such as galvanizing treatment, or treatment with any other material capable of resisting oxidation at least for the whole of the period required for the growth of the vegetation.

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Mechanical Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Ocean & Marine Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Road Paving Structures (AREA)
  • Catching Or Destruction (AREA)
  • Farming Of Fish And Shellfish (AREA)
  • Sewage (AREA)

Claims (19)

  1. Eine Kanal auskleidende Struktur für eine Abflussrinne (C) oder einen Auffanggraben (F), einschliesslich eines vorgefertigten Elements (1), welches einen Boden (10) umfasst, der dabei den Boden eines Kanals (C) bildet, insbesondere eines Kanals anliegend an ein Strassenbett (S), Schienenbett oder dergleichen, welches seitliche Teile (11, 12) aufweist, die allgemein nach oben geneigt sind, um die unteren Teile der Kanalwände zu bedecken, wobei das vorgefertigte Element, welches aus verstärktem Beton hergestellt ist, eine Vorderkante (13) und eine Hinterkante (14) besitzt, wobei das vorgefertigte Element mit einem Erweiterungselement in der Form eines Netzes (4) zur Verfügung gestellt wird, welches in mindestens einem Seitenteil des vorgefertigten Teils eingelassen ist,
    dadurch gekennzeichnet, dass
    das vorgefertigte Element (1) mit einer Geomatte (2) im Zusammenhang steht, welches nach oben von besagtem vorgefertigtem Element absteht, im Wesentlichen in der Form eines Verlängerungsstückes von mindestens einem Seitenteil des Elements, wobei die Geomatte (2) durch Anschlussmittel an das Erweiterungselement (4) fixiert ist, wobei die Anschlussmittel Erdnägel (5) sind, um das Gitter (4) und die Geomatte (2) miteinander an den Boden zu fixieren.
  2. Struktur nach Anspruch 1, dadurch gekennzeichnet, dass der Boden des vorgefertigten Elements longitudinale Furchen (10') aufweist, welche, wenn mit Erde gefüllt, das Vegetationswachstum am Boden besagter Furchen mit der Entstehung einer Pflanzendecke, die den negativen Umwelteinfluss vermindert, erlaubt.
  3. Struktur nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass das vorgefertigte Element entfernbare Gewinderingbolzen hat, die in Gewindegehäuse eingepasste sind, welche in das Material der vorgefertigten Elements eingelassen sind sind, um die Handhabung und die Installation des Elements erlauben.
  4. Struktur nach einer der vorhergehenden Anspruche, dadurch gekennzeichnet, dass das vorgefertigte Element im Wesentlichen halbringförmige Stahlkappenelemente hat, die in das Material des vorgefertigten Elements zur Handhabung und Installation des Elements eingelassen sind.
  5. Struktur nach Anspruch 1, dadurch gekennzeichnet, dass die Geomatte aus synthetischem Material aus einer Gruppe besteht, die Nylon, Polypropylen, Polyethylen und Polyethylen hoher Dichte umfasst.
  6. Struktur nach Anspruch 1, dadurch gekennzeichnet, dass die Erdnägel (5) die Form eines umgedrehten U's, eines umgedrehten L's oder eines umgedrehten T's besitzen, um das Gitter und die Geomatte durch das Einschlagen dieser in den Grund zu verbinden.
  7. Struktur nach Anspruch 1, dadurch gekennzeichnet, dass das Gitter (4) ein Metalgitter ist, welches mit Korrosionsschutzbeschichtung ausgestattet ist.
  8. Struktur nach Anspruch 7, dadurch gekennzeichnet, dass die Korrosionsschutzbeschichtung aus einer Verzinkungsbehandlung besteht.
  9. Struktur nach einem oder mehreren der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass die Vorder- und die Hinterkanten (13, 14) des vorgefertigten Elements Enden mit Furchen und Vorsprüngen derart in komplementärer Form haben, dass die Vorderkante eines vorgefertigten Elements in das entsprechende Gehäuse der Hinterkante eines aufeinander folgenden, vorgefertigten Elements in Bezug auf die Flussrichtung des Wassers im Kanal greift.
  10. Struktur nach einem oder mehreren der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass die Vorder- und Hinterkanten (13, 14) des vorgefertigten Elements derart wechselhaft gestufte Enden aufweisen, dass die Vorderkante (13) eines vorgefertigten Elements auf die Hinterkante (14) eines darauffolgenden vorgefertigten Elements in Bezug auf die Flussrichtung des Wassers im Kanal überlappt.
  11. Verfahren zur Installation der Kanal auskleidenden Struktur nach einem oder mehreren der vorhergehenden Ansprüche, welche folgenden Schritte beinhaltet:
    - Einebnung und Modellierung der auszukleidenden Oberfläche, und Entfernung von Bodenmulden, kleinen Erhebungen, Geröll und Geäst;
    - Bildung eines Grabens oberhalb des Hangs;
    - Positionierung einer Ecklasche der Geomatte (2) innerhalb des Grabens, Fixierung mit Erdnägeln (5) und Bedeckung mit aus der Grabung gewonnenen Bodens;
    - Ausbreitung der Geomatte (2) entlang der Linie der grösstmöglichen Neigung des Gefälles und Überlappung angrenzender Geomattenbahnen in die mögliche Richtung des Wasserflusses;
    - Fixierung der Geomatte (2) an den Boden;
    - Installation eines vorgefertigten Elements (1), welches Teile eines Metallnetzes (4) mit einer Korrosionsschutzbeschichtung aufweist, das von den Seitenteilen (11, 12) des vorgefertigten Elements absteht; und
    - Verbindung des mit Korrosionsschutzbeschichtung ausgestatteten Metallnetzes (4) mit der Geomatte (2) mit Hilfe von Erdnägeln (5).
  12. Verfahren nach Anspruch 11, in welchem die vorgefertigten Elemente durch griffige, entfernbare Gewinderingbolzen gehandhabt und installiert werden, die in Gewindegehäuse eingepasst sind und in das Material der vorgefertigten Elemente eingelassen sind.
  13. Verfahren nach Anspruch 11, in welchen die vorgefertigten Elemente durch griffige, im Wesentlichen halb-ringfömige Stahlkappenelemente gehandhabt und installiert werden, die in das Material der vorgefertigten Elemente eingelassen sind.
  14. Verfahren nach Anspruch 11, das zusätzlich das Befüllen der longitudinalen Furchen (10') am Boden der vorgefertigten Elemente mit Boden und die nachträgliche Ansaat dieses Bodens umfasst.
  15. Verfahren nach Anspruch 11, das zusätzlich die Wasseransaat der longitudinalen Furchen am Boden der vorgefertigten Elemente umfasst.
  16. Verfahren nach einem oder mehreren der vorhergehenden Ansprüche 11 - 15, das zusätzlich die Bepflanzung von Sträuchern und Stecklingen an den Hängen durch L-förmige Schnitte in die Geomatte umfasst.
  17. Verfahren nach einem oder mehreren der vorhergehenden Ansprüche 11 - 16, das zusätzlich das Auffüllen der Geomatte (2) mit Kulturboden umfasst.
  18. Verfahren nach Anspruch 17, das zusätzlich die Aussaat des Bodens unter der Geomatte (2) mit einer geeigneten Saatmischung ausgewählter Pflanzenspezies, und die Düngung und Bewässerung des Bodens umfasst.
  19. Verfahren nach einem oder mehreren der vorhergehenden Ansprüche 11 - 19, das das Auffüllen der Geomatte (2) mit Schotter und damit die Asphaltierung der befüllten Geomatte auf diese Art umfasst.
EP04425418A 2003-10-17 2004-06-08 Kanalauskleidungsbauteil und Herstellungsverfahren Expired - Lifetime EP1524371B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
IT000481A ITRM20030481A1 (it) 2003-10-17 2003-10-17 Struttura di rivestimento di canaletta di cunetta o fosso di guardia e procedimento per la sua posa in opera.
ITRM20030481 2003-10-17

Publications (3)

Publication Number Publication Date
EP1524371A2 EP1524371A2 (de) 2005-04-20
EP1524371A3 EP1524371A3 (de) 2006-06-28
EP1524371B1 true EP1524371B1 (de) 2012-05-09

Family

ID=30131623

Family Applications (1)

Application Number Title Priority Date Filing Date
EP04425418A Expired - Lifetime EP1524371B1 (de) 2003-10-17 2004-06-08 Kanalauskleidungsbauteil und Herstellungsverfahren

Country Status (3)

Country Link
EP (1) EP1524371B1 (de)
AT (1) ATE557134T1 (de)
IT (1) ITRM20030481A1 (de)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2385986C1 (ru) * 2009-02-09 2010-04-10 Василий Петрович Ягин Гидротехнический канал, заглубленный в многолетнемерзлые грунты склона, и способ его создания
RU2385985C1 (ru) * 2009-02-09 2010-04-10 Василий Петрович Ягин Гидротехнический канал на многолетнемерзлых грунтах склона
RU2392376C1 (ru) * 2009-04-15 2010-06-20 Наталья Сергеевна Троян Гидротехнический канал в условиях многолетнемерзлых грунтов склона
JP6309148B1 (ja) * 2017-07-21 2018-04-11 有限会社キシムラ 防砂シート敷設構造
CN115025925B (zh) * 2022-06-14 2023-05-12 刘丹 一种水利工程排水结构的防腐处理设备及其工作方法
CN119373145B (zh) * 2024-12-27 2025-04-15 杭州江润科技有限公司 锚杆装配式挡墙封边围堰回填种植土复绿体系及施工方法

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2106968B (en) * 1981-09-30 1985-01-03 John Kenneth Hoare Anti-erosion device

Also Published As

Publication number Publication date
EP1524371A3 (de) 2006-06-28
ITRM20030481A0 (it) 2003-10-17
ITRM20030481A1 (it) 2005-04-18
ATE557134T1 (de) 2012-05-15
EP1524371A2 (de) 2005-04-20

Similar Documents

Publication Publication Date Title
CN101818499B (zh) 高陡岩质边坡植被重建系统及该系统的实施方法
CN111021375A (zh) 一种矿山地质环境恢复治理方法
CN110984189A (zh) 一种边坡生态修复系统及方法
EP1524371B1 (de) Kanalauskleidungsbauteil und Herstellungsverfahren
CN114164844A (zh) 一种方格网式有机材护坡结构施工方法
JPH0941384A (ja) 法面の補強・緑化工法およびその袋体
CN206267161U (zh) 一种适用于土质边坡的三维植被网护坡施工结构
CN205893868U (zh) 一种生态步道
CN119843681B (zh) 防止沟头溯源侵蚀的治理方法
KR100648884B1 (ko) 암절개지사면 토사 및 조경식재 유실방지구조
KR100884017B1 (ko) 자연환경 복원형 경사면의 시공방법
KR102261999B1 (ko) 친환경 식생 토낭 철망 키트를 이용한 배수로 및 경사면 사방복구 옹벽 쌓기 시공방법
CN211849515U (zh) 装配式边坡防护结构及采用该防护结构的公路
JP2001182064A (ja) 法面、壁面、岸面等の保護緑化構造
KR20060075707A (ko) 앵커식 개비온을 이용한 식생 매트의 설치 구조와 이를이용한 사면 안정화 공법
KR20090075476A (ko) 사면녹화공법
KR20090055149A (ko) 배수관용 비탈면의 보호 블록
KR100641583B1 (ko) 보강토 옹벽 축조 방법
RU2182749C1 (ru) Способ ликвидации эрозионно опасных участков
CN1807772A (zh) 单层、多层无纺面料保护边坡基质的绿化施工结构
KR100689638B1 (ko) 금속재 전면판을 이용한 녹화용 조립식 보강토 옹벽과 이옹벽의 시공방법
CN118686118B (zh) 一种减少边坡水土流失的护坡结构及方法
CN116752552B (zh) 一种山体客土喷播和防冲刷系统
JP2000166386A (ja) 植物成長抑制マットと筒状体
KR102782861B1 (ko) 생태옹벽구조물 및 그 시공방법

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

AX Request for extension of the european patent

Extension state: AL HR LT LV MK

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

AX Request for extension of the european patent

Extension state: AL HR LT LV MK

RIC1 Information provided on ipc code assigned before grant

Ipc: E02D 17/20 20060101ALI20060519BHEP

Ipc: E02B 3/12 20060101AFI20060519BHEP

17P Request for examination filed

Effective date: 20061113

AKX Designation fees paid

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

17Q First examination report despatched

Effective date: 20070724

REG Reference to a national code

Ref country code: DE

Ref legal event code: R079

Ref document number: 602004037731

Country of ref document: DE

Free format text: PREVIOUS MAIN CLASS: E02D0017200000

Ipc: E02B0005020000

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

RIC1 Information provided on ipc code assigned before grant

Ipc: E02D 17/20 20060101ALI20111109BHEP

Ipc: E02B 3/12 20060101ALI20111109BHEP

Ipc: E02B 5/02 20060101AFI20111109BHEP

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 IT LI LU MC NL PL PT RO SE SI SK TR

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

REG Reference to a national code

Ref country code: AT

Ref legal event code: REF

Ref document number: 557134

Country of ref document: AT

Kind code of ref document: T

Effective date: 20120515

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 602004037731

Country of ref document: DE

Effective date: 20120705

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: ISLER & PEDRAZZINI AG

REG Reference to a national code

Ref country code: NL

Ref legal event code: VDEP

Effective date: 20120509

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: 20120509

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: 20120509

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: 20120509

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: 20120509

REG Reference to a national code

Ref country code: AT

Ref legal event code: MK05

Ref document number: 557134

Country of ref document: AT

Kind code of ref document: T

Effective date: 20120509

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: 20120509

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: 20120810

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: 20120910

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

Effective date: 20120509

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

Ref country code: DE

Payment date: 20120720

Year of fee payment: 9

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

Ref country code: NL

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

Effective date: 20120509

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: 20120509

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: 20120509

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: 20120509

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: 20120509

Ref country code: MC

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

Effective date: 20120630

Ref country code: AT

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: 20120509

Ref country code: CZ

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

Effective date: 20120509

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

REG Reference to a national code

Ref country code: IE

Ref legal event code: MM4A

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20130228

26N No opposition filed

Effective date: 20130212

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

Effective date: 20120809

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: 20120709

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: 20120820

Ref country code: IE

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

Effective date: 20120608

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 602004037731

Country of ref document: DE

Effective date: 20130212

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

Ref country code: BG

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

Effective date: 20120809

Ref country code: GB

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

Effective date: 20120809

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: R119

Ref document number: 602004037731

Country of ref document: DE

Effective date: 20140101

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: 20140101

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: 20120509

Ref country code: LI

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

Effective date: 20130630

Ref country code: CH

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

Effective date: 20130630

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: 20120608

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: 20040608

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

Ref country code: IT

Payment date: 20140429

Year of fee payment: 11

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: 20150608