EP1360379A1 - Erdanker - Google Patents
ErdankerInfo
- Publication number
- EP1360379A1 EP1360379A1 EP01909558A EP01909558A EP1360379A1 EP 1360379 A1 EP1360379 A1 EP 1360379A1 EP 01909558 A EP01909558 A EP 01909558A EP 01909558 A EP01909558 A EP 01909558A EP 1360379 A1 EP1360379 A1 EP 1360379A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- shaft
- screw
- blades
- ground anchor
- ground
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/74—Means for anchoring structural elements or bulkheads
- E02D5/80—Ground anchors
- E02D5/801—Ground anchors driven by screwing
Definitions
- the invention relates to an earth anchor for screwing into the ground, with a shaft that has a support part that can be placed on the ground in the region of its upper end and a handling device, with a plurality of helical spiral blades made of flat material that wind around the shaft and that run along the shaft are offset with a mutual spacing and each consist of a screw turn with upper and lower blade ends, the turn length of the individual blades being dimensioned at somewhat more than 360 °, so that the blade ends overlap in the circumferential direction to form a cutting gap which is delimited at the top and bottom, with an outer diameter of the blades that decreases from the support part to the lower end of the shaft from blade to blade.
- the shaft tip is designed in the manner of a wood screw shaft with a core which tapers conically towards the free lower shaft end and a continuous helical thread winding which winds around the core.
- An earth anchor with this shaft tip has increased stability after being screwed into the ground. However, it is essential that it is easier to screw into the ground. This is because the wood screw shaped
- Shaft tip pulls the shaft with the spaced-apart blades downwards and the spaced-apart blades are thus subjected to tension when screwed in or screwed down. They cut themselves into the ground, pulled down.
- the pitch angle of the screw thread turn in the region of the core of the shaft tip is greater than the pitch angle of the blades arranged at a distance. With this increased pitch angle, the shaft tip places an increased downward load on the ground anchor when screwing it in.
- the screw thread turn in the region of the shaft tip has a cross-sectional profile that tapers outwards in a wedge shape from the core.
- This wedge-shaped cross-sectional profile turns the shaft tip into a kind of drill that digs into the ground.
- the height of the screw turn, apart from the outlet area at the free end of the shaft tip is essentially constant.
- the shaft tip is arranged exactly centered on the shaft. Accurate centering is important for easy and clean entry into the floor.
- Ball cup in the swash head can be locked in a set waist position by means of a clamping screw. Careless or undesired adjustment of the intended position of the swash head can be avoided in this way.
- the clamping screw is a grub screw.
- the lowermost of the spaced-apart blades on the lower end edge has an offset that is reinforced compared to the other spaced-apart blades. This increased cranking of the lower end edge promotes easier screwing in.
- the ground anchor loosens when screwing it into the ground. It was suspected that the ground anchor therefore had a less tight fit. But this is a mistake. The loosening increases the seating strength and thus the resilience.
- the dimensions of the ground anchor are adapted to the respective conditions of use. It is suitable from the smallest dimension, for example for tent anchoring, to large dimensions for securing foundations in building construction.
- the drawing shows an earth anchor with a shaft, at the upper end of which a support part and a handling device are provided. Individual screw winding blades are arranged at a distance along the shaft.
- the shaft tip penetrating into the bottom and located at the bottom is designed as a wood screw shaft. It runs in a conical shape towards the free end and is provided on the outer wall with a continuous circumferential screw turn designed as a thread rib, the pitch angle of which is greater than that of the individual screw turn blades arranged at a distance.
- the ground anchor 1 shown in the drawing consists of a shaft 3, which is provided at its upper end with a support part 8.
- the support part 8 consists of a plate 8a and a collar 8b, which extends completely closed from the edge of the plate 8a downwards.
- the diameter of the support part 8 is, for example, 4 cm larger than that of screw winding blades 5, 6, 7, which are distributed along the shaft 3 at a mutual distance and are described in more detail. The diameter difference can also be greater than 4 cm.
- a fastening device 9 is attached, preferably welded, to the plate 8a. The shaft 3 reaches through the plate 8a into the fastening device 9.
- the blades 5.6.7 on the shaft 3 consist of flat sheet material. They wind individually around the shaft 3 and have a winding length that is somewhat larger than the length of a full winding turn of 360 °. In this way, a cutting gap 1 la results for each blade 5, 6, 7 in each case between the upper blade end 11 and the lower blade end 12 in the overlap region.
- the overlap can be 25 to 55 degrees. 35 to 45 degrees of angle are preferably used.
- the blades 5,6,7 run in planes radially to the shaft 3. While the Blades 5, 6, 7 at their upper end edges 1 lb preferably run out in the blade plane 1 lc, the lower end edges 12b are bent downwards. The offset at the lower end edge 12b of the lowermost blade 7 is more pronounced than that of the other blades 5,6.
- the bends of the end edges 12b have a positive influence on the insertion effect of the ground anchor.
- the slopes of the blades 5,6,7 are adapted to each other.
- the outer diameter of the blades 5, 6, 7 decreases evenly downward from the support part 8 to the shaft tip 10.
- the uppermost blade 5 has a distance from the support part 8, which can be less than the mutual distance of the blades 5,6,7.
- the handling device 9 has a swash head 13 which is fixed, for example, by welding it onto the plate 8.
- This wobble head 13 has a four or six-sided design on the outside for attaching a turning tool, not shown. With the help of such a tool, the ground anchor can be screwed into the ground.
- the swash head 13 has a spherical shell-shaped depression 13 a. In this recess 13a, a spherical shell 14a is inserted, to which, for example, a tube 14 can be welded.
- the spherical shell 14a with the tube 14 can be set to a desired swivel position within limits.
- the spherical shell 14a is provided with an opening 14b on the bottom.
- a clamping shell 15 is inserted into the spherical shell 14a.
- a set screw 17 screwed through the clamping shell 15 and the spherical shell 14a into a threaded bore 13b of the wobble head 13
- the spherical shell 14a is firmly connected to the clamping shell 15 in the desired position.
- the opening 14b in the spherical shell 14a must be large enough for this.
- a fence tube 18 can be attached to the tube 14.
- Fixing screws 19 can connect the tubes 14 and 18.
- a grub screw 20 is provided, which after
- Alignment of the spherical shell 14a with the tube 14 is screwed in and thereby presses against the spherical shell 14a; it digs into it and thus fixes it in the intended swivel position.
- a special shaft tip 22 is provided, which facilitates screwing the ground anchor into the ground.
- the shaft tip 22 is designed in the manner of the shaft of a wood screw.
- the core 23 of the shaft tip 22 is preferably welded to the end 21 of the shaft 3. Of course, other suitable fastenings are also conceivable and possible.
- the core 23 tapers from the attachment point 24 to its free end 25 an anchor tip 26 to.
- a continuous winding turn 27 winds around the core 23.
- the pitch angle of the helical thread turn 27 in the region of the core 23 of the shaft tip 22 is greater than the pitch angle of the blades 5, 6, 7 arranged at a distance.
- the shaft tip 22 thus ensures an improved retraction effect.
- the helical thread turn 27 has in the region of the shaft tip 22 a cross-sectional profile which tapers outwards in a wedge shape from the core 23. Apart from the outlet area 28 at the free end 25 of the shaft tip 22, the height of the screw thread turn 27 is preferably essentially constant.
- the ground anchor is made of steel and is preferably hot-dip galvanized. Other materials, such as stainless steel, are also suitable for large ground anchors for pipe supports or foundations of buildings or other structures. Plastic can also be used for light fixings such as tent cords.
Landscapes
- Engineering & Computer Science (AREA)
- Structural 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)
- Piles And Underground Anchors (AREA)
Description
Claims
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PCT/DE2001/000424 WO2002061210A1 (de) | 2001-02-02 | 2001-02-02 | Erdanker |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1360379A1 true EP1360379A1 (de) | 2003-11-12 |
EP1360379B1 EP1360379B1 (de) | 2004-10-13 |
Family
ID=5648213
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP01909558A Expired - Lifetime EP1360379B1 (de) | 2001-02-02 | 2001-02-02 | Erdanker |
Country Status (10)
Country | Link |
---|---|
US (1) | US20040103599A1 (de) |
EP (1) | EP1360379B1 (de) |
JP (1) | JP2004520505A (de) |
CN (1) | CN1217067C (de) |
AT (1) | ATE279590T1 (de) |
BR (1) | BR0116868A (de) |
CA (1) | CA2437299A1 (de) |
DE (2) | DE50104153D1 (de) |
ES (1) | ES2231450T3 (de) |
WO (1) | WO2002061210A1 (de) |
Families Citing this family (19)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB0405675D0 (en) * | 2004-03-13 | 2004-04-21 | Access To Design Ltd | Anchors |
GB0506909D0 (en) * | 2005-04-05 | 2005-05-11 | Fergus Johnathan A | An anchoring device |
AU2007295941A1 (en) * | 2006-09-12 | 2008-03-20 | Mawsafe Products Pty Ltd | Barrier |
GB0711903D0 (en) * | 2007-06-20 | 2007-07-25 | Anchor Systems Europ Ltd | Post anchor |
JP5567938B2 (ja) * | 2010-08-24 | 2014-08-06 | 康納 沈 | 家屋ユニットの杭基礎 |
CN104057424A (zh) * | 2013-03-22 | 2014-09-24 | 高林 | 一种地钻套筒 |
DE102013104773A1 (de) | 2013-05-08 | 2014-11-13 | Jörg Pagels | Bodenanker |
CN103541656B (zh) * | 2013-09-22 | 2016-03-30 | 广州供电局有限公司 | 液压打锚机硬地钻 |
US9133595B2 (en) * | 2013-12-03 | 2015-09-15 | Hubbell Incorporated | Bent blade screw ground anchor |
BE1022054B1 (fr) * | 2014-06-26 | 2016-02-10 | Rbs Sprl | Patte de fixation pour element de construction |
EP3329051B1 (de) * | 2015-07-28 | 2020-07-08 | Recycled Plastic Foundations Pty Ltd | Stützpfostenverbesserungen |
US10352014B1 (en) * | 2016-05-14 | 2019-07-16 | Michael Baptiste | Ground anchor |
US10119291B2 (en) * | 2017-02-17 | 2018-11-06 | James McKinion | Free-standing load support system |
CN108590327B (zh) * | 2018-05-23 | 2024-03-12 | 盐城市佰瑞达体育用品有限公司 | 一种新型帐篷钉 |
US11522488B2 (en) * | 2019-05-07 | 2022-12-06 | Solar Foundations Usa, Inc. | Vertical column |
US11306457B2 (en) * | 2020-06-03 | 2022-04-19 | Jason M. Pickel | Swimming pool cover tie-down anchoring system |
DE102020124903A1 (de) | 2020-09-24 | 2022-03-24 | Maxerio GmbH | Erdanker zum einbringen in den boden |
CN113969799B (zh) * | 2021-12-06 | 2023-12-22 | 辽宁沈通电力桩基础研发有限公司 | 一种长短螺旋锚 |
USD992401S1 (en) * | 2022-09-04 | 2023-07-18 | Hangzhou Zero Zero Two Intellectual Property Co., Ltd. | Ground anchor |
Family Cites Families (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US94124A (en) * | 1869-08-24 | Improvement in fence-posts | ||
US289149A (en) * | 1883-11-27 | Dayid b | ||
US2603319A (en) * | 1952-07-15 | Ground anchor v | ||
US2999572A (en) * | 1958-02-12 | 1961-09-12 | John D Hinckley | Earth anchor |
US3295274A (en) * | 1964-12-10 | 1967-01-03 | Kalb Toys Inc De | Combination of pole anchor with a gym set or the like |
GB9300674D0 (en) * | 1993-01-15 | 1993-03-03 | Terra Lock Limited | A ground anchor |
DE4424339C2 (de) * | 1994-07-11 | 1999-02-11 | Arthur Keck | Erdanker |
US5457918A (en) * | 1995-03-06 | 1995-10-17 | Plourde; Bernard | Anchoring device for umbrellas |
DE29710839U1 (de) * | 1997-06-20 | 1997-08-14 | Stahlbau Gohlis GmbH, 01462 Gohlis | Erdschraube |
US6058662A (en) * | 1997-07-18 | 2000-05-09 | Secure Products, Llc | Earth anchors and methods for their use |
US6032880A (en) * | 1998-06-04 | 2000-03-07 | Verrills; Robert H. | Ground spike for a sun umbrella |
FR2786229B1 (fr) * | 1998-11-19 | 2001-01-26 | Vissal Sa | Vis a bois ou analogue a vissage ameliore et a deux entrees |
US6702239B2 (en) * | 2002-01-29 | 2004-03-09 | Jim R. Boucher | Apparatus and method for supporting the trunk of a tree |
-
2001
- 2001-02-02 JP JP2002561136A patent/JP2004520505A/ja active Pending
- 2001-02-02 WO PCT/DE2001/000424 patent/WO2002061210A1/de active IP Right Grant
- 2001-02-02 CN CN018230180A patent/CN1217067C/zh not_active Expired - Fee Related
- 2001-02-02 US US10/467,138 patent/US20040103599A1/en not_active Abandoned
- 2001-02-02 DE DE2001504153 patent/DE50104153D1/de not_active Expired - Fee Related
- 2001-02-02 AT AT01909558T patent/ATE279590T1/de not_active IP Right Cessation
- 2001-02-02 ES ES01909558T patent/ES2231450T3/es not_active Expired - Lifetime
- 2001-02-02 DE DE10195936T patent/DE10195936D2/de not_active Expired - Fee Related
- 2001-02-02 CA CA002437299A patent/CA2437299A1/en not_active Abandoned
- 2001-02-02 BR BR0116868-1A patent/BR0116868A/pt not_active IP Right Cessation
- 2001-02-02 EP EP01909558A patent/EP1360379B1/de not_active Expired - Lifetime
Non-Patent Citations (1)
Title |
---|
See references of WO02061210A1 * |
Also Published As
Publication number | Publication date |
---|---|
CA2437299A1 (en) | 2002-08-08 |
CN1217067C (zh) | 2005-08-31 |
WO2002061210A1 (de) | 2002-08-08 |
ATE279590T1 (de) | 2004-10-15 |
CN1492959A (zh) | 2004-04-28 |
ES2231450T3 (es) | 2005-05-16 |
US20040103599A1 (en) | 2004-06-03 |
BR0116868A (pt) | 2004-03-30 |
DE50104153D1 (de) | 2004-11-18 |
DE10195936D2 (de) | 2003-12-24 |
JP2004520505A (ja) | 2004-07-08 |
EP1360379B1 (de) | 2004-10-13 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP1360379B1 (de) | Erdanker | |
EP2171179B1 (de) | Bohrfundament | |
EP0918164A1 (de) | Distanzschraube | |
WO1987002734A1 (en) | Device for anchoring bar-shaped objects, in particular poles in the soil | |
DE202020104197U1 (de) | Baugerüst | |
DE202018103518U1 (de) | Vorrichtung zur Befestigung eines Aufbaus, insbesondere eines stab-, pfosten- oder rohrförmigen Gegenstandes | |
EP2708659B1 (de) | Justierbarer Flansch für einen Turm einer Windkraftanalge | |
DE4424339C2 (de) | Erdanker | |
DE3507269A1 (de) | Bodenduebel | |
DE102010037831A1 (de) | Befestigungsvorrichtung an einem Gebäude | |
DE202009018841U1 (de) | Bohrfundament mit zylindrischem Grundkörper | |
DE202019107058U1 (de) | Bodendübelsystem | |
DE9421620U1 (de) | Erdanker | |
DE102020134623B4 (de) | Befestigungsanordnung zur Bodenbefestigung | |
DE202007004565U1 (de) | Fundamenteinrichtung zur Verankerung von Bauteilen im Erdreich | |
AT206160B (de) | Konisches oder pyramidenförmiges Dach | |
EP3260632B1 (de) | Stützfuss | |
DE102022119896A1 (de) | Befestigungselement mit Einsatzelement, insbesondere für Solarpanele | |
AT413570B (de) | Vorrichtung zur befestigung von fahnen | |
EP0740088B1 (de) | Wandhalter | |
DE202017104387U1 (de) | Stab zur Verankerung im Erdreich - Bodenanker | |
EP0607462A1 (de) | Doppelboden | |
DE19809248C2 (de) | Spindeltreppenbefestigung | |
DE102021134573A1 (de) | Befestigungselement, insbesondere für Solarpanele | |
EP4302023A1 (de) | Befestigungselement, insbesondere für solarpanele |
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: 20030902 |
|
AK | Designated contracting states |
Kind code of ref document: A1 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 |
|
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 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: LT LV SI |
|
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;WARNING: LAPSES OF ITALIAN PATENTS WITH EFFECTIVE DATE BEFORE 2007 MAY HAVE OCCURRED AT ANY TIME BEFORE 2007. THE CORRECT EFFECTIVE DATE MAY BE DIFFERENT FROM THE ONE RECORDED. Effective date: 20041013 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: 20041013 |
|
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 |
|
GBT | Gb: translation of ep patent filed (gb section 77(6)(a)/1977) |
Effective date: 20041013 |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: FG4D Free format text: GERMAN |
|
REF | Corresponds to: |
Ref document number: 50104153 Country of ref document: DE Date of ref document: 20041118 Kind code of ref document: P |
|
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: 20050113 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: 20050113 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: 20050113 |
|
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: 20050202 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: 20050202 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: TR Payment date: 20050209 Year of fee payment: 5 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: NL Payment date: 20050215 Year of fee payment: 5 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: NV Representative=s name: TROESCH SCHEIDEGGER WERNER AG |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: FR Payment date: 20050216 Year of fee payment: 5 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: BE Payment date: 20050218 Year of fee payment: 5 Ref country code: AT Payment date: 20050218 Year of fee payment: 5 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: IE Payment date: 20050223 Year of fee payment: 5 |
|
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: 20050228 |
|
LTIE | Lt: invalidation of european patent or patent extension |
Effective date: 20041013 |
|
REG | Reference to a national code |
Ref country code: ES Ref legal event code: FG2A Ref document number: 2231450 Country of ref document: ES Kind code of ref document: T3 |
|
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: 20050714 |
|
ET | Fr: translation filed | ||
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: 20060202 Ref country code: AT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20060202 |
|
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: 20060228 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 20060627 Year of fee payment: 6 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: GB Payment date: 20060628 Year of fee payment: 6 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: CH Payment date: 20060724 Year of fee payment: 6 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: ES Payment date: 20060828 Year of fee payment: 6 |
|
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: 20060901 |
|
NLV4 | Nl: lapsed or anulled due to non-payment of the annual fee |
Effective date: 20060901 |
|
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: 20061031 |
|
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: 20070228 Ref country code: CH Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20070228 |
|
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: 20070202 |
|
BERE | Be: lapsed |
Owner name: *KECK ARTHUR Effective date: 20060228 |
|
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 NON-PAYMENT OF DUE FEES Effective date: 20050313 |
|
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: 20060228 Ref country code: DE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20070901 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: GB Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20070202 |
|
REG | Reference to a national code |
Ref country code: ES Ref legal event code: FD2A Effective date: 20070203 |
|
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: 20070203 |
|
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: 20041013 |