EP0663475A1 - Vorrichtung zur vor Ort-Herstellung von Pfählen aus verfestigter und verdichteter Erde - Google Patents

Vorrichtung zur vor Ort-Herstellung von Pfählen aus verfestigter und verdichteter Erde Download PDF

Info

Publication number
EP0663475A1
EP0663475A1 EP95400033A EP95400033A EP0663475A1 EP 0663475 A1 EP0663475 A1 EP 0663475A1 EP 95400033 A EP95400033 A EP 95400033A EP 95400033 A EP95400033 A EP 95400033A EP 0663475 A1 EP0663475 A1 EP 0663475A1
Authority
EP
European Patent Office
Prior art keywords
augers
auger
shafts
axes
centered
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
EP95400033A
Other languages
English (en)
French (fr)
Other versions
EP0663475B1 (de
Inventor
Jean-Claude Gessay
Alain Deniau
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.)
Soletanche Bachy France
Original Assignee
SIF ENTREPRISE
Sondages Injections Forages SIF Enterprise Bachy
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 SIF ENTREPRISE, Sondages Injections Forages SIF Enterprise Bachy filed Critical SIF ENTREPRISE
Publication of EP0663475A1 publication Critical patent/EP0663475A1/de
Application granted granted Critical
Publication of EP0663475B1 publication Critical patent/EP0663475B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/18—Bulkheads or similar walls made solely of concrete in situ
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/12—Consolidating by placing solidifying or pore-filling substances in the soil
    • E02D3/126—Consolidating by placing solidifying or pore-filling substances in the soil and mixing by rotating blades

Definitions

  • the invention relates to an improved device for the production in place of columns of stabilized and compacted soil.
  • EP-B-0 161 974 describes a process for the production in place of columns of stabilized and compacted soil. This method comprises a first phase consisting in driving into the ground a rotary drilling tool disintegrating the ground and mixing it with a filler material, and during which an upward movement is imparted to at least part of the disaggregated ground.
  • a device is used, as drilling tool, which comprises at least two parallel shafts, each shaft driving in rotation of an auger, each auger being provided at its end opposite the drive shaft with a disaggregating drilling head and the distance between the axes of the augers being less than the diameter of an auger, the shafts and barrels of the augers comprising a bore connected to a source of filler material and at least one orifice communicating with said bore being provided on the barrel of each auger for discharging er the filler material, the augers being of opposite pitch and being rotated in opposite directions and which further comprises means for reversing the direction of rotation of the augers, in that the first phase is carried out driving said device into the ground while discharging a filler material through said orifice so as to mix it with the disaggregated ground, and in that the second phase is carried out, after having reversed the direction of rotation of the augers,
  • EP-B-0 161 974 claims, moreover, a device suitable for implementing said method which comprises at least two augers, it specifically describes only one device with only two augers.
  • the object of the invention is precisely to provide such a device.
  • the invention relates to a device for producing columns of stabilized and compacted soil in place, of the type which comprises at least two parallel shafts, each shaft driving an auger in rotation, each auger being provided at its end opposite the shaft. for driving a disaggregating drilling head and the distance between the axes of the augers being less than the diameter of an auger, the shafts and barrels of the augers having a bore and at least one orifice communicating with said bore being provided on the barrel of each auger for discharging filler material, the augers being of opposite pitch and being rotated in opposite directions and which further comprises means for reversing the direction of rotation of the augers, characterized in that it includes an even number n , at least equal to 4, of augers and in that, seen in cross section, the axes of the augers are centered at the vertices of a regular polygon of n sides.
  • the device preferably comprises a single motor driving, by an appropriate gearbox, all the augers, this in order to synchronize the augers in rotation, which is essential given their mutual nesting, but it is not obviously not excluded from using several drive motors, if desired, if, moreover, provision is made for adequate synchronization means of the rotation of the augers.
  • Figures 1 and 2 are schematic views in elevation and in cross section (along line II-II) respectively, of an embodiment of the device according to the invention.
  • Figures 3 and 4 are schematic cross-sectional views, at the augers, of other embodiments of the device of the invention.
  • the device represented in FIGS. 1 and 2 comprises the following elements:
  • Each auger is provided at its free end with a disaggregating drilling head 3 adapted to the nature of the ground. It can be, for example, as illustrated, a helical head, or a knife.
  • the distance X between the adjacent axes of the augers is less than the diameter of the augers so that the turns of the adjacent augers are effectively engaged one in the other so as to ensure a movement or forced flow of the disaggregated ground 4 by the augers.
  • each auger also has a bore 5a which communicates with the bore of the corresponding drive shaft, thus making it possible to bring the filler material or binder, coming from a source (not shown), by dry or wet to openings 6 formed on the height of the barrel of each auger so as to ensure intimate mixing with the disaggregated soil.
  • the length of the augers is adapted to the type of terrain and is usually less than the depth of the column to be produced.
  • augers instead of having a continuous helical profile, could be discontinuous, that is to say be replaced by a plurality of spaced propellers.
  • a number of double bearings 7, depending on the depth of the column to be produced, are distributed over the height of the drive shafts and augers so as to maintain their parallelism.
  • the four shafts 1 are rotated by means of a gear reversing reduction device 8, itself connected to a motor 9, which drives them and the augers, rotating in opposite directions and at the same speed.
  • This motor-reduction unit 8-9 can be carried by a drilling machine (not shown) installed on the surface in line with the column to be produced, either by means of a slide on which it can move longitudinally either freely or by through a translation device. Alternatively, it can be suspended from the boom of a lifting device (crane or other). In the latter case, the weight of the device can be adapted so that it exerts the desired bearing force.
  • Figure 3 schematically illustrates a device similar to that of Figures 1 and 2 except that it has six augers 2 instead of four.
  • the shafts 1 of these augers are arranged so that, in cross section, their axes are centered at the vertices of an imaginary regular hexagon H (shown in dotted lines).
  • Figure 4 schematically illustrates a device similar to that of Figures 1 and 2 except that it has eight augers 2 instead of four.
  • the shafts 1 of these augers are arranged so that, in cross section, their axes are centered at the vertices of an imaginary regular octagon O (shown in dotted lines).
  • the improved device of the invention is used in the same way as the device described in EP-B-0 161 974 to which reference will be made for more details.
  • the latter is free from the defect presented by the device of EP-B-0 161 974 when it is used in soft ground, and recalled in the preamble of this description.

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)
  • Agronomy & Crop Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Soil Sciences (AREA)
  • Soil Working Implements (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Earth Drilling (AREA)
  • Agricultural Machines (AREA)
  • Piles And Underground Anchors (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
EP95400033A 1994-01-14 1995-01-06 Vorrichtung zur vor Ort-Herstellung von Pfählen aus verfestigter und verdichteter Erde Expired - Lifetime EP0663475B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR9400380 1994-01-14
FR9400380A FR2715177B1 (fr) 1994-01-14 1994-01-14 Dispositif perfectionné pour la réalisation en place de colonnes de sol stabilisé et compacté.

Publications (2)

Publication Number Publication Date
EP0663475A1 true EP0663475A1 (de) 1995-07-19
EP0663475B1 EP0663475B1 (de) 1998-03-04

Family

ID=9459053

Family Applications (1)

Application Number Title Priority Date Filing Date
EP95400033A Expired - Lifetime EP0663475B1 (de) 1994-01-14 1995-01-06 Vorrichtung zur vor Ort-Herstellung von Pfählen aus verfestigter und verdichteter Erde

Country Status (12)

Country Link
US (1) US5738465A (de)
EP (1) EP0663475B1 (de)
JP (1) JPH0835223A (de)
AT (1) ATE163704T1 (de)
AU (1) AU682731B2 (de)
DE (1) DE69501668D1 (de)
DK (1) DK0663475T3 (de)
ES (1) ES2114723T3 (de)
FR (1) FR2715177B1 (de)
HK (1) HK1004609A1 (de)
MY (1) MY131724A (de)
SG (1) SG52201A1 (de)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1741836A1 (de) * 2005-06-28 2007-01-10 SOILMEC S.p.A. Verfahren und Vorrichtung zur in-situ Herstellung einer Schmalwand
EP2666911A1 (de) * 2012-05-25 2013-11-27 Bauer Spezialtiefbau GmbH Verfahren zum Herstellen einer Bodenmörtelwand im Boden
CN104631449A (zh) * 2015-02-28 2015-05-20 朱艳菊 平行四边形搅拌桩钻机
CN105507248A (zh) * 2015-12-31 2016-04-20 卢兴耐 工字桩与矩形桩梯形锁扣设备
CN105625393A (zh) * 2015-12-31 2016-06-01 宗琪 圆角平行四边形钻搅机
EP3508555A1 (de) * 2018-01-09 2019-07-10 Holcim Technology Ltd. Verfahren zur herstellung von untergrundfundamenten

Families Citing this family (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6183166B1 (en) * 1999-04-01 2001-02-06 Verne L. Schellhorn Method of centrifugally forming a subterranean soil-cement casing
DE102006028473A1 (de) * 2006-06-21 2007-12-27 Winter Von Adlersflügel, Johannes Bernhard Füllaggregat
ATE541991T1 (de) * 2007-05-10 2012-02-15 Luc Maria Hugo Corneel Smet Verbesserte bohrvorrichtung
US10161097B2 (en) * 2012-05-23 2018-12-25 Ext Co., Ltd. Hybrid foundation structure, and method for building same
CN102660953B (zh) * 2012-05-31 2014-10-29 福州市第三建筑工程公司 一种多管围连水泥维护体的成型设备及其施工方法
GB2525147B (en) * 2014-01-27 2020-09-09 Mmi Engineering Ltd Pile insertion
CN104153358A (zh) * 2014-08-26 2014-11-19 上海强劲地基工程股份有限公司 多排多轴水泥土搅拌桩钻机
CN104612140B (zh) * 2015-02-28 2016-05-18 宗超 π形水泥土桩墙机
JP6238088B2 (ja) * 2015-04-03 2017-11-29 学校法人関東学院 改良地盤及び地盤改良工法
CN104878752A (zh) * 2015-06-05 2015-09-02 朱艳菊 一种八边形水泥土成桩机的实施方法
CN104878749B (zh) * 2015-06-05 2016-11-30 华北水利水电大学 八边形水泥土成桩机
CN105019439B (zh) * 2015-06-05 2016-09-14 秦劳（上海）实业有限公司 八边形水泥土成桩机
CN105239566B (zh) * 2015-08-12 2017-01-25 河海大学 多头搅拌式现浇大直径管桩装置及其应用
CN105113488B (zh) * 2015-08-12 2017-05-03 河海大学 一种多头小直径长螺旋钻机在现浇大直径管桩中的施工方法
CN105421371A (zh) * 2015-12-31 2016-03-23 卢兴耐 组合型搅拌桩机
CN105442536A (zh) * 2015-12-31 2016-03-30 卢兴耐 矩形桩与h桩梯形锁扣设备
US11492774B2 (en) * 2019-01-04 2022-11-08 Ojjo, Inc. Systems, methods and machines for driving screw anchors

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2010361A (en) * 1977-12-14 1979-06-27 Bover K Method and Apparatus for Producing Slit Walls in the Ground
EP0161974A2 (de) * 1984-05-07 1985-11-21 Sondages Injections Forages "S.I.F." Entreprise Bachy Verfahren und Vorrichtung zum in situ-Herstellen von Pfählen aus verfestigter und verdichteter Erde

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3305271A (en) * 1963-07-16 1967-02-21 Galis Mfg Company Mining machine having cutting head with rotated and orbited cutters
SU744126A1 (ru) * 1978-01-31 1980-06-30 Ордена Трудового Красного Знамени Институт Горного Дела Им. А.А. Скочинского Исполнительный орган шнекобуровой машины
US4537536A (en) * 1983-10-18 1985-08-27 The Shimizu Construction Co., Ltd. Process and apparatus of constructing a water tight underground pile wall
DE69013136D1 (de) * 1990-01-11 1994-11-10 Seiko Kogyo K K Doppelrohreinrichtung zum Bohren und Kneten und Methode zur Verbesserung von Fundamentgrund mit dieser Doppelrohreinrichtung zum Bohren und Kneten.
US5275513A (en) * 1992-06-22 1994-01-04 E. I. Du Pont De Nemours And Company Apparatus and method for in-situ treatment of a medium
US5417522A (en) * 1993-09-23 1995-05-23 S. M. W. Seiko Soil fragmentation members and multiple lateral support structures for improved soil mixing and efficient boring for use on multi-shaft auger soil mixing apparatus

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2010361A (en) * 1977-12-14 1979-06-27 Bover K Method and Apparatus for Producing Slit Walls in the Ground
EP0161974A2 (de) * 1984-05-07 1985-11-21 Sondages Injections Forages "S.I.F." Entreprise Bachy Verfahren und Vorrichtung zum in situ-Herstellen von Pfählen aus verfestigter und verdichteter Erde

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1741836A1 (de) * 2005-06-28 2007-01-10 SOILMEC S.p.A. Verfahren und Vorrichtung zur in-situ Herstellung einer Schmalwand
EP2666911A1 (de) * 2012-05-25 2013-11-27 Bauer Spezialtiefbau GmbH Verfahren zum Herstellen einer Bodenmörtelwand im Boden
CN104631449A (zh) * 2015-02-28 2015-05-20 朱艳菊 平行四边形搅拌桩钻机
CN104631449B (zh) * 2015-02-28 2016-05-25 卢兴耐 平行四边形搅拌桩钻机
CN105507248A (zh) * 2015-12-31 2016-04-20 卢兴耐 工字桩与矩形桩梯形锁扣设备
CN105625393A (zh) * 2015-12-31 2016-06-01 宗琪 圆角平行四边形钻搅机
EP3508555A1 (de) * 2018-01-09 2019-07-10 Holcim Technology Ltd. Verfahren zur herstellung von untergrundfundamenten
WO2019138319A3 (en) * 2018-01-09 2019-10-03 Holcim Technology Ltd Method for the production of underground foundations

Also Published As

Publication number Publication date
HK1004609A1 (en) 1998-11-27
ES2114723T3 (es) 1998-06-01
SG52201A1 (en) 1998-09-28
JPH0835223A (ja) 1996-02-06
MY131724A (en) 2007-08-30
DK0663475T3 (da) 1998-09-28
EP0663475B1 (de) 1998-03-04
FR2715177B1 (fr) 1996-03-01
DE69501668D1 (de) 1998-04-09
AU682731B2 (en) 1997-10-16
ATE163704T1 (de) 1998-03-15
AU1013395A (en) 1995-07-27
FR2715177A1 (fr) 1995-07-21
US5738465A (en) 1998-04-14

Similar Documents

Publication Publication Date Title
EP0663475B1 (de) Vorrichtung zur vor Ort-Herstellung von Pfählen aus verfestigter und verdichteter Erde
EP0161974B1 (de) Verfahren und Vorrichtung zum in situ-Herstellen von Pfählen aus verfestigter und verdichteter Erde
EP2002061B1 (de) Bohrwerkzeug
AU666943B2 (en) Shield tunnelling machine
FR2495216A1 (fr) Trepan de forage
EP0114016A1 (de) Bohrmeissel für kombiniertes Dreh- und Strahlbohren
EP0072072A1 (de) Bohrvorrichtung
EP0747537B1 (de) Verdrängungsbohrer und Herstellungsverfahren eines Bodenschraubpfahles
FR2597149A1 (fr) Procede de forage du sol ainsi qu'une foreuse activee pour realiser de tels forages
EP2157277B1 (de) Einrichtung zur Herstellung von Bohrungen im Boden
EP0253726B1 (de) Vorrichtung zum Ausheben von Gräben mit Fräsern
USRE29356E (en) System for chipping and moving ice
FR2591654A1 (fr) Dispositif de maintien de la rectitude d'un forage
FR2682315A1 (fr) Dispositif pour fabriquer des decoupes en depouille dans des percages dans le beton et la roche et procede pour reunir deux plaques de beton comportant de tels percages .
EP0131562B1 (de) Verfahren zum Einbringen von Pfählen mit Anwendung einer Verdrängungsschraube
CA1296320C (fr) Procede d'exploitation des mines et appareil pour la mise en oeuvre de ce procede
FR2610553A1 (fr) Grain de coupe pour foret, notamment pour maconnerie et roche, et foret equipe d'un tel grain de coupe
EP0701026B1 (de) Vorrichtung und Verfahren zur Verdichtung
US9856699B2 (en) Methods and apparatus for forming hole in ground
FR2609307A1 (fr) Dispositif d'entrainement de tariere pour le forage et le betonnage des pieux dans le sol et procede pour leur realisation
FR2623242A1 (fr) Carottier pneumatique pour fouilles cylindriques en roches
BE878215A (fr) Procede et dispositif de formation de pieux en beton moules dans le sol, au moyen d'une tariere
RU1786227C (ru) Устройство дл бестраншейной прокладки труб методом продавливани
WO1997027379A1 (fr) Outil de forage
BE678995A (de)

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: A1

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

IECL Ie: translation for ep claims filed
GBC Gb: translation of claims filed (gb section 78(7)/1977)
17P Request for examination filed

Effective date: 19950929

GRAG Despatch of communication of intention to grant

Free format text: ORIGINAL CODE: EPIDOS AGRA

17Q First examination report despatched

Effective date: 19970620

GRAG Despatch of communication of intention to grant

Free format text: ORIGINAL CODE: EPIDOS AGRA

GRAH Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOS IGRA

GRAH Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOS IGRA

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

RAP1 Party data changed (applicant data changed or rights of an application transferred)

Owner name: SOLETANCHE BACHY FRANCE

AK Designated contracting states

Kind code of ref document: B1

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

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 PRE;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.SCRIBED TIME-LIMIT

Effective date: 19980304

Ref country code: GR

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

Effective date: 19980304

REF Corresponds to:

Ref document number: 163704

Country of ref document: AT

Date of ref document: 19980315

Kind code of ref document: T

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REF Corresponds to:

Ref document number: 69501668

Country of ref document: DE

Date of ref document: 19980409

GBT Gb: translation of ep patent filed (gb section 77(6)(a)/1977)

Effective date: 19980326

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2114723

Country of ref document: ES

Kind code of ref document: T3

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

Effective date: 19980605

REG Reference to a national code

Ref country code: PT

Ref legal event code: SC4A

Free format text: AVAILABILITY OF NATIONAL TRANSLATION

Effective date: 19980323

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: 79179

REG Reference to a national code

Ref country code: DK

Ref legal event code: T3

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: 19990106

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: LI

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

Effective date: 19990131

Ref country code: CH

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

Effective date: 19990131

26N No opposition filed
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: 19990731

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

REG Reference to a national code

Ref country code: GB

Ref legal event code: IF02

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

Ref country code: PT

Payment date: 20030102

Year of fee payment: 9

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

Ref country code: NL

Payment date: 20030128

Year of fee payment: 9

Ref country code: IE

Payment date: 20030128

Year of fee payment: 9

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

Ref country code: SE

Payment date: 20030131

Year of fee payment: 9

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

Ref country code: DK

Payment date: 20031219

Year of fee payment: 10

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

Ref country code: GB

Payment date: 20031230

Year of fee payment: 10

Ref country code: FR

Payment date: 20031230

Year of fee payment: 10

Ref country code: AT

Payment date: 20031230

Year of fee payment: 10

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: 20040106

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 NON-PAYMENT OF DUE FEES

Effective date: 20040107

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

Ref country code: ES

Payment date: 20040116

Year of fee payment: 10

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

Ref country code: BE

Payment date: 20040217

Year of fee payment: 10

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: 20040731

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: 20040801

EUG Se: european patent has lapsed
NLV4 Nl: lapsed or anulled due to non-payment of the annual fee

Effective date: 20040801

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: GB

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

Effective date: 20050106

Ref country code: AT

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

Effective date: 20050106

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: 20050107

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: 20050131

Ref country code: BE

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

Effective date: 20050131

BERE Be: lapsed

Owner name: *SOLETANCHE BACHY FRANCE

Effective date: 20050131

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

Effective date: 20050106

REG Reference to a national code

Ref country code: DK

Ref legal event code: EBP

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: 20050930

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20050107

BERE Be: lapsed

Owner name: *SOLETANCHE BACHY FRANCE

Effective date: 20050131