EP0440562B1 - Mehrschichtiger Strassendeckenbelag gegen Risse - Google Patents

Mehrschichtiger Strassendeckenbelag gegen Risse Download PDF

Info

Publication number
EP0440562B1
EP0440562B1 EP91400237A EP91400237A EP0440562B1 EP 0440562 B1 EP0440562 B1 EP 0440562B1 EP 91400237 A EP91400237 A EP 91400237A EP 91400237 A EP91400237 A EP 91400237A EP 0440562 B1 EP0440562 B1 EP 0440562B1
Authority
EP
European Patent Office
Prior art keywords
layer
surfacing
binder
course
asphaltic
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
EP91400237A
Other languages
English (en)
French (fr)
Other versions
EP0440562A1 (de
Inventor
Maurice Vivier
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.)
Entreprise Jean Lefebvre
Original Assignee
Entreprise Jean Lefebvre
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 Entreprise Jean Lefebvre filed Critical Entreprise Jean Lefebvre
Publication of EP0440562A1 publication Critical patent/EP0440562A1/de
Application granted granted Critical
Publication of EP0440562B1 publication Critical patent/EP0440562B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C7/00—Coherent pavings made in situ
    • E01C7/08—Coherent pavings made in situ made of road-metal and binders
    • E01C7/18—Coherent pavings made in situ made of road-metal and binders of road-metal and bituminous binders
    • E01C7/26—Coherent pavings made in situ made of road-metal and binders of road-metal and bituminous binders mixed with other materials, e.g. cement, rubber, leather, fibre
    • E01C7/265—Coherent pavings made in situ made of road-metal and binders of road-metal and bituminous binders mixed with other materials, e.g. cement, rubber, leather, fibre with rubber or synthetic resin, e.g. with rubber aggregate, with synthetic resin binder
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00—Details of pavings
    • E01C11/005—Methods or materials for repairing pavings
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C7/00—Coherent pavings made in situ
    • E01C7/08—Coherent pavings made in situ made of road-metal and binders
    • E01C7/18—Coherent pavings made in situ made of road-metal and binders of road-metal and bituminous binders
    • E01C7/26—Coherent pavings made in situ made of road-metal and binders of road-metal and bituminous binders mixed with other materials, e.g. cement, rubber, leather, fibre
    • E01C7/262—Coherent pavings made in situ made of road-metal and binders of road-metal and bituminous binders mixed with other materials, e.g. cement, rubber, leather, fibre with fibrous material, e.g. asbestos; with animal or vegetal admixtures, e.g. leather, cork

Definitions

  • the present invention belongs to the field of road surfaces, in particular road surfaces whose seats crack.
  • a first improvement consists in interposing a bituminous membrane, having a thickness of 2 to 3 mm, between the wearing course and the support.
  • the support In the case of a new roadway, the support consists of gravel treated with hydraulic binders. In the case of an existing cracked roadway comprising gravel treated with hydraulic binders, the support consists of the existing coating as described for example by EP-A-0 216 148.
  • the bitumens used for the bituminous membrane can be pure bitumens or bitumens modified by the addition of macromolecular substances.
  • a disadvantage of this type of process is that, during the laying of the first hot mix mat on the bituminous membrane, even sandblasted, it melts and percolates from bottom to top at the base of this mat, so that its thickness greatly decreases until it disappears almost completely if the temperature of the mix is excessive. The ability to slow the rise of cracks is then considerably reduced, because a coating of asphalt, even highly enriched with bituminous binder at its base, is obviously less deformable than a layer of pure binder.
  • the present inventors have now discovered a new means for preventing reverse percolation of the binder constituting the bituminous membrane during the application of the hot mix forming the wearing course.
  • the present invention relates to a new multilayer coating for a roadway, which is intended to slow down or suppress the rise of cracks that may appear in the seat of said roadway.
  • the invention also relates to a process for producing this coating.
  • the multilayer coating according to the invention comprises a bituminous membrane applied to the seat of the roadway, and a wearing course or a bonding layer. It is characterized in that it also comprises at least one layer of cold-cast mix, between the bituminous membrane and the wearing course or a bonding layer.
  • a surfacing layer will be applied to said support, before applying the bituminous membrane.
  • the cold-poured asphalt layer consists of a bituminous binder and an aggregate, the maximum particle size of which remains less than approximately 10 mm.
  • the aggregate is preferably a crushed sand and more particularly a 0/6, 0/4 or 0/2 sand.
  • the thickness of the cold-cast mix layer is between 3 and 12 mm. It is essentially a function of the grain size of the sand. Thus, for a 0/2 sand, the thickness is of the order of 3 to 5 mm; for 0/4 sand, it is 5 to 7 mm; for 0/6 sand, it is 7 to 10 mm.
  • the cold poured asphalt layer can be a single layer. It can also be a double layer.
  • the bituminous binder essentially contains a bitumen.
  • bitumen is chosen from pure bitumens, preferably from grades 60/70, 80/100, and 180/220.
  • bitumen used can be a bitumen modified by the addition of thermoplastic copolymers, either by direct hot mixing of pure bitumen and of copolymer, or by indirect cold mixing of pure bitumen emulsion and of aqueous dispersion of copolymer at the time of manufacture. of the mix to be poured.
  • EVA ethylene vinyl acetate
  • SBS styrene butadiene styrene styrene
  • EMA ethylene methacrylate copolymers
  • SBR styrene butadiene rubber block copolymers
  • acrylic copolymers as well as various mixtures of these copolymers.
  • copolymer is at most equal to about 5% by weight.
  • the addition of such copolymers has the effect of a less rejection on commissioning, a better binder-aggregate bond, increased brine resistance, a reduction in sensitivity to heat and cold, greater cohesion as well as '' better deformability.
  • a mineral filler can optionally supplement the particle size of the aggregates such as for example a crushed rock powder, preferably limestone, cement, natural or artificial rock fibers.
  • the mineral filler content is less than 10%.
  • the bituminous binder also contains synthetic fibers.
  • the fibers used are ultra-fine synthetic fibers (a few decitex) and relatively long (4 to 8 mm). They are chosen according to the elastic modulus of the material of which they are made, in order to obtain a fibrous mix whose deformability is compatible with that of the support on which it will be applied. Low fiber low modulus will be used for the most deformable pavements.
  • the proportion of fibers is advantageously between 0.05 and 3% by weight. This proportion may be very low, but given the extreme fineness of these fibers, their number per square meter of asphalt poured is considerable, as well as the length of the network that they constitute.
  • bituminous membrane can be applied hot, or spread cold when in the form of a bituminous emulsion.
  • bituminous membrane can advantageously be coated, in a conventional manner, during a sanding operation, with fine particles, for example with ardoisine or with sandstone.
  • the wearing courses or link layers are not critical. They are produced in a manner known per se, for example in the form of a surface coating, a hot mix or a cold cast mix. In the particular case of an overlying hot mix, the cold-poured asphalt layer constitutes a thermal and mechanical screen opposing the reverse percolation of the membrane in this asphalt.
  • the wearing course or bonding layer can also consist of a cold-cast mix containing a modified bitumen to which synthetic fibers have optionally been added.
  • the coating according to the present invention can be applied to any pavement support. It is particularly useful for pavements whose support undergoes cracking, whatever the origin of the cracking. These may include active cracks originating from a thermal shrinkage phenomenon.
  • the support can, for example, consist of concrete slabs separated by expansion joints.
  • the coating is particularly useful for semi-rigid pavements treated with hydraulic binders and for cement concrete pavements.
  • the method for producing a multilayer coating according to the invention is characterized in that it consists in applying successively to the roadway, a layer of a bituminous binder spread hot or else cold in the form of an emulsion, a layer of cold-poured asphalt, then a wearing course or a binder course. Each of these layers is applied by conventional methods.
  • Examples 1 and 2 are examples of preparation of compositions intended to constitute the layer of cold-cast mix.
  • bituminous binder used was Mobilplast® sold by the applicant, containing 95% by weight of 80/100 emulsifiable bitumen, and 5% by weight of an EVA 33/45 copolymer.
  • Shrinkage-bending tests were carried out on a test piece reproducing a multi-layer coating of the invention and on test pieces reproducing control coatings.
  • the test consists in monitoring the rate of ascent of a crack through the various coatings.
  • the progress of the crack is followed by a network of conductive wires.
  • the test makes it possible to estimate, under these conditions, different characteristics linked to the efficiency of the complex studied (appearance of the crack, speed of propagation, complete cracking time of the complex).
  • FIG. 1 A diagram of the machine used is shown in fig. 1.
  • Each plate is sawn to provide three test specimens of dimensions 560 x 110 x e.
  • Each test piece receives a network of conductive wires forming part of the crack monitoring system. The test piece is then bonded to two half-plates (made of aluminum) and fixed to the machine according to the diagram in Figure 1.
  • a support + complex coating complex according to the invention was studied in the context of this experiment, by comparison with three control complexes. Their constitutions are indicated in Table I below.
  • Each curve corresponds to the average behavior of two test pieces.
  • the number assigned to each curve is the number of the corresponding sample.
  • the test although simulating the stresses to which the road is subjected, can only be interpreted by making comparisons with known control systems.
  • the controls used in this study are bituminous concretes at 60/70 directly bonded to their cracked support (samples and curves n ° 1 and 2) and a bituminous concrete system at 60/70 + rich bitumen sand 80/100 itself bonded. on its support (sample and curve n ° 3).

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • Road Signs Or Road Markings (AREA)
  • Road Repair (AREA)
  • Paints Or Removers (AREA)
  • Footwear And Its Accessory, Manufacturing Method And Apparatuses (AREA)

Claims (11)

  1. Mehrschichtiger Deckenbelag für eine Straße, dazu bestimmt, das Aufsteigen von Rissen zu verlangsamen oder zu unterdrücken, die in der Grundschicht der Straße erscheinen können, aufgebaut aus einer bituminösen Membran, die auf das Bett aufgebracht ist, und einer Deckschicht oder eine Verbindungsschicht, dadurch gekennzeichnet, daß er, zwischen der bituminösen Membran und der Deck- oder Verbindungsschicht, wenigstens eine kaltvergossene Hüllschicht umfaßt.
  2. Mehrschichtiger Deckenbelag nach Anspruch 1, dadurch gekennzeichnet, daß die bituminöse Membran aus reinem Bitumen oder durch thermoplastische Kopolymere modifiziertes Bitumen aufgebaut ist.
  3. Mehrschichtiger Deckenbelag nach einem der Ansprüche 1 und 2, dadurch gekennzeichnet, daß die kaltvergossene Hüllschicht ein bituminöses Bindemittel und ein Granulat, dessen maximale Abmessung der Teilchen geringer ist als ungefähr 10 mm, enthält.
  4. Mehrschichtiger Deckenbelag nach Anspruch 3, dadurch gekennzeichnet, daß das Granulat aus den grobzerkleinerten Sanden ausgewählt ist.
  5. Deckenbelag nach einem der Ansprüche 3 oder 4, dadurch gekennzeichnet, daß das bituminöse Bindemittel ein reines Bitumen enthält.
  6. Deckenbelag nach einem der Ansprüche 3 bis 5, dadurch gekennzeichnet, daß das bituminöse Bindemittel ein durch Zusatz wenigstens eines Kopolymeres modifiziertes Bitumen enthält.
  7. Deckenbelag nach Anspruch 6, dadurch gekennzeichnet, daß das Kopolymer aus den Vinyl-Äthylenacetat-Kopolymeren, den dreisequenzigen Styren-Butadien-Styren-Kopolymeren, den zweisequenzigen Styren-Butadien-Gummi (SBR)-Kopolymeren, den Acryl-Kopolymeren ebenso wie ihren Mischungen gewählt ist.
  8. Deckenbelag nach einem der Ansprüche 1 bis 7, dadurch gekennzeichnet, daß die kaltvergossene Hüllschicht synthetische Fasern enthält.
  9. Deckenbelag nach einem der Ansprüche 1 bis 8, dadurch gekennzeichnet, daß er eine Oberflächenverbesserungsschicht zwischen dem Träger und der bituminösen Membran aufweist.
  10. Verfahren zum Herstellen eines Straßendeckenbelages nach einem der Ansprüche 1 bis 9, anstrebend, die Fortpflanzung von Rissen der Betten durch den Deckenbelag zu verlangsamen, dadurch gekennzeichnet, daß es darin besteht, auf das Bett der Straße, das gegebenenfalls mit einer Oberflächenverbesserungsschicht bedeckt ist, aufeinanderfolgend aufzubringen:
    - eine Schicht aus bituminösem Bindemittel,
    - kalt eine Schicht einer Zusammensetzung, die ein bituminöses Bindemittel und ein Granulat enthält,
    - eine Deck- oder Verbindungsschicht.
  11. Verfahren nach Anspruch 10, dadurch gekennzeichnet, daß die Deck- oder Verbindungsschicht heiß aufgebracht wird.
EP91400237A 1990-02-02 1991-01-31 Mehrschichtiger Strassendeckenbelag gegen Risse Expired - Lifetime EP0440562B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR9001240A FR2657902B1 (fr) 1990-02-02 1990-02-02 Revetement multicouche pour chaussees.
FR9001240 1990-02-02

Publications (2)

Publication Number Publication Date
EP0440562A1 EP0440562A1 (de) 1991-08-07
EP0440562B1 true EP0440562B1 (de) 1993-06-23

Family

ID=9393349

Family Applications (1)

Application Number Title Priority Date Filing Date
EP91400237A Expired - Lifetime EP0440562B1 (de) 1990-02-02 1991-01-31 Mehrschichtiger Strassendeckenbelag gegen Risse

Country Status (9)

Country Link
US (1) US5106228A (de)
EP (1) EP0440562B1 (de)
AT (1) ATE90982T1 (de)
CA (1) CA2035362C (de)
DE (1) DE69100133T2 (de)
DK (1) DK0440562T3 (de)
ES (1) ES2042341T3 (de)
FR (1) FR2657902B1 (de)
PT (1) PT96651A (de)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2693490B1 (fr) * 1992-07-07 1994-09-02 Elf Antar France Système perfectionné anti-remontée de fissures intercalé entre la couche de structure et la couche de roulement d'une chaussée et procédé pour la réalisation d'un tel système.
FR2716470B1 (fr) * 1994-02-21 1996-05-03 Screg Routes & Travaux Procédé de réalisation d'un revêtement routier bitumineux ultra-mince.
JP3565501B2 (ja) * 2000-10-04 2004-09-15 株式会社日本触媒 特定組成よりなるアスファルト改質材、改質アスファルト混合物及びその舗装方法
EP2425060A4 (de) * 2009-04-28 2014-07-09 Infrastructure Technologies Ltd Auskleidung für kanal und wasserspeicher
DE102013113318A1 (de) * 2013-12-02 2015-06-03 Sf-Kooperation Gmbh Beton-Konzepte Erdreichabdeckung und Verfahren zur Herstellung derselben

Family Cites Families (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR922016A (fr) * 1945-03-29 1947-05-27 Bataafsche Petroleum Procédé pour l'obtention ou la réparation des revêtements bitumineux de routes
GB921936A (en) * 1960-02-03 1963-03-27 British Cellophane Ltd Improvements in or relating to roads and the like
FR2183618A1 (en) * 1972-05-12 1973-12-21 Mobil Oil France Road surfacing compsn - contg mixt of bitumen ethylene/vinyl acetate copoly-mer and terpene resin as binder
CH545378A (de) * 1972-05-19 1973-12-15 Oleag Ag Risse überbrückender, isolierender Bodenbelag
DE2250694A1 (de) * 1972-10-16 1974-04-18 Us Rubber Reclaiming Co Belag fuer verkehrsflaechen
US4151025A (en) * 1977-06-06 1979-04-24 Triram Corporation Method for waterproofing bridge decks and the like
US4545699A (en) * 1980-08-29 1985-10-08 Owens-Corning Fiberglas Corporation Primer composition for a laminated repaired road
US4362586A (en) * 1980-11-07 1982-12-07 Owens-Corning Fiberglas Corporation Polyamide as a primer for use with asphaltic membranes
GB8409635D0 (en) * 1984-04-13 1984-05-23 Exxon Research Engineering Co Surface dressing of roads
AT386028B (de) * 1985-09-11 1988-06-27 Vialit Gmbh Kaltasphalt Bituminoeser belag fuer strassen, wege u. dgl., sowie verfahren zur herstellung von im kaltverfahren bituminoes gebundener belaege fuer strassen, wege u. dgl.
US5026609A (en) * 1988-09-15 1991-06-25 Owens-Corning Fiberglas Corporation Road repair membrane

Also Published As

Publication number Publication date
DE69100133T2 (de) 1993-09-30
DE69100133D1 (de) 1993-07-29
CA2035362C (fr) 1999-06-29
ES2042341T3 (es) 1993-12-01
DK0440562T3 (da) 1993-08-16
PT96651A (pt) 1991-10-31
EP0440562A1 (de) 1991-08-07
ATE90982T1 (de) 1993-07-15
FR2657902B1 (fr) 1992-07-03
US5106228A (en) 1992-04-21
FR2657902A1 (fr) 1991-08-09
CA2035362A1 (fr) 1991-08-03

Similar Documents

Publication Publication Date Title
CA2896112C (fr) Composition de grave agglomeree scellee pour couche d`assise comprenant une forte proportion en gros granulats
CA2641387A1 (fr) Mastic bitumineux comprenant des ultrafines et ses applications
EP0603369B1 (de) Verbessertes system zum vorbeugen von aufsteigenden rissen zwischen der fahrbahn und dem unterbau einer strasse, und verfahren zur herstellung
EP1563143B1 (de) Verfahren zur Aufbereitung, insbesondere Kaltaufbereitung, eines Mischgutes und ein solches Mischgut
EP0440562B1 (de) Mehrschichtiger Strassendeckenbelag gegen Risse
EP0690102A1 (de) Thermisch schmelzbare organische Bindmittel für Asphaltprodukte, diese Asphaltprodukte und Verwendung dieser Bindmittel
EP3083521B1 (de) Leichte beschichtete materialien und verwendung bei ingenieurbauwerken
EP1849916B1 (de) Zusammensetzung für Decklagen von Strassen mit geräuschdämpfenden Eigenschaften
FR2738008A1 (fr) Utilisation d'un liant bitumineux tres dur dans la preparation d'un enrobe bitumineux, destine notamment aux assises de chaussees
CH684698A5 (fr) Masse de remplissage pour joint viscoélastique continu pour ouvrage d'art en béton et joint viscoélastique comprenant cette masse de remplissage.
EP3898805A1 (de) Petrolkoks enthaltende beschichtung
BE903034A (fr) Compositions destinees notamment a la refection de routes procede pour leur mise en oeuvre et applications de ces compositions.
FR2974080A1 (fr) Compositions d'enrobe bitumineux pour couches superieures de chaussees comprenant des particules de polymeres organiques expansees
EP0771910A1 (de) Verfahren zur Herstellung eines Verbundwerkstoffes für Strassen
EP0475824A1 (de) Mehrlagiger Belag für Stahlbrücken
FR2852031A1 (fr) Composition de revetement routier a proprietes anti-bruit
JPH08295802A (ja) 排水性舗装材およびその製造方法
FR2674548A1 (fr) Enrobe drainant pour couches de roulement de chaussee.
RU2267465C1 (ru) Битумоминеральная открытая смесь
FR2897359A1 (fr) Mastic bitumineux comprenant des ultrafines et ses applications
WO2000047820A1 (fr) Couche de roulement bitumineuse drainante
FR2669950A1 (fr) Procede de tracage de lignes de marquage de terrains, notamment terrains de sport, composition de materiaux adaptee a sa mise en óoeuvre et terrain de sport ainsi obtenu.
WO2012104427A1 (fr) Systeme d'etancheite sur beton
FR3039172A1 (fr) Enrobe acoustique a multiples discontinuites et porosites pour voie de circulation
EP0226493A1 (de) Aktivierter Füllersand, Verfahren zu seiner Vorbereitung und seine Verwendung zum Herstellen von Heissmischgut

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 IT LI LU NL SE

17P Request for examination filed

Effective date: 19911021

17Q First examination report despatched

Effective date: 19920814

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 DK 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: AT

Effective date: 19930623

Ref country code: SE

Effective date: 19930623

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: 19930623

Ref country code: NL

Effective date: 19930623

REF Corresponds to:

Ref document number: 90982

Country of ref document: AT

Date of ref document: 19930715

Kind code of ref document: T

ITF It: translation for a ep patent filed

Owner name: ING. MILANI GIORGIO

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

Effective date: 19930630

REF Corresponds to:

Ref document number: 69100133

Country of ref document: DE

Date of ref document: 19930729

REG Reference to a national code

Ref country code: DK

Ref legal event code: T3

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2042341

Country of ref document: ES

Kind code of ref document: T3

NLV1 Nl: lapsed or annulled due to failure to fulfill the requirements of art. 29p and 29m of the patents act
EPTA Lu: last paid annual fee
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: LU

Payment date: 19960101

Year of fee payment: 6

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

Ref country code: DK

Payment date: 19960102

Year of fee payment: 6

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: 19970131

Ref country code: DK

Effective date: 19970131

REG Reference to a national code

Ref country code: DK

Ref legal event code: EBP

REG Reference to a national code

Ref country code: GB

Ref legal event code: IF02

REG Reference to a national code

Ref country code: FR

Ref legal event code: TP

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

Ref country code: CH

Payment date: 20100212

Year of fee payment: 20

Ref country code: ES

Payment date: 20100126

Year of fee payment: 20

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

Ref country code: FR

Payment date: 20100128

Year of fee payment: 20

Ref country code: IT

Payment date: 20100123

Year of fee payment: 20

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

Ref country code: DE

Payment date: 20100211

Year of fee payment: 20

Ref country code: GB

Payment date: 20100122

Year of fee payment: 20

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

Ref country code: BE

Payment date: 20100326

Year of fee payment: 20

BE20 Be: patent expired

Owner name: ENTREPRISE JEAN *LEFEBVRE

Effective date: 20110131

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: PE20

Expiry date: 20110130

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 EXPIRATION OF PROTECTION

Effective date: 20110130

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 EXPIRATION OF PROTECTION

Effective date: 20110131

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20130725

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 EXPIRATION OF PROTECTION

Effective date: 20110201