EP1582628B1 - Procédé pour la fabrication d'une dalle en pierre artificielle drainante - Google Patents

Procédé pour la fabrication d'une dalle en pierre artificielle drainante Download PDF

Info

Publication number
EP1582628B1
EP1582628B1 EP05006715A EP05006715A EP1582628B1 EP 1582628 B1 EP1582628 B1 EP 1582628B1 EP 05006715 A EP05006715 A EP 05006715A EP 05006715 A EP05006715 A EP 05006715A EP 1582628 B1 EP1582628 B1 EP 1582628B1
Authority
EP
European Patent Office
Prior art keywords
grains
superficial layer
layer
set forth
pores
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.)
Not-in-force
Application number
EP05006715A
Other languages
German (de)
English (en)
Other versions
EP1582628A2 (fr
EP1582628A3 (fr
Inventor
Wilfried Blocken
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.)
RECYFOAM SA
Original Assignee
RECYFOAM SA
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 RECYFOAM SA filed Critical RECYFOAM SA
Publication of EP1582628A2 publication Critical patent/EP1582628A2/fr
Publication of EP1582628A3 publication Critical patent/EP1582628A3/fr
Application granted granted Critical
Publication of EP1582628B1 publication Critical patent/EP1582628B1/fr
Priority to CY20081100108T priority Critical patent/CY1107164T1/el
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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
    • E01C5/00—Pavings made of prefabricated single units
    • E01C5/06—Pavings made of prefabricated single units made of units with cement or like binders
    • E01C5/065—Pavings made of prefabricated single units made of units with cement or like binders characterised by their structure or component materials, e.g. concrete layers of different structure, special additives
    • 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
    • E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
    • E01C11/224—Surface drainage of streets
    • E01C11/225—Paving specially adapted for through-the-surfacing drainage, e.g. perforated, porous; Preformed paving elements comprising, or adapted to form, passageways for carrying off drainage

Definitions

  • the invention relates to a method for producing a water-permeable artificial stone slab with at least two layers, namely a lower layer of a first hardenable mixture consisting essentially of grains, which are obtained from broken natural stones and cement, said first layer having pores and a superficial layer consisting essentially of a second hardenable mixture of grains obtained from crushed natural stones and 150-450 kg of cement, the superficial layer having pores and being thinner than the lower layer and the two layers joined together.
  • a method for producing an artificial stone is known.
  • a ground fresh first layer of a first curable mixture is introduced. It consists of grains obtained from broken natural stones with a grain size of 1 to 16 mm and 150 to 450 kg of cement per cubic meter of grain.
  • This first layer is compacted in a press by applying a defined force within the mold on the short side.
  • a fresh, moist, second layer of a second curable mixture is applied. It consists of grains obtained from crushed natural stones whose grain size exceeds the grain size of the grains of the first layer, preferably the grain size is in the range of 4 to 9 mm, and 150-450 kg of cement per cubic meter of grains.
  • the second layer and thus indirectly the first layer is compacted by applying a defined force within the mold.
  • the process can also be carried out in a different order by first introducing the second layer into the mold and then the first layer.
  • the first layer is a superficial layer
  • the second layer is thicker than the first layer.
  • Out DE 39 09 169 A1 is a water-permeable, natural-colored paving element in the form of plates, paving stones, composite stones and the like, which can be used to pave sidewalks, paths, etc.
  • the pore volume increases from the superficial layer to the lower layer.
  • the lower layer thus has more pore volume than the superficial layer. As a result, water is drained rapidly downwards and prevents clogging of the pore system.
  • the optical quality of the surface is the superficial layer. Even if the superficial layer is introduced into a mold as a second layer, due to the mixing process of the curable mixture of this layer, the grains are coated with cement paste, which is also necessary for the inner bond but interferes with the surface.
  • the artificial stone slab is just for applications with aesthetic demands, for example in swimming pools, terraces and the like. In these applications, a great value is placed on a visually appealing surface.
  • Out DE 100 54 818 A1 is a method for producing concrete floor slabs known.
  • the top of the bottom plates is surface treated after curing of the concrete, for example by grinding to achieve the smoothest possible surface or by a ball treatment to achieve a defined roughened surface.
  • a water permeability of the bottom plate is not specified
  • Out DE 37 02 313 C1 is a method for producing a concrete paving stone or a concrete slab known in the concrete is stored in split. After the pressing process, the concrete is washed in not yet hardened state from the surface of the stone or the plate between the split grains in the desired depth. After hardening of the concrete, the sharp edges of the split grains protruding on the surfaces of the stone or plate are removed with the aid of a sandblast blower. A water permeability is not specified.
  • the invention has set itself the task of developing the method for producing the previously known water-permeable artificial stone slab to the effect that the artificial stone slab has an aesthetically pleasing surface, in particular has a high quality.
  • the surface of the surface layer after curing is subjected to a sandblasting process.
  • special grains are used, namely those that have no chance due to their size to get into the pores.
  • the grains therefore remain on the surface, they can not get into the pore system.
  • the grains cause the grains lying on the surface to have a particularly nice, cleaned surface. Any cement haze is removed by the jet grains.
  • the grains also polish the surface, resulting in an aesthetically beautiful, even design the surface is coming.
  • white cement which looks much better aesthetically, as the commonly used gray cement. Due to the white cement, the superficial grains are better able to stand out of the environment. In the finished stone, the cement areas located between the grains are slightly deeper than the general surface of the grains. In other words, the crests of the grains form the outer surface and the cement bridges are slightly behind. The pores are also visible between the grains. Due to the grains of the grains, the grains, as far as they are on the surface, are partially exposed.
  • washed concrete In contrast to washed concrete, in which the superficial grains are exposed and the cement veil is removed by wiping and rinsing with water, but only worked dry. This prevents the pores from clogging due to the mixture of cement and water.
  • the beam direction of the machining process can be influenced. With flatter beam direction, so flatter impact of the beam grains, the surface is better uniformed. At steeper angles, you avoid shadows and it is possible to create special effects. At shallow beam angles, it has proven advantageous to rotate the stone slowly during machining around a vertical axis. This avoids shadows.
  • the superficial layer is 10 to 15 mm thick. Since it is made of precious stones, it is only made as thick as absolutely necessary. This results alone from cost considerations assumes the strength, in particular the static strength, receives the artificial stone plate substantially through the lower layer. For these grains can be used as inexpensive as possible, it can also be used normal, gray cement. The lower layer is, once the plate is laid, no longer visible.
  • the order of production of the two layers is arbitrary. It can be started with the superficial position and be piled up on this, the lower layer, as long as still connection between these two layers is possible. But it can also be worked the other way round, so first the lower layer are placed in a mold and applied to this the superficial layer, again as long as still a connection of the two layers is possible.
  • the artificial stone slab invention consists of grains of different types, which are obtained from natural stones. Grain mixtures can be used. The grains are extracted from mineral material and are connected by cement. Between the grains a pore system remains free. The pores are continuous and have a considerable volume, for example 10%, preferably 30%, possibly even 40 to 50% of the total volume of the artificial stone.
  • a surface layer 20 of the artificial stone has a surface 22 accessible in the installed state of the stone.
  • the surface layer 20 is formed from a first hardenable mixture. This consists essentially of grains 24 whose grain size is in the range of 1.5 to 10 mm, preferably 2 to 6 mm grain dimensions. The fine and fines should be removed as much as possible, it is undesirable. Typical material for the grains is granite, basalt, porphyry, marble and the like.
  • the curable mixture still contains white cement, the proportion is between 180 and 300 kg per cubic meter of granular material. By using white cement, surface 22 is optically more beautiful than achievable with conventional gray cement.
  • the cement bridges are shown in the figures.
  • the artificial stone is at least two-layered.
  • a lower layer 30 is intimately connected to the superficial layer 20, in particular freshly worked in fresh, so that the cement bond 38 and the compound of the layers 20, 30 secures.
  • the lower layer 30 consists of a curable mixture.
  • This second mixture is composed of grains 34 and cement. Normal, gray cement is used.
  • the grain size of the grains 34 is always in the range above the grain size of the grains 24 of the surface layer 20, e.g. the grain size is in the range of 3 to 12 mm, preferably 3 to 8 mm grain dimensions.
  • the grain size of the lower layer grains is at least twice that of the grains 24 of the surface layer 20. Larger factors, e.g. triple and quadruple, are possible.
  • the pore volume of the artificial stone should be above 10% by volume, preferably above 15% by volume.
  • the pores 36 of the lower layer 30 are generally larger than the pores 26 of the surface layer 20. Also, it is desirable that the total pore volume of the lower layer 30 is greater than that of the surface layer 20. This penetrates dirt particles better forwarded down. It is achieved a good water permeability and water drainage.
  • the lower layer 30 inexpensive grains 34 can be used, it can be used a grain mixture.
  • the grains 34 of the lower layer 30 are not visible in the installed state, with these grains 34, therefore, it essentially depends on sufficient strength, availability and price.
  • the thickness of the surface layer 20 is chosen as small as possible in order to use the expensive material, namely both the white cement and the high-quality stone, as favorably as possible. But it must be ensured that the superficial layer 20 is opaque, so the stones of the lower layer are not visible. Also, the manufacturing process must be such that the stones of the lower layer can not penetrate into the region of the surface layer 20, so remain invisible.
  • the surface 22 is ground slightly flat. This plan grinding can also train more intensified. The surface finish makes the surface more valuable, removing random tips of grains that protrude upwards.
  • FIG. 3 shows the method of sandblasting. From a blasting device 40 exits a compressed air flow, the jet grains 42 promotes.
  • the grains are stainless steel balls with a diameter in the range 0.5 to 1 mm.
  • the jet emerging from the jet device is essentially bundled. But it is also possible to use relatively broad beam bundles, eg with an opening angle of 30 °.
  • the beam strikes the surface 22 with a main direction 44. This main direction can be steep, but it can also be chosen flat, as shown in Figure 3. In Figure 3, the angle is about 30 °, which includes the main direction 44 with the surface 22. At a shallower angle, the grains 24 that lie in the surface are ground a little flat.
  • the method for producing the artificial stone may be corresponding to the teaching and the already mentioned DE 102 18 634 A1 be carried out, so applying pressure to the individual layers 20, 30. However, it can also be carried out without pressure.
  • a shape is used.
  • the shape may be square, hexagonal or the like, generally the cast stone plate may have any shape reasonably suitable for installation. It can also quite irregular shapes are used, if one wishes a certain irregularity and proximity to the natural stone plate in the finished image of laid panels.
  • For the superficial layer 20 are particularly flat, ie platelet-shaped grains. They can be introduced so that they are substantially parallel to the surface 22.
  • the pore geometry that sets in is beneficial for draining polluted water.
  • the artificial stone is suitable for the inserts, as they are also in the DE 102 18 634 are called.
  • the entire disclosure content of this document is hereby included in the disclosure of the present application.
  • sandblasting is done overhead. As a result, dust that occurs during sandblasting falls down. In any case, it does not remain on the surface and therefore does not have to be removed later. If a certain amount of dust remains, it is preferably sucked off, in particular with a vacuum cleaner.

Claims (9)

  1. Procédé de réalisation d'une dalle en pierre artificielle perméable à l'eau avec au moins deux couches, comprenant les étapes suivantes :
    - réalisation d'une couche inférieure à partir d'un premier mélange durcissable constitué sensiblement de grains (34) obtenus à partir de pierres naturelles concassées et ayant une granulométrie supérieure à 0,5 mm, et de 150 - 450 kg, de préférence de 180 - 300 kg, de ciment par mètre cube de grains, cette couche inférieure (30) comportant des pores (36) et
    - réalisation d'une couche superficielle (20) obtenue sensiblement à partir d'un deuxième mélange durcissable de grains (24) obtenus à partir de pierres naturelles concassées, d'une granulométrie supérieure à 0,5 mm, et comportant une surface (22) esthétique de valeur comme du granite, du marbre ou du porphyre par exemple, et à partir de 150 - 450 kg, de préférence entre 180 et 300 kg, de ciment blanc par mètre cube de grains, la couche superficielle (20) ayant des pores (26), ayant une épaisseur d'au moins 8 mm et étant plus mince que la couche inférieure (30)
    et
    - la réalisation se faisant de telle sorte que les deux couches (20, 30) sont reliées ensemble,
    - que l'on laisse durcir la couche superficielle (20) et que l'on sable la surface (22) de cette couche superficielle (20) avec des grains de sablage (42) de sorte que les grains (24) de la couche superficielle (20) situés en surface (22) apparaissent clairement, notamment sont débarrassés du voile de ciment, les grains de sablage (42) utilisés ayant des dimensions suffisamment grandes pour empêcher la pénétration des grains de sablage (42) dans les pores (26) de la couche superficielle (20).
  2. Procédé selon la revendication 1, caractérisé en ce que la couche superficielle (20) est réalisée avec une épaisseur comprise entre 10 et 15 mm.
  3. Procédé selon la revendication 1, caractérisé en ce que les grains de sablage (42) utilisés ont au moins deux fois la taille des pores (26) les plus grands de la couche superficielle (20).
  4. Procédé selon la revendication 1, caractérisé en ce que les grains de sablage (42) utilisés sont sensiblement de forme sphérique et que leur diamètre est compris entre 0,5 et 1 mm, de préférence que les grains de sablage (42) sont des billes d'acier inoxydable.
  5. Procédé selon la revendication 1, caractérisé en ce que le sablage avec les grains de sablage (42) se fait avec de l'air comprimé et sans aucune addition d'eau.
  6. Procédé selon la revendication 1, caractérisé en ce que, pendant le sablage, les grains de sablage (42) frappent la surface (22) de la couche superficielle (20) à un angle plat, notamment à un angle compris entre 10 et 50°, mesuré à partir du plan de la couche superficielle (20).
  7. Procédé selon la revendication 1, caractérisé en ce que les pores (36) de la couche inférieure (30) sont réalisés en moyenne de taille plus grande que les pores (26) de la couche superficielle (20).
  8. Procédé selon la revendication 1, caractérisé en ce que la couche superficielle (20) est meulée de sorte que les grains (24) situés en surface (22) ont une section polie.
  9. Procédé selon la revendication 1, caractérisé en ce que les grains (24) de la couche superficielle (20) sont en moyenne plus petits que les grains (34) de la couche inférieure (30).
EP05006715A 2004-04-02 2005-03-29 Procédé pour la fabrication d'une dalle en pierre artificielle drainante Not-in-force EP1582628B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CY20081100108T CY1107164T1 (el) 2004-04-02 2008-01-31 Υδατοδιαπερατες πλακες απο τεχνητη πετρα

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
DE102004016995 2004-04-02
DE102004016995 2004-04-02
DE102005004930A DE102005004930A1 (de) 2004-04-02 2005-02-03 Wasserdurchlässige Kunststeinplatte
DE102005004930 2005-02-03

Publications (3)

Publication Number Publication Date
EP1582628A2 EP1582628A2 (fr) 2005-10-05
EP1582628A3 EP1582628A3 (fr) 2006-01-25
EP1582628B1 true EP1582628B1 (fr) 2007-11-07

Family

ID=34888831

Family Applications (1)

Application Number Title Priority Date Filing Date
EP05006715A Not-in-force EP1582628B1 (fr) 2004-04-02 2005-03-29 Procédé pour la fabrication d'une dalle en pierre artificielle drainante

Country Status (7)

Country Link
EP (1) EP1582628B1 (fr)
AT (1) ATE377672T1 (fr)
CY (1) CY1107164T1 (fr)
DE (2) DE102005004930A1 (fr)
DK (1) DK1582628T3 (fr)
ES (1) ES2297552T3 (fr)
PT (1) PT1582628E (fr)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202008003071U1 (de) * 2008-03-04 2008-05-21 Berding Beton Gmbh Deckwerkstein zur Befestigung von Böschungen oder Deichen
FR2981373B1 (fr) * 2011-10-13 2020-05-01 Edycem Beton Revetement de sol drainant, son procede de fabrication et ses utilisations sur un sol permeable ou impermeable
FR3095370B1 (fr) * 2019-04-23 2023-05-19 Colas Sa Composition pour revêtement de voiries à faible trafic permettant de limiter, voire d’empêcher, la pousse de végétaux
DE102021119916A1 (de) 2021-07-30 2023-02-02 Christian Huckschlag Kunststein in plattenförmiger und einlagiger Ausgestaltung sowie System zur begehbaren und/oder befahrbaren Befestigung einer Bodenfläche und Verfahren zur Herstellung eines Kunststeins

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3702313C1 (en) * 1987-01-27 1988-04-07 Hermann Dipl-Ing Willeck Process for producing a concrete paving stone or a concrete slab with a chippings layer
DE19808494C2 (de) * 1998-02-27 2001-05-03 Wiesner Betonwerk Gmbh Verfahren zur Herstellung von künstlichen Pflastersteinen, sowie hiermit hergestellte Pflastersteine und Pflasterdecke hiermit
DE10054818A1 (de) * 2000-10-24 2002-04-25 Godelmann Jun Verfahren zum Herstellen von Bodenplatten aus Beton sowie nach diesem Verfahren hergestellte Bodenplatte
DE10218634B4 (de) * 2001-09-28 2008-09-11 Reputec Nv Wasserdurchlässiger Kunststein

Also Published As

Publication number Publication date
ES2297552T3 (es) 2008-05-01
ATE377672T1 (de) 2007-11-15
PT1582628E (pt) 2008-02-15
CY1107164T1 (el) 2012-10-24
EP1582628A2 (fr) 2005-10-05
DE502005001855D1 (de) 2007-12-20
EP1582628A3 (fr) 2006-01-25
DK1582628T3 (da) 2008-03-17
DE102005004930A1 (de) 2005-10-20

Similar Documents

Publication Publication Date Title
DE3835623A1 (de) Mit natursteinen dekoriertes betonprodukt und ein verfahren zu dessen herstellung
WO2016005566A1 (fr) Procédé de fabrication d'éléments en béton
EP2182137A2 (fr) Sol de terrazzo et son procédé de fabrication
DE3909169A1 (de) Wasserdurchlaessiges naturfarbenes pflasterelement und verfahren zu seiner herstellung
EP1582628B1 (fr) Procédé pour la fabrication d'une dalle en pierre artificielle drainante
DE102006050754A1 (de) Verfahren zur Formgestaltung von Betonsteinen und/oder Betonplatten
DE3710971A1 (de) Verbund-bauelement sowie verfahren und vorrichtung zu seiner herstellung
EP0319972B1 (fr) Procédé de fabrication et/ou de traitement de blocs de béton
DE69929962T2 (de) Verfahren zur herstellung eines verzierten verputzes, mineralischer verputz und werkzeuge zur herstellung des verzierten verputzes
DE10218634B4 (de) Wasserdurchlässiger Kunststein
DE102006059205A1 (de) Pflasterstein mit Natursteinoptik sowie Vorrichtung zu deren Herstellung
CH683857A5 (de) Bauelement sowie Verfahren zum Herstellen eines Bauelementes.
DE3716344A1 (de) Granitbetonstein
AT505253B1 (de) Bauelement aus natursteinen und verfahren zum herstellen derselben
EP2025485A1 (fr) Produit de fibrociment
DE102008033728A1 (de) Verfahren zur Herstellung von Bodenbelagelementen
DE102022123032A1 (de) Drycast-kunststeinkörper und herstellungsverfahren eines solchen drycast-kunststeinkörpers
EP4015708B1 (fr) Bloc de béton destiné à la fabrication d'un revêtement de surface, revêtement de surface, ainsi que procédé de fabrication d'un bloc de béton
EP0383343A1 (fr) Dalle de pavé, respectivement pavé en pierre naturelle, de préférence en basalte
CH689099A5 (de) Verfahren zur Herstellung eines Betonsteins und nach diesem Verfahren hergestellter Betonstein.
DE102020210103A1 (de) Verfahren zur Herstellung von Mauersteinen, durch das Verfahren hergestellter Mauerstein, und Verfahren zum Errichten einer Baukonstruktion mit einer Mehrzahl der durch das Verfahren hergestellten Mauersteine
EP0960989A1 (fr) Bloc de construction et méthode de fabrication d'un bloc de construction en béton
DE181758C (fr)
DE19848927A1 (de) Verfahren zur Herstellung eines Gußasphaltestrichs mit Terrazzoelementen
DE809408C (de) Verfahren zur Herstellung von Beton- und aehnlichen geformten Steinen

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: A2

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU MC NL PL PT RO SE SI SK TR

AX Request for extension of the european patent

Extension state: AL BA HR LV MK YU

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AK Designated contracting states

Kind code of ref document: A3

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU MC NL PL PT RO SE SI SK TR

AX Request for extension of the european patent

Extension state: AL BA HR LV MK YU

17P Request for examination filed

Effective date: 20060725

AKX Designation fees paid

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU MC NL PL PT RO SE SI SK TR

17Q First examination report despatched

Effective date: 20070221

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

RTI1 Title (correction)

Free format text: METHOD FOR PRODUCING A POROUS ARTIFICIAL STONE SLAB

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU MC NL PL PT RO SE SI SK TR

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: GERMAN

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REF Corresponds to:

Ref document number: 502005001855

Country of ref document: DE

Date of ref document: 20071220

Kind code of ref document: P

REG Reference to a national code

Ref country code: RO

Ref legal event code: EPE

REG Reference to a national code

Ref country code: SE

Ref legal event code: TRGR

REG Reference to a national code

Ref country code: PT

Ref legal event code: SC4A

Free format text: AVAILABILITY OF NATIONAL TRANSLATION

Effective date: 20080204

REG Reference to a national code

Ref country code: GR

Ref legal event code: EP

Ref document number: 20080400199

Country of ref document: GR

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: 2297552

Country of ref document: ES

Kind code of ref document: T3

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

Ref country code: PL

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: 20071107

Ref country code: LT

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: 20071107

Ref country code: SI

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: 20071107

Ref country code: IS

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: 20080307

ET Fr: translation filed
REG Reference to a national code

Ref country code: HU

Ref legal event code: AG4A

Ref document number: E003068

Country of ref document: HU

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

Ref country code: CZ

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: 20071107

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: 20080808

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

Ref country code: AT

Payment date: 20090107

Year of fee payment: 5

Ref country code: DK

Payment date: 20090321

Year of fee payment: 5

Ref country code: EE

Payment date: 20090323

Year of fee payment: 5

Ref country code: ES

Payment date: 20090325

Year of fee payment: 5

Ref country code: IE

Payment date: 20090326

Year of fee payment: 5

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

Ref country code: BG

Payment date: 20090326

Year of fee payment: 5

Ref country code: FI

Payment date: 20090325

Year of fee payment: 5

Ref country code: PT

Payment date: 20090318

Year of fee payment: 5

Ref country code: RO

Payment date: 20090324

Year of fee payment: 5

Ref country code: SK

Payment date: 20090324

Year of fee payment: 5

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

Ref country code: GR

Payment date: 20090320

Year of fee payment: 5

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

Ref country code: IT

Payment date: 20090328

Year of fee payment: 5

Ref country code: SE

Payment date: 20090325

Year of fee payment: 5

Ref country code: TR

Payment date: 20090324

Year of fee payment: 5

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

Ref country code: MC

Payment date: 20090320

Year of fee payment: 5

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

Ref country code: CY

Payment date: 20090312

Year of fee payment: 5

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

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

Ref country code: HU

Payment date: 20090401

Year of fee payment: 5

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

Ref country code: LI

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

Effective date: 20090331

Ref country code: CH

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

Effective date: 20090331

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

Ref country code: MC

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

Effective date: 20100331

EUG Se: european patent has lapsed
REG Reference to a national code

Ref country code: DK

Ref legal event code: EBP

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

Ref country code: FI

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

Effective date: 20100329

Ref country code: AT

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

Effective date: 20100329

REG Reference to a national code

Ref country code: SK

Ref legal event code: MM4A

Ref document number: E 3063

Country of ref document: SK

Effective date: 20100329

REG Reference to a national code

Ref country code: EE

Ref legal event code: MM4A

Ref document number: E001852

Country of ref document: EE

Effective date: 20100331

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

Ref country code: CY

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: 20100421

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

Ref country code: IE

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

Effective date: 20100329

Ref country code: EE

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

Effective date: 20100331

Ref country code: PT

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

Effective date: 20100929

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

Ref country code: SK

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

Effective date: 20100329

Ref country code: HU

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

Effective date: 20100330

Ref country code: BG

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

Effective date: 20101031

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: 20100329

Ref country code: GR

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

Effective date: 20101004

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20110415

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

Ref country code: DK

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

Effective date: 20100331

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

Ref country code: NL

Payment date: 20110328

Year of fee payment: 7

Ref country code: LU

Payment date: 20110325

Year of fee payment: 7

Ref country code: FR

Payment date: 20110401

Year of fee payment: 7

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: 20110404

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

Ref country code: GB

Payment date: 20110324

Year of fee payment: 7

Ref country code: BE

Payment date: 20110328

Year of fee payment: 7

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

Ref country code: RO

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

Effective date: 20100329

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: 20100330

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

Ref country code: DE

Payment date: 20110526

Year of fee payment: 7

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: 20100330

BERE Be: lapsed

Owner name: RECYFOAM SA

Effective date: 20120331

REG Reference to a national code

Ref country code: NL

Ref legal event code: V1

Effective date: 20121001

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

Effective date: 20120329

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20121130

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: 20120402

Ref country code: TR

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

Effective date: 20100329

Ref country code: BE

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

Effective date: 20120331

Ref country code: GB

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

Effective date: 20120329

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 502005001855

Country of ref document: DE

Effective date: 20121002

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: 20121001

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: 20120329

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: 20121002