EP1066428B1 - Dispositif de coffrage de tranchee - Google Patents

Dispositif de coffrage de tranchee Download PDF

Info

Publication number
EP1066428B1
EP1066428B1 EP99919081A EP99919081A EP1066428B1 EP 1066428 B1 EP1066428 B1 EP 1066428B1 EP 99919081 A EP99919081 A EP 99919081A EP 99919081 A EP99919081 A EP 99919081A EP 1066428 B1 EP1066428 B1 EP 1066428B1
Authority
EP
European Patent Office
Prior art keywords
trench
shaft
plates
plate
sheeting
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
EP99919081A
Other languages
German (de)
English (en)
Other versions
EP1066428A1 (fr
Inventor
Josef Krings
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Publication of EP1066428A1 publication Critical patent/EP1066428A1/fr
Application granted granted Critical
Publication of EP1066428B1 publication Critical patent/EP1066428B1/fr
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
    • E02D17/00—Excavations; Bordering of excavations; Making embankments
    • E02D17/06—Foundation trenches ditches or narrow shafts
    • E02D17/08—Bordering or stiffening the sides of ditches trenches or narrow shafts for foundations

Definitions

  • the invention relates to a trench shoring device consisting of trench shoring boxes, which consist of two against each other with trench width with the help of spindle spreaders supported standard trench plates are constructed, and from at least one Shaft shoring box that measures a width that exceeds the trench width transverse to the trench longitudinal direction - has and a standard trench plate on each Shaft wall and transverse to the longitudinal direction of the trench at the longitudinal ends of each the trench plates releasably attached manhole plates, the latter after placing it in the ground with the trench plates of an adjacent one Trench sheeting box can be coupled.
  • trench shoring - e.g. for the purpose of channel laying - trench plates are using supported in pairs by spindle spreaders.
  • the single trench plate is generally rectangular, has at the bottom edge to be driven into the ground a cutting edge and is on the upper edge opposite the cutting edge - So the so-called anvil edge - designed so stable that it with the excavator shovel is to be pressed into the ground.
  • Side edges can be such a trench plate, generally on the trench turned inner surface, firmly formed, in particular welded, tabs for connecting trench plates adjacent in the longitudinal direction of the trench.
  • a spindle strut is a stamp that, for example in the middle, has a screw spindle, with the help of which the stamp can be made longer or shorter.
  • a pair of trench plates becomes the Forming a trench shoring box generally stabilized by four spindle struts.
  • the transition does from the normal width of the trench to the larger shaft width problems. Because you are investing in special parts to make a place to build one
  • the inspection box surrounding the inspection shaft is often the most adventurous Tools used to support the shaft area.
  • the trench is often brought at a distance from that for the inspection shaft provided space on the shaft width. That means either a risk of collapse or significantly more soil to be removed than actually for construction of the canal and the shaft would be required.
  • a trench shoring device that can possibly be integrated into a shaft shoring box is disclosed in EP-A-0027 576.
  • a A series of trench shoring boxes with a normal width can be installed.
  • Trench plates sheeting plates
  • To compensate for the changing Trench width is at the ends of the trench plates - via height adjustable Clamping shoes - connecting pieces that can be extended telescopically, used.
  • the connectors have holes on their longitudinal ends.
  • the Bores are assigned to the substantially vertical longitudinal ends of the (built-in) trench plate bolts. After installing the trench plates each adjacent longitudinal edges coupled together in that two Bolts opposite one another with one of the connecting pieces get connected. Here, the two holes of the connector hooked over the bolts.
  • the horizontal distance between the two holes can by changing a telescope integrated in the connector to the actual one
  • the distance between the bolts can be adjusted.
  • a vertical offset from neighboring Known mounting plates with the help of a higher adjustable clamp connection - Consists of a clamping shoe (on one plate) and the associated one Clamping rail (on the other plate) - can be compensated.
  • the invention has for its object one in a normal - ie from standard trench plates existing - trench shoring to be integrated shaft shoring box to create, which essentially gets along with standard trench plates, so that the amount of soil to be excavated and the risk of collapse are minimized. Furthermore, precautions should be taken that allow inaccuracies when driving in the shaft shoring box or the previous trench shoring box compensate with civil engineering means.
  • the solution according to the invention for the trench shoring device specified at the outset exists with trench shoring boxes that follow one another along the trench and at least one manhole box in that the manhole box before the Installation in the floor with attached manhole panels as in horizontal cross-section U-shaped structure can be erected in one piece and that the respective Coupling the shaft plate and the adjacent trench plate from a vertically lying first bolt and a horizontally movable opposite the trench plate or shaft plate each mounted on this, vertically movable with the first Bolt connected, second bolt exists.
  • a shaft sheeting box according to the invention thus consists of two after installation in the installed state in horizontal cross-section approximately U-shaped structures, the standard trench plates formed base lines of the U-shape by conventional spindle braces be kept at such a mutual distance that the mutual Distance of the opposite free ends of the U-legs, that are the free vertical edges of the manhole panels, about the same size as the normal trench width, that is the mutual distance of the trench plates in the Normal part of the trench, where only one pipe has to be laid.
  • manhole slabs according to the invention are in principle similar to standard trench slabs built up; however, they are measured in the horizontal direction the erected slab - much narrower than the normal trench slabs. In the In practice, their use is also not limited to use with shaft boxes, rather they are used wherever trench slabs with less than the normal length. a shaft shoring box according to the invention can therefore be assembled with the help of existing components at the construction site.
  • the shaft plate with the trench plate is a positive Bolt-eye coupling connected so that the U-shape is erected Formation of two manhole slabs and one ditch slab immovable in itself - how one-piece - can be pressed into the ground. Owns for this purpose the shaft plate as well as the trench plate on the lower edge of a cutting edge.
  • the coupling of the trench plate belonging to the shaft shoring box with the one on hers Both longitudinal ends of the manhole panels preferably consist of one Bolt connector, which is geometrically designed and the shape of the adjacent Plate edges is adjusted that after inserting the bolt mutual movement of the trench slab and the shaft slab is excluded is.
  • An erected shaft shoring box according to the invention with two opposing standard trench plates and a total of four shaft plates attached immovably to the longitudinal ends of the trench plates is erected to produce a shaft with the aid of the spindle struts and pressed into the ground at the intended position following the last preceding trench box; the soil is excavated to the required extent or removed in some other way.
  • care is taken to ensure that the free ends of the opposing U-legs (shaft plates) of the manhole box facing each other arrive as exactly as possible adjacent to the free longitudinal ends of the previously installed trench box. After completing this work, the free ends of the U-legs are coupled to the free longitudinal ends of the trench plate of the adjacent trench shoring box.
  • a coupling is provided between the shaft plate and the adjacent trench plate with a vertically lying rail of the trench plate and with a slide mounted horizontally movable relative to the shaft plate, the slide being to be connected to the rail in a vertically movable manner; (Alternatively, the rail can be attached to the shaft plate and the slide can be stored on the trench plate).
  • Such a connection makes it possible to compensate for inaccuracies, which are often of the order of magnitude of several cm, in the horizontal direction and in the vertical direction.
  • This embodiment of the invention is particularly simple if both the rail as well as the carriage are designed as bolts and if the carriage forming bolts with one eye over the bolts forming the rail.
  • the coupling according to the invention can make the connection stable at this point even if the plate levels are positioned at an angle to each other in the ground.
  • the trench shoring device consists of trench sheeting boxes 1, each are constructed from a pair of standard trench plates 2.
  • the trench slabs 2 with the help of spindle spreaders 3, which face in on the trench 4 Inner surface 5 of the trench plates 6 provided become.
  • two trench plates 2 are used to form one Trench shoring box 1 by four spindle struts 3, which are in the four strut bearings 6 each trench plate 2 are added, supported against each other.
  • the respective Trench 4 is made so wide (and so deep) that a trench L Pipeline to be laid, in particular a sewer 7, on the trench floor Has space.
  • the trench plates 2 are ahead with the provided at the lower end of the cutting edge 8 driven into the ground.
  • each roughly rectangular trench plate has two vertical ones after erection Longitudinal edges 10 on which devices, e.g. welded tabs 11, with Bores, e.g. for a bolt 12 are provided. Over the tabs 11 and Bolts 12 and other connectors, not shown, can be in the trench 4 adjoining trench sheeting boxes 1 are coupled together.
  • the shaft shoring box is total designated with 14. It consists of a pair against each other by usual Spindle struts 3 supported standard trench plates 2 on the longitudinal direction L parallel longitudinal shaft walls and out (with a complete shaft installation box) four shaft plates 15, which define the transition between the wide shaft box 14 and the relatively narrow trench sheeting box 1.
  • the shaft plate 15 welded tongues 16 with on the inner surface 5 of the trench plate 2 provided tabs 17 connected by bolts 18. With this positive Coupling is taken to ensure that the attached to the tab 17 adjacent longitudinal edge 10 of the trench plate 2 butt against the shaft facing the shaft Inner surface 19 of the manhole plate 15 abuts and that the tongue 16 with a longitudinal edge 20 abuts the inner surface 5 of the trench plate 2.
  • a mutual one Movement of shaft plate 15 and trench plate 2 is under these circumstances not possible anymore; generally at least along the longitudinal edge 10 two connections, each with a bolt 12, as shown in FIGS. 1 and 3, intended.
  • a shaft shoring box erected with the aid of generally four spindle spreaders 3, consisting of two trench plates 2 and four manhole plates 15, is a total - Similar to an erected trench sheeting box 1 - placed in the ground.
  • the manhole box 15 When the manhole box 15 has reached the final position, it will coupled with the vertical longitudinal edges 10 of the adjacent trench sheeting box 1, as is the case in particular on the basis of the enlarged representations of FIGS. 3 to 5 is shown.
  • a similar one to a shaft installation box will be similar Trench sheeting box coupled.
  • These couplings have to adapt to inaccuracies when driving in the shaft shoring box 14 or trench shoring box 1 allow in horizontal and vertical directions. In the rough operation on the construction site and because of the unpredictable structure of the floor is a cm-accurate positioning the parts to be connected of trench sheeting box 1 and shaft sheeting box 14 in generally not feasible.
  • an eye screw is used in the exemplary embodiment according to FIG. 3 21, that is a bolt with an eye 22 for insertion a bolt 23 is provided.
  • the bolt 23 according to the embodiment is shown in tabs 24 provided near a longitudinal edge 10 of a trench plate 2, so that after installation (in the floor) it is essentially vertical.
  • the Eye screw 21 is pulled through the shaft plate 15 and on the Inside 19 with an abutment 25, e.g.
  • a screw or a wedge like this held that the eyebolt 21 at this point, at least after tightening of the abutment 25 against the outer surface 26 facing the ground Manhole plate 15, a fixed connection between the longitudinal end 10 of the trench plate 2 and the manhole plate 15.
  • the eye screw 21 Before tightening the abutment 25 the eye screw 21 can thus be moved with its eye 22 on the bolt 23 be that the eyebolt 21 easily through the associated opening the shaft plate 15 is to be inserted.
  • This opening leaves within the scope of the invention an adaptation of the coupling to any inaccuracies in the horizontal Assignment of boxes 1 and 14 to be connected. This is because preferably the opening associated with the eye screw 21 in the shaft plate 15 is not formed as a hole, but as a slot 27. In this slot 27, the eye screw 21 in the horizontal direction 28 possible discrepancies during insertion one or the other box 1, 14 - as well as in direction 29 along the bolt 23 - follow.
  • Fig. 4 shows the slot 27 in view A (viewing direction perpendicular to the Manhole plate 15). 4 can in the vertical direction 29 moved along the bolt 23 and in the horizontal direction 28 along the slot 27 become. - If angular rotations of boxes 1 and 14 or their Parts to be feared can also be adjusted in the corresponding circumferential direction 30 (with respect to the axis of the bolt 23) allows, if namely the clear width of the eye 22 a corresponding game compared to Has diameter of the bolt 23.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • General Engineering & Computer Science (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Structural Engineering (AREA)
  • Sewage (AREA)
  • Apparatus For Radiation Diagnosis (AREA)
  • Dicing (AREA)
  • Pressure Sensors (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Element Separation (AREA)

Claims (3)

  1. Dispositif de coffrage de tranchées composé de caisses de coffrage de tranchées (1), qui sont constituées chacune par deux plaques de tranchée standardisées (2) qui s'appuient l'une sur l'autre par l'intermédiaire d'écarteurs à broches (3) en étant séparées par une largeur de tranchée (d), et d'au moins une caisse de coffrage de puits standardisée (14), qui présente une largeur - mesurée selon une direction transversale par rapport à la direction longitudinale de la tranchée (L) - qui dépasse la largeur de tranchée (d) et qui comprend une plaque de tranchée standardisée (2) sur chaque paroi du puits ainsi que des plaques de puits (15), qui sont placées de manière amovible debout transversalement par rapport à la direction longitudinale de la tranchée (L) sur les extrémités longitudinales de chacune des plaques de tranchée, ces dernières pouvant être couplées, après leur mise en place dans le sol, avec les plaques de tranchée (2) d'une caisse de coffrage de tranchée (1) voisine, caractérisé en ce que la caisse de coffrage de puits standardisée (14) peut être dressée de manière opérante, avant sa mise en place dans le sol, en une seule pièce avec ses plaques de puits (15) montées, sous la forme d'une structure ayant la forme d'un "U" en section transversale et en ce que chacun des couplages de plaques de puits (15) et de plaque de tranchée voisine (2) est constitué d'un premier boulon (23) qui est disposé verticalement ainsi que d'un deuxième boulon (21) qui peut se déplacer horizontalement par rapport à la plaque de tranchée (2) ou la plaque de puits (15) et qui est, à chaque fois, monté sur ces dernières en étant relié, avec possibilité de déplacement vertical, avec le premier boulon (23).
  2. Dispositif de coffrage de tranchées selon la revendication 1, caractérisé en ce que le deuxième boulon (21) s'accroche sur le premier boulon (23) au moyen d'un oeillet (22).
  3. Dispositif de coffrage de tranchées selon la revendication 1 ou 2, caractérisé en ce que le deuxième boulon (21) s'accroche par une fente horizontale (27) de la plaque de puits (15) et est bloqué sur la face intérieure (19) de cette dernière qui est dirigée vers le puits, au moyen d'une butée (25), contre les forces provenant de la plaque de tranchée (2) appartenant à la caisse de coffrage de tranchée (1).
EP99919081A 1998-03-26 1999-03-12 Dispositif de coffrage de tranchee Expired - Lifetime EP1066428B1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE19813282 1998-03-26
DE19813282A DE19813282A1 (de) 1998-03-26 1998-03-26 Grabenverbauvorrichtung
PCT/DE1999/000719 WO1999049144A1 (fr) 1998-03-26 1999-03-12 Dispositif de coffrage de tranchee

Publications (2)

Publication Number Publication Date
EP1066428A1 EP1066428A1 (fr) 2001-01-10
EP1066428B1 true EP1066428B1 (fr) 2002-11-27

Family

ID=7862363

Family Applications (1)

Application Number Title Priority Date Filing Date
EP99919081A Expired - Lifetime EP1066428B1 (fr) 1998-03-26 1999-03-12 Dispositif de coffrage de tranchee

Country Status (9)

Country Link
US (1) US6474911B1 (fr)
EP (1) EP1066428B1 (fr)
AT (1) ATE228597T1 (fr)
AU (1) AU3699499A (fr)
BG (1) BG63756B1 (fr)
DE (2) DE19813282A1 (fr)
ES (1) ES2185336T3 (fr)
PL (1) PL343266A1 (fr)
WO (1) WO1999049144A1 (fr)

Families Citing this family (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6821057B1 (en) 2000-04-05 2004-11-23 Maksim Kadiu Magnetic shoring device
DE10113818A1 (de) * 2001-03-21 2002-09-26 Richter Wolfgang Bauplatte für den Grabenverbau
US7344218B2 (en) * 2003-11-06 2008-03-18 Canon Kabushiki Kaisha Printhead driving method, printhead substrate, printhead, head cartridge and printing apparatus
FR2902119B1 (fr) * 2006-06-13 2008-08-22 Travaux Urbains Et Ruraux Nati Panneau d'etaiement notamment pour tranchee et engin de travaux comportant un tel panneau d'etaiement
US8613573B2 (en) * 2009-09-08 2013-12-24 Max Kadiu Telescopic shoring system
US8845238B1 (en) * 2011-11-23 2014-09-30 Roger F. Fontaine Trench box and panel assembly therefor
AU348085S (en) * 2013-02-21 2013-04-16 Lite Guard Safety Solutions Pty Ltd Shield panel
USD737474S1 (en) * 2013-11-21 2015-08-25 Lite Guard Safety Solutions Pty Ltd Shield panel
USD736961S1 (en) * 2013-11-21 2015-08-18 Lite Guard Safety Solutions Pty Ltd Shield panel
US9945091B1 (en) * 2016-10-13 2018-04-17 Subsurface, Inc. Portable cofferdam system

Family Cites Families (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1407799A (en) 1972-01-06 1975-09-24 Baxter Sons Contractors Ltd J Shoring apparatus and a method of shoring an excavation
US3788086A (en) * 1972-04-13 1974-01-29 Charter Enterprises Inc Protective barrier
US3750409A (en) * 1972-08-08 1973-08-07 L Orfei Self-propelled trench-shoring apparatus
US4033138A (en) * 1976-02-09 1977-07-05 Griswold James L Trench shoring assembly with stacking accessory
US4090365A (en) * 1976-10-12 1978-05-23 Efficiency Production, Inc. Portal frame for trench box stack
DE2941002C2 (de) 1979-10-10 1981-12-17 Josef 5138 Heinsberg Krings Waagerechter Längsträger für eine Grabenverbauvorrichtung
DE2948458C2 (de) * 1979-12-01 1982-01-21 Josef 5138 Heinsberg Krings Verbauplatte für eine Grabenverbauvorrichtung
US4310267A (en) * 1980-03-13 1982-01-12 Clinton Davis Safety trench box
US4378923A (en) * 1981-07-09 1983-04-05 Nippon Kokan Kabushiki Kaisha Binding device for elongated pipes
US4659260A (en) * 1986-04-24 1987-04-21 Aldo Morelli Trench box
US5259705A (en) * 1989-08-25 1993-11-09 Breaux Louis B Guide box assembly system for in-ground barrier installation
DE4230860A1 (de) * 1992-09-15 1994-03-17 Wilhelm Hes Verbauvorrichtung
DE4432319A1 (de) * 1994-09-12 1996-03-14 Richter Wolfgang Ing Grad Stützschuhgehäuse einer Grabenverbauplatte
GB2303392A (en) * 1995-06-16 1997-02-19 Leada Acrow Ltd Trenching apparatus
US5595459A (en) * 1995-10-02 1997-01-21 Lomonaco; Stenis Cofferdam for 4', 8' and 12' diameter tanks
US5741091A (en) * 1996-02-05 1998-04-21 Safe-T-Shore Shoring device with load optional enhancing spreaders
US5839707A (en) * 1996-03-22 1998-11-24 Efficiency Production, Inc. Trench shield stacking device
US5865567A (en) * 1996-12-03 1999-02-02 Wilkinson; Ivan R. Movable trench shoring device

Also Published As

Publication number Publication date
EP1066428A1 (fr) 2001-01-10
PL343266A1 (en) 2001-08-13
AU3699499A (en) 1999-10-18
US6474911B1 (en) 2002-11-05
DE19813282A1 (de) 1999-09-30
ATE228597T1 (de) 2002-12-15
DE59903542D1 (de) 2003-01-09
WO1999049144A1 (fr) 1999-09-30
BG63756B1 (bg) 2002-11-29
ES2185336T3 (es) 2003-04-16
BG104774A (en) 2001-03-30

Similar Documents

Publication Publication Date Title
US8613573B2 (en) Telescopic shoring system
DE102011116874B4 (de) Schacht
EP1066428B1 (fr) Dispositif de coffrage de tranchee
CH635636A5 (de) Als ganzes in einen graben einsetzbare verbaueinheit.
EP0475382B1 (fr) Méthode et dispositif pour le boisement de fossés profonds
DE102018103201B4 (de) Verbauvorrichtung
DE202019100752U1 (de) Verbauvorrichtung
DE102015109106B4 (de) Verbauvorrichtung
DE1811932A1 (de) Betonbalken,insbesondere fuer Raumgitter und Stuetzmauern
EP0781360B1 (fr) Boitier de coussinet-support pour panneau de coffrage pour fosses
DE2616348A1 (de) Vorrichtung fuer den grabenverbau
DE3117954A1 (de) Verfahren zum aufbau einer stuetzwandanordnung
EP2246502B1 (fr) Elévateur doté d'une douille de réception adaptable
DE60002810T2 (de) Verbesserte bildung eines abdeckungsträgers für pfahlgründungen
DE102005019034A1 (de) Verbauvorrichtung
WO2002077373A1 (fr) Panneau de construction pour le blindage de tranchees
DE102019117190B4 (de) Einrichtung zum stirnseitigen Abschluss einer Grabenverbau-Einheit
DE3341483A1 (de) Verbauvorrichtung
AT513278B1 (de) Gerinne zur Abfuhr von Oberflächenwässern
DE69511188T2 (de) Vorrichtung zum kontinuierlichen Abstützen von Gräben mit Verbauplatten
DE19808092A1 (de) Vorrichtung für die Anpflanzung von Bäumen und dgl.
DE69511640T2 (de) Vorrichtung zum Abstützen von Gräben
DE102004041116A1 (de) Verbauvorrichtung
DE102020133912A1 (de) Leitungskanalmodul, Baukastensystem damit, daraus hergestellter Leitungskanal und Verfahren zu dessen Verlegung
DE69109650T2 (de) Verfahren zum konstruieren eines unterirdischen bauwerkes, insbesondere einer parkgarage, wobei hindernisse wie z.b. bäume erhalten werden.

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: 20000916

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT DE ES FR GB IT NL

RBV Designated contracting states (corrected)

Designated state(s): AT DE ES FR GB IT NL

GRAG Despatch of communication of intention to grant

Free format text: ORIGINAL CODE: EPIDOS AGRA

17Q First examination report despatched

Effective date: 20020219

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

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT DE ES FR GB IT NL

REF Corresponds to:

Ref document number: 228597

Country of ref document: AT

Date of ref document: 20021215

Kind code of ref document: T

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REF Corresponds to:

Ref document number: 59903542

Country of ref document: DE

Date of ref document: 20030109

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

Ref country code: AT

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

Effective date: 20030312

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

Effective date: 20030315

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2185336

Country of ref document: ES

Kind code of ref document: T3

ET Fr: translation filed
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: 20030828

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

Ref country code: ES

Payment date: 20050307

Year of fee payment: 7

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

Ref country code: GB

Payment date: 20050308

Year of fee payment: 7

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

Ref country code: FR

Payment date: 20050316

Year of fee payment: 7

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

Ref country code: NL

Payment date: 20050322

Year of fee payment: 7

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: 20060312

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: 20060313

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

Ref country code: IT

Payment date: 20060331

Year of fee payment: 8

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

Ref country code: DE

Payment date: 20060902

Year of fee payment: 8

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: 20061001

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

Effective date: 20060312

NLV4 Nl: lapsed or anulled due to non-payment of the annual fee

Effective date: 20061001

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20061130

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20060313

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: 20060331

Ref country code: DE

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

Effective date: 20071002

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: 20070312