EP1181413B1 - Pave moule - Google Patents
Pave moule Download PDFInfo
- Publication number
- EP1181413B1 EP1181413B1 EP00936799A EP00936799A EP1181413B1 EP 1181413 B1 EP1181413 B1 EP 1181413B1 EP 00936799 A EP00936799 A EP 00936799A EP 00936799 A EP00936799 A EP 00936799A EP 1181413 B1 EP1181413 B1 EP 1181413B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- stud
- central plane
- brick
- longitudinal
- stone
- 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
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
- 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
-
- 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
-
- 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
- E01C2201/00—Paving elements
- E01C2201/02—Paving elements having fixed spacing features
-
- 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
- E01C2201/00—Paving elements
- E01C2201/20—Drainage details
- E01C2201/202—Horizontal drainage channels
- E01C2201/207—Horizontal drainage channels channels on the bottom
Definitions
- the invention relates to a shaped block system according to the Preamble of claim 1.
- Embodiment From US-A-5 503 498 is a shaped block system according to the Genus of claim 1.
- Embodiment has this Formstone system a double stone or solid stone, the one Half stone or normal stone is assigned. Every normal stone has symmetrically arranged on the side surfaces Distance cams on that have a stepped structure own, the course of the stairs counterclockwise is sloping all around. The distance cams are designed in such a way that they are always on the front bump into each other and thus at least interlock lead in one direction.
- a disadvantage of this paving stone is the large joint spacing due to the always face abutting spacers, which however results in a leads to good water permeability of the known stone system.
- Another cuboid paving stone is from the Document DE 196 07 989 A1, in which adjoining paving stones side cams have, which form pairs of teeth.
- This Stone systems are not full stones and half stones provided so that the laying options and the appearance are limited in their structuring.
- the invention has for its object to a molded block develop an optimal cohesion of the Stone bandage and good drainage guaranteed ease of access at the same time.
- This task is based on a shaped block after the Preamble of claim 1 by the characterizing Features of claim 1 solved.
- the shaped stone lies also as a half stone, which can be obtained by halving the Vollsteines in the cross median plane results, minus the half the depth of a cam provided there.
- the one transverse side or At least a half of the cams near the long side of the shaped block Cam width from the adjacent long side or transverse side to be placed away. This ensures that the Forces that this cam as a distance and / or Interlocking means experienced by the counter stone or on the Gegenstein transfers, not to a sensitive corner area act of the shaped stone, so that a breaking or cracking a Corner area is unlikely.
- a particularly advantageous embodiment of the Subject of the invention is when the shaped stone on his Bottom mirror-symmetrical to the transverse center plane Has channels. This measure makes it possible to individual drain shafts of the shaped block with each other connect and avoid the channel in the Cross median plane of the shaped block runs. Thus the Resistance of the molded block against bending stress strong increased, especially at the most critical point for bending stress a weakening of the shaped stone is avoided.
- a particularly advantageous embodiment of the Subject of the invention is when the channels are those Connect water drainage ducts that are located in relation to the Lines of intersection of the longitudinal median plane with the transverse median plane opposite, with the channels crossing.
- the water drainage shafts each in a first channel that they with the opposite one with respect to the longitudinal median plane Water drainage shaft connects, and into a second channel that them with respect to the line of intersection of the median longitudinal plane with the water drainage shaft located opposite the transverse center plane connects, flow.
- each section of the Transverse side has at least two cams
- the der Longitudinal center plane closer cams with one of the longitudinal center plane further cams of a counter block form a pair of teeth, which is spaced from the pair of teeth, which of the Longitudinal median plane further cam with that of the median longitudinal plane forms closer cams of the counter-stone, and wherein the Longitudinal median plane close cams together with that of the Longitudinal median plane near cams of the counter stone a third Forms pair of teeth.
- This embodiment will be based on confined space formed three pairs of teeth, the one Moving the stone against the counter stone along the Prevent the transverse side in two directions.
- Fig. 1 is a shaped block 1, which is designed as a full block 1a is shown in a perspective view.
- the shaped stone 1 has long sides 2, 3 and transverse sides 4, 5.
- the Vollstein 1a is through a longitudinal median plane 6 and a transverse median plane 7 shared.
- the longitudinal center plane 6 and the transverse center plane 7 intersect in a line of intersection 8.
- the transverse median plane 7 divides the long sides 2, 3 into half sides 2a, 2b and 3a, 3b.
- On the long sides 2, 3 and the transverse sides 4, 5 has the Form 1 spacer or toothing 9. These are 1 as cams 10 to 15 visible.
- the stone 1 is in Essentially by a contour 22, which is formed by an upper edge 23, Side edges 24 and a lower edge 25 is formed, circumscribed.
- Embodiment are the edges 23, 24, 25 optionally with chamfers Mistake. This creates an attractive appearance and a Insensitivity of the edges 23, 24, 25 to small ones Damage reached.
- the distance or toothing means 9 have a cam width b. Every distance or Gear means 9 is at a distance from the side edges 24 a that corresponds to at least half the cam width b.
- FIG. 2 shows a shaped stone 1 designed as a half stone 1b to see.
- the half-stone 1b also has distance or Gear means 9, specifically the cams 10 to 13 are closed see.
- these have Contact surfaces 26, push surfaces 27 and cover surfaces 28, wherein the top surfaces 28 from the contact surfaces 26 to the Longitudinal sides 2, 3 or increasing to the transverse sides 4, 5 run.
- the push surfaces 27 also form an oblique one Transition from the contact surfaces 26 to the long sides 2, 3 or transverse sides 4, 5.
- the shaped block 1 has an upper side 29 and a bottom 30.
- FIG. 3 shows a top view of those laid in the bandage 40 Form stones 1.
- the bandage consists of a half stone 40a, a solid stone 40b and another, partially visible full stone 40c.
- the top view of the Vollstein 40b, the cams 41 to 46 hidden in FIG. 1 can be seen.
- the top view of the half-stone 40a is that in FIG. 2 to see hidden cams 41 to 44.
- the figure also shows 3 that the shaped blocks 1 at equal distances d from each other are arranged, i.e. the full stones 40b, 40c and the Half-stones 40a lie with their long sides 2, 3 and their Transverse sides 3, 4 with equal distances d opposite. This Distances correspond to a depth t of the distance or Interlocking means 9.
- a grid can thus be placed on the bandage 40 47 are placed, the raster width 47a in the x-direction one half full stone length L plus half a cam depth t equivalent.
- the grid 47 has a grid width in the y direction 47b, that of a shaped block width B plus two halves Cam depths t corresponds.
- the half stone 1b arises from the Vollstein 1a by halving the Vollstein 1a in the Cross median plane 7, minus half the depth of one there arranged cams 10, 11 or 41, 42.
- each section 2a, 2b and 3a, 3b of the longitudinal sides 2, 3 of the solid block 40b separated by the transverse central plane 7 has two cams 12, 13; 14, 15; 43, 44; 45, 46, wherein the closer to the transverse side 4 or 5 of the molded block 1 cam 12; 15; 43; 46 with the cams 13; 14; 44; 45 of the respective counter-stone (solid stone 40c or half-stone 40a in FIG. 3) forms a pair of teeth 48 which is spaced apart from the pair of teeth 49 which is the cam 13; 14; 44; 45 with the cams 10; 15; 43; 46 of the respective counter stone (in FIG. 3 solid stone 40 c or half stone 40 a).
- the transverse side 4, 5 of the half stone 40a and the solid stone 40c have cams 10, 11; 41, 42, the cam 11 of the solid stone 40c closer to the longitudinal center plane 6 forming a pair of teeth 60 with the cam 41 of the half stone 40a further away from the longitudinal central plane 6, which is spaced apart from the toothing pair 61 which is the cam 10 of the solid stone which is further away from the longitudinal central plane 6 40c forms with the cam 42 of the half-stone 40a closer to the longitudinal center plane 6, and the cam 11 of the solid stone 40c closer to the longitudinal center plane 6 forms a third pair of teeth 62 together with the cam 42 of the half-stone 40a closer to the longitudinal center plane 6.
- a free space 50 formed as a water drainage shaft 51 is released.
- This water drainage shaft 51 can, for example, rain water between the cam 14 and the long side 2 of the solid stone 40b and the cam 43 and the long side 3 of the solid stone 40c the bottom 30 of the solid bricks 40b, 40c run off.
- To the Channels 52 are arranged on the undersides of the solid bricks 40b, 40c. Via which the rainwater flows out under the bandage 40 or seeps.
- Figure 4 now shows the perspective view of a solid stone 1a with channels 52 that are mirror-symmetrical to the transverse center plane 7 are arranged.
- Figure 5 is a half-stone 40a with a Channel 52 can be seen.
- FIG. 6 shows an embodiment variant of the solid brick 1a.
- the solid brick 1a has recesses 53, those at the transitions of the long sides 2, 3 into the transverse sides 4, 5 as recesses 54 and in the middle of the long sides 2, 3 as Recesses 55 are formed.
- Figure 7 shows a half stone 40a, which also has recesses 53, which on the Transitions of the long sides 2, 3 into the transverse sides 4, 5 as Recesses 54 are configured.
- FIG. 8 now shows a dressing 60 consisting of two solid bricks 56, 56a and a half stone 57 according to FIGS. 6, 7.
- greening islands 58 through the recesses 53 be formed.
- the greening islands 58 are each through four recesses 54 or one recess 55 and two Recesses 54 formed.
- the greening islands 58 according to one variant only be filled with gravel, loosen the strict longitudinal alignment due to their regular arrangement on and thus allow the use of the shaped stones 1 also in Areas in which, for aesthetic reasons, an im Longitudinal bond laid stone 1 was out of the question. Consequently is the area of application of the shaped stones by the Greening islands 58 expanded.
- FIG. 9 shows a further variant of the shaped blocks 1.
- the spacing or toothing means 9 not mirror-symmetrical to the longitudinal center plane 6, but arranged offset to the longitudinal median plane 6 to in the edge area laid half-stones on the long sides 2, 3 contacting Full stones in both directions of the movement arrow 59 support.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Processing Of Stones Or Stones Resemblance Materials (AREA)
- Revetment (AREA)
- Road Paving Structures (AREA)
- Glass Compositions (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
- Floor Finish (AREA)
Claims (8)
- Système de pavés moulés avec des pavés entiers (1a) avec une surface de base essentiellement rectangulaire et des demi-pavés (1 b) qui sont formés essentiellement par division en deux du pavé entier (1a) dans le plan médian transversal (7), destiné à être posé dans un assemblage longitudinal, le plan médian transversal (7) formant le long des côtés longitudinaux (2, 3) chacun deux segments (2a, 2b, 3a, 3b) et chaque segment (2a, 2b, 3a, 3b) des côtés longitudinaux (2, 3) d'un pavé entier (1a) séparés par le plan médian transversal (7) présentant au moins deux saillies (12 ; 13 ; 14 ; 15 ; 43 ; 44 ; 45 ; 46), la saillie la plus proche (12 ; 15 ; 43: 46) d'un côté transversal (4, 5) du pavé entier (1a) dans l'assemblage formant avec une saillie la plus éloignée (13 ; 14 ; 44 ; 45) d'un côté transversal (4, 5) d'un contre-pavé un couple d'engrènement (48) qui est distant d'au moins une largeur de saillie (b) d'un couple d'engrènement (49) que forme la saillie la plus éloignée (13 ; 14 ; 44 ; 45) du côté transversal (4, 5) avec la saillie la plus proche (12 ; 15 ; 43 ; 46) du côté transversal. (4, 5) du contre-pavé,
caractérisé en ce que les saillies (9 ; 12 à 15 ; 43 à 46) sont disposées de manière symétrique par rapport au plan médian -longitudinal (6), des surfaces de contact frontales (26) des saillies (9) de section à peu près trapézoïdale étant en contact dans l'assemblage avec les surfaces latérales (2, 4, 5) du pavé entier ou demi-pavé (1a, 1 b) et l'écart (d) entre les pavés correspondant à peu près à une profondeur (t) de la saillie (9). - Système de pavés moulés selon la revendication 1,
caractérisé en ce qu'un demi-pavé (40a) résulte de la division en deux du pavé entier (1a) dans le plan médian transversal (7), moins la moitié de la profondeur d'une saillie qui y est prévue (10, 11, 41, 42). - Système de pavés moulés selon l'une quelconque des revendications précédentes,
caractérisé en ce que la saillie la plus proche (10, 41, 12, 15, 43, 46) d'un côté transversal (4, 5) ou côté longitudinal (2, 3) du pavé moulé (1) présente, avec sa face de poussée (27) proche du côté transversal (4, 5) ou côté longitudinal (2, 3) au moins une distance (a) par rapport au côté transversal (4, 5) ou longitudinal (2, 3) qui correspond à la demi-largeur (b) de la saillie. - Système de pavés moulés selon l'une quelconque des revendications précédentes,
caractérisé en ce qu'un puits d'écoulement d'eau (51) est formé entre les couples d'engrènement (48, 49). - Système de pavés moulés selon l'une quelconque des revendications précédentes,
caractérisé en ce que le pavé entier (1a) présente sur sa face inférieure (30) des canaux (52) orientés de façon symétrique par rapport au .plan médian transversal (7). - Système de pavés moulés selon l'une quelconque des revendications précédentes,
caractérisé en ce que les canaux (52) relient les puits d'écoulement d'eau (51) qui sont situés de manière opposée par rapport à la droite d'intersection (8) du plan médian longitudinal (6) avec le plan médian transversal (7), les canaux (52) se croisant. - Système de pavés moulés selon l'une quelconque des revendications précédentes,
caractérisé en ce que le puits d'écoulement d'eau (51) débouche dans un premier canal (52), qui relie le puits d'écoulement d'eau (51) avec le puits d'écoulement d'eau (51) opposé par rapport au plan médian longitudinal . (6), et dans un deuxième canal (52) qui relie le puits d'écoulement d'eau (51) avec le puits d'écoulement d'eau (51) opposé par rapport à la droite d'intersection (8) du plan médian longitudinal (6) avec le plan médian transversal (7). - Système de pavés moulés selon l'une quelconque des revendications précédentes,
caractérisé en ce que chaque côté transversal (4, 5) présente au moins deux saillies (10, 11 ; 41, 42), la saillie la plus proche (11, 42) du plan médian longitudinal (6) formant avec une saillie la plus éloignée (10, 41) du plan médian longitudinal (6) du contre-pavé un couple d'engrènement (60) qui est situé à distance d'un couple d'engrènement (61) que forme la saillie la plus éloignée (10 ; 41) du plan médian longitudinal (6) avec la saillie la plus proche (11, 42) du plan médian longitudinal (6) du contre-pavé et la saillie la plus proche (11 ; 42) du plan médian longitudinal (6) formant avec la saillie la plus proche (11 ; 42) du plan médian longitudinal (6) du contre-pavé un troisième couple d'engrènement (62).
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19925350 | 1999-06-02 | ||
DE19925350A DE19925350A1 (de) | 1999-06-02 | 1999-06-02 | Formstein |
PCT/EP2000/004763 WO2000075430A1 (fr) | 1999-06-02 | 2000-05-25 | Pave moule |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1181413A1 EP1181413A1 (fr) | 2002-02-27 |
EP1181413B1 true EP1181413B1 (fr) | 2004-02-25 |
Family
ID=7910068
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP00936799A Expired - Lifetime EP1181413B1 (fr) | 1999-06-02 | 2000-05-25 | Pave moule |
Country Status (4)
Country | Link |
---|---|
EP (1) | EP1181413B1 (fr) |
AT (1) | ATE260371T1 (fr) |
DE (2) | DE19925350A1 (fr) |
WO (1) | WO2000075430A1 (fr) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1275784B1 (fr) * | 2001-06-26 | 2013-09-11 | Jakob Gerrit Hendrik Pannekoek | Elément amélioré pour protection des berges |
DE10149250A1 (de) | 2001-10-05 | 2003-04-17 | Sf Koop Gmbh Beton Konzepte | Formstein aus Beton und Bausatz aus Formsteinen zur Erstellung von Erdreichabdeckungen |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
HU214807B (hu) * | 1993-04-23 | 1998-05-28 | René Scheiwiller | Burkolókő útburkolat kialakításához |
CH688827A5 (de) * | 1994-11-23 | 1998-04-15 | Tschuemperlin Ag A | Rechteckiger Verbundstein. |
DE19607989A1 (de) * | 1996-03-03 | 1997-09-04 | Angermueller Bau Gmbh | Quaderförmiger Pflasterstein |
-
1999
- 1999-06-02 DE DE19925350A patent/DE19925350A1/de not_active Withdrawn
-
2000
- 2000-05-25 EP EP00936799A patent/EP1181413B1/fr not_active Expired - Lifetime
- 2000-05-25 WO PCT/EP2000/004763 patent/WO2000075430A1/fr active IP Right Grant
- 2000-05-25 AT AT00936799T patent/ATE260371T1/de not_active IP Right Cessation
- 2000-05-25 DE DE50005422T patent/DE50005422D1/de not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
DE50005422D1 (de) | 2004-04-01 |
WO2000075430A1 (fr) | 2000-12-14 |
EP1181413A1 (fr) | 2002-02-27 |
DE19925350A1 (de) | 2000-12-07 |
ATE260371T1 (de) | 2004-03-15 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP0465536B1 (fr) | Pierre angulaire pour consolider une surface | |
EP0377460B1 (fr) | Ensemble de construction constitué par des pavés en béton | |
EP0428762B1 (fr) | Elément de pavage en forme de plaque | |
EP0498848B1 (fr) | Jeu de briques profilees et brique profilee pour le revetement superficiel de sols a joints larges | |
DE10001967A1 (de) | Bausatz aus Formsteinen zur Erstellung von Erdreichabdeckungen | |
DE69003226T2 (de) | Baustein. | |
EP3690138B1 (fr) | Pavés pourvue d'aides à la pose, procédé de fabrication et revêtement | |
EP0616655B1 (fr) | Kit de parpaings en beton, ainsi que mur de soutenement massif construit avec de tels parpaings | |
DE2515210A1 (de) | Bodenbelagselement, insbesondere aus beton | |
EP1181413B1 (fr) | Pave moule | |
EP1088941B1 (fr) | Caniveau et élément de caniveau pour celui-ci | |
EP1170433B1 (fr) | Palissade en béton | |
DE8816948U1 (de) | Aus Formstein zusammengesetzter Bodenbelag, insbesondere für Entwässerungszwecke | |
DE10013613B4 (de) | Betonpflasterstein | |
DE3703368A1 (de) | Verbund-fertigstein | |
EP1181414B1 (fr) | Dalle | |
DE20317542U1 (de) | Pflastersteine aus Beton | |
EP1101870A2 (fr) | Bloc en béton pour le dallage des surfaces routières | |
EP0779944B1 (fr) | Brique moulee et ensemble de briques moulees | |
DE29502372U1 (de) | Gruppe von Pflastersteinen | |
DE20305267U1 (de) | Rinnen/Streifenelement, dieses enthaltender Bausatz und hergestellte Rinne/hergestellter Streifen | |
DE29820015U1 (de) | Übergangsbordstein | |
DE4446427A1 (de) | Pflasterstein aus Beton und Belag aus derartigen Pflastersteinen | |
DE10006364A1 (de) | Formstein | |
DE9109122U1 (de) | Betonverbundstein |
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: 20011123 |
|
AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE |
|
AX | Request for extension of the european patent |
Free format text: SI |
|
GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
|
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 CH DE LI |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: EP |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: FG4D Free format text: GERMAN |
|
REF | Corresponds to: |
Ref document number: 50005422 Country of ref document: DE Date of ref document: 20040401 Kind code of ref document: P |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: FD4D |
|
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: 20041126 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: AT Payment date: 20070514 Year of fee payment: 8 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: CH Payment date: 20080613 Year of fee payment: 9 |
|
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: 20080525 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: CH Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20090531 Ref country code: LI Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20090531 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 20141013 Year of fee payment: 15 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R119 Ref document number: 50005422 Country of ref document: DE |
|
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: 20151201 |