EP0321321B1 - Gebäude mit vorgefertigten Elementen - Google Patents

Gebäude mit vorgefertigten Elementen Download PDF

Info

Publication number
EP0321321B1
EP0321321B1 EP88403070A EP88403070A EP0321321B1 EP 0321321 B1 EP0321321 B1 EP 0321321B1 EP 88403070 A EP88403070 A EP 88403070A EP 88403070 A EP88403070 A EP 88403070A EP 0321321 B1 EP0321321 B1 EP 0321321B1
Authority
EP
European Patent Office
Prior art keywords
building
walls
welded
floor
frame
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
EP88403070A
Other languages
English (en)
French (fr)
Other versions
EP0321321A1 (de
Inventor
Jean-Marie Brocvielle
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
Priority to AT88403070T priority Critical patent/ATE76465T1/de
Publication of EP0321321A1 publication Critical patent/EP0321321A1/de
Application granted granted Critical
Publication of EP0321321B1 publication Critical patent/EP0321321B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
    • E04B1/34815—Elements not integrated in a skeleton
    • E04B1/34823—Elements not integrated in a skeleton the supporting structure consisting of concrete

Definitions

  • the present invention relates to a building of the industrial type with prefabricated elements which makes it possible in particular to produce modular constructions on two levels.
  • the content of the first document describes a building for which unit blocks are produced comprising two frames associated by means of connecting bars or the like.
  • unit blocks are in reality only protective elements of the building, and cannot be used for the construction, for example, of residential or industrial premises with or without floors.
  • the bars or rollers which associate the two frames have a drawback when the dimension of these frames exceeds a certain value which, in any event, is less than that which allows the construction of living quarters, and all the more so if these have floors.
  • These connecting means would even constitute, for such dimensions, a point of weakness in construction which could lead to a break in the connection between the two frames, especially if the building was subjected to repeated or relatively intense vibrations.
  • the object of the present invention is, in particular, to obviate the drawbacks of constructions of the prefabricated element type according to the prior art and to produce a very solid building very quickly and with few staff, even if it is large and with floors.
  • the present invention relates to a building with prefabricated elements comprising load-bearing concrete walls or the like determining one or more modules with or without a storey, said walls comprising prefabricated rectangular parallelepipedal elements stacked one on top of the other, metallic elements forming at least one horizontal frame of "L" or "U” section inverted of dimensions such that they cover the upper part of the walls thus ensuring the strapping of the whole building, said frame being constituted by elements profiled in " U "welded in pairs at their ends, at least one ceiling formed of prefabricated masonry elements in the form of rectangular slabs arranged in parallel and the ends of which rest on two opposite walls, characterized in that each lower end of each slab is provided with a metal plate resting flat on said profiles s and secured by welding with said sections, each plate being embedded in the slab so that its lower surface is flush with the lower surface of said slab, the load-bearing walls resting on a sole, the sole being constituted by a horizontal lower frame identical to that covering the walls, said lower frame consisting of profiles embedded
  • Fig. 1 is schematically represented a basic module or cell 1 having seven meters fifty by fifteen meters, and resting on a slab 2 delimited by a sole 3.
  • a sole 3 To make this sole 3 is dug trenches 4 at the location provided for the elevation of the walls.
  • a layer of flexible concrete is poured, Fig. 2A.
  • the legs of metal chairs 6 having a "U" profile are installed, FIG. 2B.
  • the chairs are sunk into the ground and rigorously leveled with the bezel.
  • a layer of hard concrete 5 ′ is placed on it, and on the chairs kept level, Fig. 2C.
  • a peripheral wall 10 of a regular height is raised and topped with inverted "U" sections 11 enclosing the upper part of the wall.
  • the set of profiles constitutes a frame 12, the external uprights of the profiles surround the upper edge of the walls and prevent any subsequent distortion of the walls. This strapping is much more effective than a conventional chain and very easy to install.
  • the frame 12 can be identical to the sole 3.
  • a ceiling-roof 13 On the wall 10 provided with its strapping 12, a ceiling-roof 13 is placed.
  • the latter consists of parallelepipedic elements 14 of almost seven and a half meters in length (in the case of the present example) provided at each of their lower ends d '' a metal plate (or plate) 15 embedded with a hook 16 so as to flush the surface.
  • each plate 15 After proper arrangement of the elements 14 on the profiles 11, each plate 15 is affixed perfectly flat on the corresponding profile so that their two faces in contact are as closely linked as possible and, in this position, each plate is then welded to the corresponding profile.
  • This structure allows the parallelepipedic elements 14 to be well connected to the wall 10 and to obtain a rigidity of the construction by limiting its deformation as much as possible, in particular by parasitic rotations between, for example, the ceiling and the walls.
  • the building thus produced constitutes, with the wall 10, the belt 12 and the ceiling-roof 13, a perfectly unitary unit.
  • buildings comprising several cells (or modules), with floors, for example two cells with a floor, and it is this example which is described in more detail below and illustrated by FIG. . 4.
  • the modules are preferably joined by their length, the widths arranged one after the other determining the facade.
  • a trench is dug, as in the previous case, at the location of the peripheral wall but also at the location of, or the dividing walls, parallel to the gables.
  • the sections 19 to 23 have a back at least equal to the thickness of the walls (twenty centimeters for example) and the plates are of square section (ten centimeters on the side for example). After pouring the concrete, the back of the sections 19 to 23 and the upper surface of the plates 25 to 30 are flush with the surface of the screed 31.
  • Four “U” sections are prepared for the desired length, two of which are welded together by their backs. It would also be possible to use an "I" profile 32.
  • the wings of the profiles constitute slides in which rectangular elements 35 to 42 of suitable dimensions are made to slide, using a crane, which are stacked up to the top of the posts.
  • the cross wall is capped using an inverted "U” section 43, the wings of which are welded or welded to the top of the vertical sections 23 to 34. This gives a non-deformable cross wall entirely surrounded by welded sections. . This strapping will then itself be welded to the strapping of the walls, as will be described later.
  • posts 44 to 49 of square section (ten centimeters on a side) cut according to the total height of the building are each welded vertically on a plate 25 to 30 inserted in the yoke 31. On at least one of their ranges, each post has oblong holes 50 whose role will be explained below.
  • Spacers 51 to 54, of square section are placed on each pinion and welded between the corner and center posts, at the level of the section 43 of the cross wall. The latter section 43 and the spacers 51-54 serve to support the ceiling 55 of the ground floor also serving as the floor of the first floor.
  • the peripheral wall consists of standardized elements stacked one on top of the other above the base.
  • the element 61 of FIG. 16 is made of cellular concrete and has the dimensions: seven meters fifty by seventy-five centimeters by twenty centimeters.
  • the peripheral wall thus formed is supported internally on posts 44-49 and 33-34.
  • Each wall element is connected to at least one post as shown in FIG. 12 using a key 62 with head 63 with three lights 64 in "V" shape, combined with three points 65 of section also in "V” shape.
  • the head 63 is placed in a corresponding oblong hole 50, and the body placed flat in a notched part 66 of the upper face of the element 61.
  • the elements of type 61 are cut so as to leave the desired openings.
  • the wall is mounted substantially up to the ceiling of the ground floor, then the said ceiling is laid.
  • Fig. 14 ceiling 55 is made up of fourteen elements 56.
  • Fig. 13 shows the end of such an element with its metal plate 57 embedded as in the case of FIG. 3.
  • Fig. 17 there are shown two elements 56, 56 ′ provided with their plates 57-60, the plates 57 and 60 resting flat on the spacers 51-54 and the plates 58, 59 resting flat on the central section 43. Each plate is welded on the corresponding support.
  • the upper edge of the peripheral wall thus obtained is capped by inverted "U" sections 71-74 welded two by two together, FIG. 19, to determine a belt 75 playing the same role as the belt 12 of a single module.
  • the upper profile 76 of the crosswall is welded at its ends to the profiles 71 and 73 of the belt 75. It is on this belt 75 of the profile 76 that the ceiling 77 is placed, made up of elements similar to those of the ceiling 55 on the ground floor and welded in the same way.
  • This ceiling 77 serves as a roof. It is isolated and sealed as described below, and illustrated in Figs. 20 to 22.
  • the building is also embellished with acroters 79, 80, 81.
  • At the upper external part of the wall are fixed small farms 78 on which three rows of acroters 79-81 are fixed, like tiles, slates or the like, and by any known means.
  • a layer of insulation 84 On the roof 77 is deposited a layer of insulation 84, then a large sheet of rubber 85 (for example that sold by PIRELLI under the reference EPDM 1.5 mm) with a border 86 going up along from panel 83 to the top of the upper acrotery.
  • the rubber sheet 85 is glued to its supports, then laterally a ridge 87 is fixed which simultaneously covers the acroters.
  • the rubber sheet 85 forms a water retention pocket with a passage 88 for its evacuation.
  • This passage is arranged opposite a water box with which it cooperates for the evacuation of the water.
  • This box 89 is shown diagrammatically in FIG. 22. It comprises a moldboard 90, a lower evacuation duct 91 and a weir 92 (for the overflow) opposite the moldboard 90.
  • This box 89 is fixed on small farms in the middle of a facade, and the acroters are interrupted for this purpose.
  • light boxes 93 are arranged at the corners and are of dimensions compatible with the water box or boxes.
  • the light box is provided with a lighting means whose light rays cross its bottom to illuminate the walls of the building, by shaving them, this lighting can be qualified as "wall washer”.
  • the edge of the pocket sheet 85 taken under the ridge 87 is located outside the facade of the building. Thus, even in the event of an incident (fall of the ridge), the sheet 85 would continue to protect the roof permanently.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Panels For Use In Building Construction (AREA)
  • Finishing Walls (AREA)

Claims (6)

1. Gebäude aus vorgefertigten Elementen, umfassend tragende Wände (10) aus Beton oder Ähnlichem, die einen oder mehrere Module mit oder ohne Aufstockung bilden, welche Wände aus modularen parallelepipedischen, vorfabrizierten, übereinandergeschichteten Elementen bestehen, metallische Elemente, die mindestens einen horizontalen Rahmen (12) mit L - oder umgekehrter U -Querschnittsform mit Abmessungen derart bilden, daß sie die obere Partie der Wände (10) abdecken und somit die Gurtung der Gesamtheit des Gebäudes sicherstellen, welcher Rahmen (12) aus U-Profilelementen (11) besteht, die paarweise an ihren Enden verschweißt sind, mindestens eine Decke (13), gebildet aus vorfabrizierten Mauerwerkelementen (14) in Form von rechteckigen Dielen, die parallel angeordnet sind und deren Enden auf zwei einander gegenüberstehenden Wänden ruhen, dadurch gekennzeichnet, daß jedes untere Ende jeder Diele (14) mit einer metallischen Platine (15) versehen ist, die platt auf den Profilen (11) aufsitzt und mit diesen durch Verschweißen fest verbunden ist, wobei jede Platine (15) in die Diele (14) derart eingefügt ist, daß ihre untere Oberfläche bündig ist mit der unteren Oberfläche der Diele (14), wobei die tragenden Wände auf einer Sohle (3) aufsitzen, welche Sohle (3) von einem unteren horizontalen Rahmen gebildet wird, identisch mit dem, der die Wände abdeckt, welcher untere Rahmen von in einen Betonestrich eingebetteten Profilen derart gebildet wird, daß die Oberfläche der Sohle (3) und des Estrichs 19) auf gleichem Niveau liegen und daß in jedem Abschnitt des Gründungsaushubs metallische U-Schemel (6) in einen Beton (5) eingefügt sind, wobei der Boden dieser Schemel (6) mit Schenkeln von U-Profilen (7) verschweißt ist, deren sukzessiv verschweißte Basisabschnitte die eigentliche Sohle bilden, wobei der die Sohle (3 oder 24) bildende untere Rahmen mindestens in jeder Ecke und in der Mitte jeder seiner Giebel mit einer metallischen Platte (25-30), ebenfalls bündig mit der Oberfläche des Estrichs (9 oder 31), versehen ist, wobei auf jeder Platte (25-30) ein vertikaler Träger (44-49), der im wesentlichen die Höhe des Gebäudes aufweist, angeschweißt ist, welche vertikalen Träger (44-49) von quadratisch oder rechteckig profilierten Rohren gebildet sind, deren Seiten Langlöcher (50) für den Durchtritt von Mitteln (62-65) zum Verbinden mit den modularen Wandelementen aufweisen.
2. Gebäude nach Anspruch 1, dadurch gekennzeichnet, daß die modularen Wandelemente aus Porenbeton oder Glasfaser gefertigt sind, zugeschnitten auf die gewünschten Abmessungen, und auf ihren oberen horizontalen Bereichen,ausgenommen zur Aufnahme der Mittel (62) zum Verbinden mit den vertikalen Trägern.
3. Gebäude nach einem der vorangehenden Ansprüche mit einer doppelt so großen Grundfläche wie die Grundflächeneinheit, dadurch gekennzeichnet, daß der Sohlenrahmen (24) entsprechende Abmessungen aufweist mit einem mittleren Zusatzelement (22), eingefügt in die Diele parallel zu seinen Giebeln, und eine Trennwand aufnimmt, deren vertikale Kanten von den Schenkeln von Pfosten in U- (33, 34) und I- (32) Form gehalten sind, und deren obere horizontale Kante abgedeckt ist mit einem U-Profil (43), wobei die Sohle,die Pfosten und die Abdeckung an ihren Enden verschweißt sind zur Bildung einer Umreifung der Trennwand, welche Umreifung außerdem mit dem horizontalen Rahmen verschweißt ist, der die peripheren Wände abdeckt.
4. Gebäude nach einem der vorangehenden Ansprüche mit mindestens einer Etage, dadurch gekennzeichnet, daß die Träger (44-49) quadratischen oder rechteckigen Querschnitts durch Traversen verbunden sind, die parallel zu den Giebeln (51, 54) verlaufen und daß die Enden der Dielen, die die Decke oder den Boden (55) bilden, auf die Traversen aufgeschweißt sind.
5. Gebäude nach einem der vorangehenden Ansprüche, bei dem die Decke der letzten Etage das Dach bildet, dadurch gekennzeichnet, daß der Umfang des Gebäudes mittels äußeren Firstteilen (79) überhöht ist, die mit mindestens einem Kasten (89) für den Ablauf des Wassers vom Dach versehen sind, das abgedichtet ist durch eine Kautschukbahn (85), deren Kanten an den Firstteilen hochgeführt sind, mit Ausnahme der Anbringungsorte der Ablaufkästen.
6. Gebäude nach Anspruch 5, dadurch gekennzeichnet, daß die Kautschukbahn (85) eine Oberfläche aufweist, die größer ist als diejenige des Daches und daß ihre Kanten in Verlängerung der Fassade der peripheren Wände hochgezogen sind und dann nach außen zurückgebogen sind, wo sie befestigt sind.
EP88403070A 1987-12-10 1988-12-05 Gebäude mit vorgefertigten Elementen Expired - Lifetime EP0321321B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT88403070T ATE76465T1 (de) 1987-12-10 1988-12-05 Gebaeude mit vorgefertigten elementen.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR8717214A FR2624534B1 (fr) 1987-12-10 1987-12-10 Batiment a elements prefabriques
FR8717214 1987-12-10

Publications (2)

Publication Number Publication Date
EP0321321A1 EP0321321A1 (de) 1989-06-21
EP0321321B1 true EP0321321B1 (de) 1992-05-20

Family

ID=9357722

Family Applications (1)

Application Number Title Priority Date Filing Date
EP88403070A Expired - Lifetime EP0321321B1 (de) 1987-12-10 1988-12-05 Gebäude mit vorgefertigten Elementen

Country Status (4)

Country Link
EP (1) EP0321321B1 (de)
AT (1) ATE76465T1 (de)
DE (1) DE3871352D1 (de)
FR (1) FR2624534B1 (de)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2763087B1 (fr) * 1997-05-06 1999-08-06 Jean Marie Brocvielle Systeme d'ancrage de trois dalles
ES2161597B1 (es) * 1999-02-23 2002-07-01 Bscp Building System With Conc Sistema de construccion de edificios.
CN114086686A (zh) * 2021-11-04 2022-02-25 东南大学 焊接轻钢边框发泡混凝土自保温剪力墙体系及施工方法
BE1030560B1 (fr) * 2022-05-24 2024-01-04 Trapani Agostino Di Procédé de construction d'un mur, éléments de construction destinés à l'application du procédé, et immeuble obtenu par application dudit procédé

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2158081A (en) * 1936-12-11 1939-05-16 Jacque C Morrell Building construction
US2883852A (en) * 1956-03-26 1959-04-28 Harry W Midby Masonry building construction
US3714304A (en) * 1969-12-29 1973-01-30 F Anderson Building construction
FR2210703B1 (de) * 1972-12-19 1976-10-29 Garoche Maurice
DE2431606A1 (de) * 1974-07-02 1976-01-22 Kesting Interprefab Ag Transportable raumzelle, insbesondere fertiggarage aus stahlbeton und verfahren zu ihrer herstellung

Also Published As

Publication number Publication date
FR2624534A1 (fr) 1989-06-16
EP0321321A1 (de) 1989-06-21
FR2624534B1 (fr) 1992-06-05
ATE76465T1 (de) 1992-06-15
DE3871352D1 (de) 1992-06-25

Similar Documents

Publication Publication Date Title
EP1941104B1 (de) Neue art von gebäude, verfahren und mittel zu seiner errichtung
EP2061936A2 (de) Gebäude, insbesondere ein wohngebäude, und verfahren zu seiner aufstellung
EP0321321B1 (de) Gebäude mit vorgefertigten Elementen
FR2488930A1 (fr) Procede et ensemble d'elements prefabriques auto-coffrants et auto-bloquants pour l'erection d'un batiment a chainage continu incorpore et a armature integree et batiments obtenus
CA2291591A1 (fr) Ossature de batiment
FR3033584B1 (fr) Construction modulaire a partir d'elements prefabriques
EP1219764A1 (de) Herstellungsverfahren für Bauwerke, insbesondere für Schwimmbäder oder Wasserbecken und Vorrichtung zum Durchführen des Verfahrens
FR2578904A1 (fr) Procede pour la realisation d'un tunnel
FR2464339A1 (fr) Systeme de construction d'une ossature de batiment par assemblage d'elements prefabriques en beton
EP1258565A1 (de) Vorgefertigtes Brückenlager
EP0004998A2 (de) Baustruktur
FR2558868A1 (fr) Procede de construction de parois de batiments ou autres murs, et element de coffrage pour sa mise en oeuvre
EP2489809B1 (de) Verfahren zur Herstellung eines Strukturelements, und so hergestellte Elemente
EP0826840A1 (de) Bauzelle
EP2148019A2 (de) Blockbaustein für Mauern
FR2545136A1 (fr) Batiment en elements prefabriques et plus precisement caveau funeraire
EP0127542B1 (de) Modularer wärmeisolierender Baublock mit einer Verkleidung und Verfahren zum Herstellen eines Gebäudes
EP2559819B1 (de) Montagevorrichtung von Strukturelementen für Holzfachwerkhäuser
FR3066922B1 (fr) Procede et dispositif pour l'amenagement d'un parcours pedestre en salle
EP0006055B1 (de) Aus vorgefertigten Elementen bestehende Raumzelle
FR2614052A1 (fr) Elements de construction prefabriques en beton arme, procede de fabrication de ceux-ci et murs obtenus
FR2519668A1 (fr) Batiment autostable a un seul niveau realise a partir de composants prefabriques en beton cellulaire
FR2783541A1 (fr) Procede pour la construction d'un edifice a ossature en bois edifice susceptible d'etre obtenu par le procede et kit pour la construction d'un edifice a ossature en bois
FR2486563A2 (fr) Element prefabrique pour l'erection d'un mur-caisson et murs obtenus
FR2556390A1 (fr) Composant d'ossature de batiment, ossature de batiment et procede de construction

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 ES FR GB GR IT LI LU NL SE

17P Request for examination filed

Effective date: 19891114

17Q First examination report despatched

Effective date: 19901011

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 DE ES FR GB GR IT LI LU NL 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: 19920520

Ref country code: ES

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

Effective date: 19920520

Ref country code: GB

Effective date: 19920520

Ref country code: AT

Effective date: 19920520

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: 19920520

Ref country code: NL

Effective date: 19920520

Ref country code: SE

Effective date: 19920520

REF Corresponds to:

Ref document number: 76465

Country of ref document: AT

Date of ref document: 19920615

Kind code of ref document: T

REF Corresponds to:

Ref document number: 3871352

Country of ref document: DE

Date of ref document: 19920625

NLV1 Nl: lapsed or annulled due to failure to fulfill the requirements of art. 29p and 29m of the patents act
GBV Gb: ep patent (uk) treated as always having been void in accordance with gb section 77(7)/1977 [no translation filed]
PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CH

Effective date: 19921231

Ref country code: LI

Effective date: 19921231

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

Ref country code: FR

Effective date: 19930831

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

EPTA Lu: last paid annual fee
PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: LU

Payment date: 20001201

Year of fee payment: 13

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

Ref country code: BE

Payment date: 20010111

Year of fee payment: 13

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

Ref country code: DE

Payment date: 20010221

Year of fee payment: 13

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: 20011205

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: 20011231

BERE Be: lapsed

Owner name: BROCVIELLE JEAN-MARIE

Effective date: 20011231

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: 20020702