EP0456869B1 - Construction d'un mât - Google Patents

Construction d'un mât Download PDF

Info

Publication number
EP0456869B1
EP0456869B1 EP90109386A EP90109386A EP0456869B1 EP 0456869 B1 EP0456869 B1 EP 0456869B1 EP 90109386 A EP90109386 A EP 90109386A EP 90109386 A EP90109386 A EP 90109386A EP 0456869 B1 EP0456869 B1 EP 0456869B1
Authority
EP
European Patent Office
Prior art keywords
mast
lateral surface
construction according
foundation body
base
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
EP90109386A
Other languages
German (de)
English (en)
Other versions
EP0456869A1 (fr
Inventor
Josef Dipl.-Ing. Herrmannsdörfer (FH)
Lothar Dipl.-Ing. Rübensaal (FH)
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.)
Siemens AG
Siemens Corp
Original Assignee
Siemens AG
Siemens Corp
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 Siemens AG, Siemens Corp filed Critical Siemens AG
Priority to DE59007510T priority Critical patent/DE59007510D1/de
Priority to ES90109386T priority patent/ES2060860T3/es
Priority to AT90109386T priority patent/ATE113106T1/de
Priority to EP90109386A priority patent/EP0456869B1/fr
Publication of EP0456869A1 publication Critical patent/EP0456869A1/fr
Application granted granted Critical
Publication of EP0456869B1 publication Critical patent/EP0456869B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/22—Sockets or holders for poles or posts
    • E04H12/2284—Means for adjusting the orientation of the post or pole

Definitions

  • the invention relates to a mast construction.
  • a mast construction is known in which the mast can be pushed overlapping with its foot on a foundation body.
  • a support rod is used in the mast base, which can be used to limit the overlap length of the mast base and foundation body.
  • the mast is aligned in a manner not described in more detail by swinging around its mounting rod.
  • the mast can be aligned in a known manner, for example by means of a special hydraulic mast set-up device or using an adjusting block.
  • the mast set-up device is an excavator with hydraulic tongs that grips the mast body.
  • the jack is designed as a bipod construction, the clamps encompass the mast body and the claws are attached to the rails.
  • the mast body is braced against the rail.
  • the mast is aligned by adjusting the turnbuckles in the legs of the trestle. Then the space between the foundation body and mast base is poured.
  • the use of the mast set-up device requires fast-setting mortar, which, however, cannot be used in warmer zones, e.g. southern Europe. If the mast is aligned using jacks, quick-setting mortar can be dispensed with, but during setting it is important to ensure that no vibrations are transmitted from the rails to the mast structure via the bipod construction, since otherwise permanent damage to the hardened mortar filling may occur may occur.
  • a mast base made of centrifugal concrete for profiled lighting masts is known, the cylindrical interior of which contains grooves. The edges of the inserted mast are guided with play in these grooves.
  • the mast is aligned using set screws distributed around the circumference of the base. Stops to limit the insertion depth of the mast are arranged in the inner wall of the mast base. These stops are preferably designed in the form of a fixed disc lying perpendicular to the mast axis with a central opening for electrical connecting lines.
  • the object of the present invention is to provide a mast construction in which the mast can be fixed on its foundation body in a simple manner, in particular independently of auxiliary devices.
  • a mast with a foot that is open at the bottom is fixed in height by a stop after being pushed onto a foundation body and can then be fixed on the foundation body without auxiliary devices, such as mast set-up devices or trestles.
  • the mast is fixed in position by means of a radial spacing device, by means of which the relative distance between the inner jacket of the mast base and the outer jacket of the foundation body is determined.
  • the mast construction according to the invention can be used both for overhead line masts, which are generally over-soldered (with a straight track of the rails tilted away), as well as for overhead line pylons where no over-soldering takes place.
  • the mast itself can be designed as a hollow or solid body, can consist of different materials and can have any cross sections. Even if the mast is designed as a full body, the mast base must, however, be designed as an open jacket.
  • radially fixed spacing elements defines the relative minimum distance between the outer jacket of the foundation body and the inner jacket of the mast base. Due to the additional use of radially adjustable spacer elements, the mast is aligned in its target position.
  • the mast is aligned exclusively in a sectional plane which does not necessarily have to be horizontal.
  • the alignment of the mast is particularly precise and simple.
  • a foundation body 2 which has an outer jacket 16 and is preferably designed as a foundation tube, is first rammed into the ground for the foundation of a mast 1.
  • the mast 1 with its hollow base 3, which is open at the bottom and has an inner jacket 15, is pushed onto the foundation tube 2 in an overlapping manner.
  • the foundation tube 2 has two axial stop elements which extend radially outwards 4, which are arranged opposite one another on the outer jacket 16 of the foundation tube 2.
  • an attachment rod 13 is provided as an axial stop for fixing the height of the mast 1, which is arranged in the mast base 3.
  • the spacer device advantageously comprises radially fixed and radially adjustable spacer elements.
  • the radially adjustable spacer elements are designed as adjusting screws 8 and guided via threaded bushings 9 in the mast base 3. They can be arranged either above (FIG. 1) or below (FIG. 4) the radially fixed spacer elements.
  • the two radially fixed spacer elements are designed as wedge-shaped ribs 5 which extend in the axial direction. In addition to the two wedge-shaped ribs 5, two minimum spacing elements 6 are provided.
  • Both the wedge-shaped ribs 5 and the minimum spacing elements 6 are arranged on the outer jacket 16 of the foundation tube 2.
  • the base width of the wedge-shaped ribs 5 corresponds at least to the clear width between the outer jacket 16 of the foundation tube 2 and the inner jacket 15 of the mast base 3.
  • the minimum spacing elements 6 are designed as straight circular cylinders and run parallel to the wedge-shaped ribs 5.
  • the diameter of the minimum spacing elements 6 is here smaller than the clear width between the outer jacket 16 of the foundation tube 2 and the inner jacket 15 of the mast base 3.
  • the special design of the minimum spacing elements increases the scope for tilting the mast 1 and thus simplifies over-soldering of the mast 1. In addition, it is ensured that an almost complete flow around the foundation pipe 2 with cement mortar is possible.
  • the mast 1 and the foundation tube 2 have a circular cross section in the exemplary embodiment shown in FIGS and three adjusting screws 8 required.
  • one of the adjusting screws preferably lies in the plane of the soldering axis in which the two minimum spacing elements 6 are also located; the two other adjusting screws are arranged on the soldering side at an angle of approximately 90 ° to one another symmetrically to the plane of the soldering axis.
  • one of the radially outwardly extending axial stop elements 4 is advantageously part of one of the wedge-shaped ribs 5.
  • a wedge-shaped rib 5 and an axial stop element 4 therefore each form an L-shaped spacer element 7.
  • the contact surfaces 10 of the axial stop elements 4 are arched transversely to their direction of extension. Through such curved bearing surfaces, the mast 1 can be aligned very precisely in its vertical position. In addition, tilting of the mast base 3 on the support surface 10 and thus flaking on the mast base 3 is reliably prevented.
  • three flexible spacers 14 are provided as radially fixed spacing elements, which are arranged above the adjusting screws 8.
  • the adjusting screws 8 are in turn arranged as described in FIG. 2 in or to the plane of the soldering axis.
  • the flexible spacers 14 can be plugged onto the foundation tube 2 and extend in the direction of the longitudinal axis of the foundation tube 2. They have a prestressed radial shape, which is a predetermined amount larger than the clear width between the outer jacket 16 of the foundation tube 2 and the inner jacket 15 of the mast base 3. When pushing the mast 1 onto its foundation tube 2, this excess leads to a Clamping effect by which the relative distance between the inner jacket 15 of the mast base 3 and the outer jacket 16 of the foundation tube 2 is determined.
  • no minimum spacing elements 6 are required.
  • a hardening mass is placed through a casting opening 11 arranged above the overlap of the mast base 3 and the foundation tube 2 - in the case of a concrete mast and a foundation tube made of steel, e.g. Cement mortar of appropriate consistency - filled from above into the space between mast 1 and foundation pipe 2.
  • the filled mortar can then be compacted using an external vibrator.
  • the foundation tube 2 itself can also be filled with cement mortar or the like. The stability of the entire mast construction is improved even further.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Foundations (AREA)
  • Road Signs Or Road Markings (AREA)
  • Soil Working Implements (AREA)

Claims (21)

  1. Agencement de mât constitué par un mât (1) qui possède un pied creux (3), ouvert vers le bas et comportant une gaine intérieure (15), et par un corps de support (2) comportant une gaine extérieure (16), et dans lequel le pied (3) du mât peut être emmanché au moins partiellement sur le corps de support (2) jusqu'à une butée axiale (4; 13), et entre la gaine extérieure (16) du corps de support (2) et la gaine intérieure (15) du pied (3) du mât est prévu un dispositif d'entretoisement radial (5,7; 8; 14) qui fixe la distance relative entre la gaine intérieure et la gaine extérieure et est constitué par des entretoises radiales fixes et des entretoises réglables radialement, toutes les entretoises réglables radialement (8) étant disposées au-dessus ou au-dessous de toutes les entretoises radiales fixes (5; 14).
  2. Agencement de mât suivant la revendication 1, dans lequel le dispositif d'entretoisement radial comporte une multiplicité d'entretoises (5,7; 8; 14), disposées d'une manière décalée au choix sur la gaine extérieure (16) du corps de support (2) ou sur la gaine intérieure (15) du pied (3) du mât, ou en partie sur la gaine extérieure (16) du corps de support (2) et en partie sur la gaine intérieure (15) du pied (3) du mât.
  3. Agencement de mât suivant la revendication 2, dans lequel les entretoises radialement réglables sont agencées sous la forme de vis de réglage (8), guidées dans le pied (3) du mât.
  4. Agencement de mât suivant la revendication 2 ou 3, dans lequel les entretoises radialement fixes sont réalisées au moins en partie sous la forme de nervures en forme de coins (5).
  5. Agencement de mât suivant la revendication 4, dans lequel la largeur de base des nervures en forme de coins (5) correspond au moins à la largeur de passage entre la gaine extérieure (16) du corps de support (2) et la gaine intérieure (15) du pied (3) du mât.
  6. Agencement de mât suivant la revendication 4 ou 5, dans lequel, en plus des entretoises radialement fixes (5), sont prévues des entretoises d'épaisseur minimale (6), dont les diamètres ou les largeurs sont inférieurs à la largeur de passage entre la gaine extérieure (16) du corps de support (2) et la gaine intérieure (15) du pied (3) du mât.
  7. Agencement de mât suivant la revendication 6, dans lequel les entretoises d'épaisseur minimale (6) sont réalisées sous la forme de cylindres circulaires disposés sur la gaine extérieure (16) du corps de support (2).
  8. Agencement de mât suivant une ou plusieurs des revendications 1-7, dans lequel la butée axiale (4), qui limite la longueur de chevauchement du pied (3) du mât et du corps de support (2), est disposée sur la gaine extérieure (16) du corps de support (2).
  9. Agencement de mât suivant la revendication 8, dans lequel la butée est constituée par une multiplicité d'éléments axiaux de butée (4), qui sont disposés, en étant décalés, sur la périphérie de la gaine extérieure (16) du corps de support (2).
  10. Agencement de mât suivant la revendication 9, dans lequel les éléments de butée axiaux (4) sont disposés de manière à s'écarter radialement de la gaine extérieure (16), dans le cas d'un corps de support (2) possédant une section transversale circulaire.
  11. Agencement de mât suivant une ou plusieurs des revendications 1-10, dans lequel les éléments de butée axiaux (4) font partie d'au moins quelques entretoises radiales fixes (7).
  12. Agencement de mât suivant la revendication 11, dans lequel au moins deux entretoises radiales fixes (7) sont réalisées en forme de L.
  13. Agencement de mât suivant la revendication 12, dans lequel la première branche de l'entretoise en forme de L (7) est disposée de manière à s'étendre essentiellement le long de la gaine extérieure (16) du corps de support (2) et la seconde branche de l'entretoise en forme de L (7) est disposée de manière à s'écarter sensiblement horizontalement à partir de la gaine extérieure (16) du corps de support (2).
  14. Agencement de mât suivant la revendication 13 et 4 ou suivant les revendications 13 et 5, dans lequel la première branche forme la nervure en coin (5) et la seconde branche forme l'élément de butée axial (4).
  15. Agencement de mât suivant les revendications 10 et 12, dans lequel au moins les entretoises en forme de L (7) sont disposées diamétralement en vis-à-vis sur le corps de support (2).
  16. Agencement de mât suivant une ou plusieurs des revendications 8-11, dans lequel les éléments axiaux de butée (4) possèdent des surfaces d'application (10) qui sont cintrées transversalement par rapport à la direction dans laquelle ils s'étendent.
  17. Agencement de mât suivant une ou plusieurs des revendications 1-16, dans lequel le corps de support (2) est réalisé sous la forme d'un tube de support.
  18. Agencement de mât suivant la revendication 1, dans lequel les entretoises radiales fixes (14) sont disposées, par rapport au corps de support (2), à une hauteur pouvant être prédéterminée au-dessus des entretoises (8) radialement réglables, et en tant qu'entretoises radiales fixes il est prévu un nombre, pouvant être prédéterminé, d'entretoises (14) possédant une partie conformée radiale flexible, qui est d'une taille supérieure, d'une cote prédéterminée, au passage présent entre l'enveloppe extérieure (16) du corps de support (2) et la gaine intérieure (15) du pied (3) du mât à l'endroit de montage de l'entretoise respective (14).
  19. Agencement de mât suivant les revendications 17 et 18, dans lequel l'entretoise radiale flexible (14) peut être enfichée sur le bord ouvert de l'ouverture du tube de support (2).
  20. Agencement de mât suivant la revendication 18 et/ou 19, dans lequel la butée axiale (13), qui limite la longueur de chevauchement du pied (3) du mât et du corps de support (2), est disposée dans le pied (3) du mât.
  21. Agencement de mât suivant la revendication 20, dans lequel la butée axiale est agencée sous la forme d'une barre de montage (13) maintenue dans le pied (3) du mât.
EP90109386A 1990-05-17 1990-05-17 Construction d'un mât Expired - Lifetime EP0456869B1 (fr)

Priority Applications (4)

Application Number Priority Date Filing Date Title
DE59007510T DE59007510D1 (de) 1990-05-17 1990-05-17 Mastkonstruktion.
ES90109386T ES2060860T3 (es) 1990-05-17 1990-05-17 Construccion de poste.
AT90109386T ATE113106T1 (de) 1990-05-17 1990-05-17 Mastkonstruktion.
EP90109386A EP0456869B1 (fr) 1990-05-17 1990-05-17 Construction d'un mât

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP90109386A EP0456869B1 (fr) 1990-05-17 1990-05-17 Construction d'un mât

Publications (2)

Publication Number Publication Date
EP0456869A1 EP0456869A1 (fr) 1991-11-21
EP0456869B1 true EP0456869B1 (fr) 1994-10-19

Family

ID=8203995

Family Applications (1)

Application Number Title Priority Date Filing Date
EP90109386A Expired - Lifetime EP0456869B1 (fr) 1990-05-17 1990-05-17 Construction d'un mât

Country Status (4)

Country Link
EP (1) EP0456869B1 (fr)
AT (1) ATE113106T1 (fr)
DE (1) DE59007510D1 (fr)
ES (1) ES2060860T3 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202012008305U1 (de) 2012-08-30 2012-09-26 Db Netz Ag Mastkonstruktion für gleisgebundene Oberleitungsanlagen des Schienenverkehrs
DE102012017164A1 (de) 2012-08-30 2014-03-06 Db Netz Ag Mastkonstruktion für gleisgebundene Oberleitungsanlagen des Schienenverkehrs

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE9313260U1 (de) * 1993-09-02 1994-03-17 Krinner, Klaus, 94342 Straßkirchen Vorrichtung zum vertikalen Anordnen eines pfahl- oder pfostenförmigen Gegenstandes
FR2724196A1 (fr) * 1994-09-06 1996-03-08 Forclum Val De Loire Dispositif de fixation d'un mat en forme de cylindre creux et mat apte a etre installe a l'aide d'un tel dispositif
WO1997008409A1 (fr) * 1995-08-23 1997-03-06 Klaus Krinner Dispositif de montage vertical d'un objet de type piquet ou montant
FR2750723A1 (fr) * 1996-07-02 1998-01-09 Marcoz Bruno Paul Claude Systeme d'ancrage et de reglage de la verticalite d'un poteau creux, notamment d'un candelabre d'eclairage public
CN112127689B (zh) * 2020-10-19 2025-02-07 河北鸿宇通信器材有限公司 一种高强度电线杆加高段

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT106143B (de) * 1925-08-17 1927-04-11 Ernst Ing Kraus Fußgestell für Holzmaste.
US2679911A (en) * 1948-08-13 1954-06-01 Louise J B Hend Support for poles and the like
DE1769593U (de) * 1958-04-28 1958-07-03 C A Schaefer K G Mastsockel aus schleuderbeton.
GB2104935B (en) * 1981-08-20 1985-11-13 William Eric Howson Fence post sockets and a fencing system
FR2535361A1 (fr) * 1982-10-29 1984-05-04 Mousserolles Fonderies Atelier Embase pour poteau de signalisation
WO1989002962A1 (fr) * 1987-09-23 1989-04-06 Eltek Holdings Pty. Ltd. Dispositif de support de poteau

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202012008305U1 (de) 2012-08-30 2012-09-26 Db Netz Ag Mastkonstruktion für gleisgebundene Oberleitungsanlagen des Schienenverkehrs
DE102012017164A1 (de) 2012-08-30 2014-03-06 Db Netz Ag Mastkonstruktion für gleisgebundene Oberleitungsanlagen des Schienenverkehrs

Also Published As

Publication number Publication date
DE59007510D1 (de) 1994-11-24
ATE113106T1 (de) 1994-11-15
EP0456869A1 (fr) 1991-11-21
ES2060860T3 (es) 1994-12-01

Similar Documents

Publication Publication Date Title
DE69105034T2 (de) Stahlrohrstütze für Bauschalungen.
DE69314240T2 (de) Entfernbarer Erdanker
EP0456869A1 (fr) Construction d'un mât
EP2631370B1 (fr) Cabine souterraine
DE102012101366B3 (de) Unterflur-Schacht, Bausatz zum Herstellen und Verfahren zum Einbau dafür
DE3019342C2 (de) Fundament für Schilderpfosten
EP0083104A2 (fr) Dispositif pour l'introduction centrale d'un appui de construction dans un trou de forage dans le sol
DE9005632U1 (de) Gründungskörper für einen Mast
DE60002810T2 (de) Verbesserte bildung eines abdeckungsträgers für pfahlgründungen
DE4344344C2 (de) Kamin mit mehreren, durch Verbindungsanordnungen biegesteif miteinander verbundenen Kaminelementen
DE9005633U1 (de) Mast
DE3443451C1 (de) Vorrichtung zum Einrichten einer Stütze
DE9005634U1 (de) Mastkonstruktion
EP1462583A1 (fr) Support réglable en hauteur pour des pipelines
DE10135664A1 (de) Stütze für Deckenschalungen od. dgl.
CH713190A2 (de) Vorrichtung und Verfahren zur Verbindung von zwei Bauteilen in einer bestimmten relativen Ausrichtung sowie damit erstelltes Betonbauwerk.
DE102024107581B4 (de) Vorrichtung und Verfahren zur Tiefengründung von Fundamenten für Lärm- und Sichtschutzbauten
DE2748083C2 (de) Vorrichtung zur Montage und Auflagerung flächenförmiger Bauelemente
DE10035823A1 (de) Schalungsträger
DE3841406A1 (de) Waermedaemm-verbundelement
DE7913787U1 (fr)
DE102005032363B4 (de) Mastfundament für einen Mast
EP0511615A1 (fr) Plate-forme de travail pour coffrage de poteaux
DE3148219C2 (de) Hilfsvorrichtung zum Herstellen eines teilweise von Ortbeton umgebenen Widerlagers für Gebäudedächer
DE1484502C (de) Fundament für ein aus vorgefertigten Raumkästen aufgebautes, ein- oder mehrgeschossiges Gebäude

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: 19901205

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE DE ES FR IT SE

17Q First examination report despatched

Effective date: 19920819

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE DE ES FR IT SE

REF Corresponds to:

Ref document number: 113106

Country of ref document: AT

Date of ref document: 19941115

Kind code of ref document: T

REF Corresponds to:

Ref document number: 59007510

Country of ref document: DE

Date of ref document: 19941124

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2060860

Country of ref document: ES

Kind code of ref document: T3

ITF It: translation for a ep patent filed
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
PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: AT

Payment date: 19990428

Year of fee payment: 10

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

Ref country code: FR

Payment date: 19990520

Year of fee payment: 10

Ref country code: ES

Payment date: 19990520

Year of fee payment: 10

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

Ref country code: SE

Payment date: 19990527

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: 19990601

Year of fee payment: 10

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

Ref country code: DE

Payment date: 19990720

Year of fee payment: 10

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: 20000517

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: 20000518

Ref country code: ES

Free format text: THE PATENT HAS BEEN ANNULLED BY A DECISION OF A NATIONAL AUTHORITY

Effective date: 20000518

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: 20000531

BERE Be: lapsed

Owner name: SIEMENS A.G.

Effective date: 20000531

EUG Se: european patent has lapsed

Ref document number: 90109386.4

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: 20010131

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: 20010301

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: 20020204

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;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: 20050517