EP1097273A1 - Wall, especially for mortar-free stabilisation of bushes, decks, slopes or the like - Google Patents
Wall, especially for mortar-free stabilisation of bushes, decks, slopes or the likeInfo
- Publication number
- EP1097273A1 EP1097273A1 EP99938228A EP99938228A EP1097273A1 EP 1097273 A1 EP1097273 A1 EP 1097273A1 EP 99938228 A EP99938228 A EP 99938228A EP 99938228 A EP99938228 A EP 99938228A EP 1097273 A1 EP1097273 A1 EP 1097273A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- wall
- push
- bricks
- dowel
- brick
- 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.)
- Granted
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C1/00—Building elements of block or other shape for the construction of parts of buildings
- E04C1/39—Building elements of block or other shape for the construction of parts of buildings characterised by special adaptations, e.g. serving for locating conduits, for forming soffits, cornices, or shelves, for fixing wall-plates or door-frames, for claustra
- E04C1/395—Building elements of block or other shape for the construction of parts of buildings characterised by special adaptations, e.g. serving for locating conduits, for forming soffits, cornices, or shelves, for fixing wall-plates or door-frames, for claustra for claustra, fences, planting walls, e.g. sound-absorbing
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/025—Retaining or protecting walls made up of similar modular elements stacked without mortar
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0258—Retaining or protecting walls characterised by constructional features
- E02D29/0266—Retaining or protecting walls characterised by constructional features made up of preformed elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2600/00—Miscellaneous
- E02D2600/20—Miscellaneous comprising details of connection between elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2002/0202—Details of connections
- E04B2002/0243—Separate connectors or inserts, e.g. pegs, pins or keys
- E04B2002/0245—Pegs or pins
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2002/0256—Special features of building elements
- E04B2002/026—Splittable building elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2002/0256—Special features of building elements
- E04B2002/028—Spacers between building elements
- E04B2002/0282—Separate spacers
Definitions
- the invention relates to a wall, in particular for the mortarless fastening of embankments, terraces, slopes or the like according to the preamble of claim 1.
- stone walls are often used to fasten embankments, terraces or slopes, in which the stones are so large and heavy that they result in a sufficiently stable wall bond due to their weight.
- a certain slope angle is provided by an offset of the individual stone layers in order to counter the pressure of the soil filled behind the wall.
- the invention has the task of proposing a wall with appropriate bricks, which is easy and quick to erect, reliably a handsome wall and an increased stability compared to existing wall systems in the attachment of embankments, terraces, slopes or the like is guaranteed.
- a so-called push-in plug is provided which comprises a stop on at least two superimposed bricks and thus prevents mutual displacement of these two bricks at least in one direction of displacement.
- the stability of the fastening wall is significantly increased by the thrust locking of the stops of the push dowel, so that the bricks may have somewhat less mass than is the case with bricks that are butted together.
- the position of the stones is predetermined at least in the direction transverse to the wall front by such a dowel, which facilitates the construction of the wall with a handsome wall front.
- the slide lock if the stop between the push-in plug and the brick is formed in such a way that the upper brick is prevented from moving out of the slope or the slope.
- a dowel could, for example, encompass the front edge of a brick.
- the push dowel and the bricks are designed such that the push dowel engages in one or more recesses of two bricks placed one on top of the other. Due to the interlocking elements of the bricks or the dowel, the installation position of the individual stones to each other is largely predetermined, so that the construction of the wall can be carried out by less experienced people. By inserting into such recesses Push-in dowels also inserted into the masonry, not visible from the outside.
- the push dowel could also be designed so that corresponding projections of a brick engage in the push dowel.
- the push dowels are designed such that they have at least one dowel cam on their top and / or bottom.
- This cam can be used to secure a brick placed on the push anchor against movement.
- such a cam is inserted into a corresponding recess on the bottom and / or top of a brick.
- a push dowel is provided with a dowel cam which is not arranged symmetrically. This has the advantage that, depending on the orientation of the push anchor, there is a different offset between two bricks placed one on top of the other. Thus, the slope angle can be varied, which results from such an offset of two bricks placed one on top of the other.
- a wall with a given slope angle can be erected without problems simply by joining the bricks together using the push-fit plugs mentioned.
- the slope angle does not have to be constant over the entire height or over the entire length of the wall.
- the offset between individual wall layers and thus the slope angle can be set differently.
- the offset or embankment angle of the wall can also be changed with increasing wall height by using the push anchors either with the different orientation or with different characteristics.
- spacers are provided on at least part of the bricks. These spacers, which can be provided on the bottom and / or top and / or at least one side wall, ensure a constant width or height of the wall joints and beautify the appearance of a corresponding wall.
- the spacers mentioned cause the above. Advantages also without a combination with the described dowels.
- the desired defined wall joint between individual stone layers can also be achieved by appropriately designing the height of the push anchor. In particular, this allows the joint height to be varied depending on the push anchor.
- the joint can also be achieved by the interaction of a spacer on a brick with a peg.
- a recess is preferably provided in at least one spacer for at least partially receiving a push dowel.
- This cutout can be provided, for example, for receiving an above-mentioned dowel cam of a push dowel.
- bricks are used, their length and height and / or width is different.
- a wall according to the invention can hereby be adapted to the different structural conditions and, at the same time, its exterior can be modified if desired.
- the length, height and / or width of the stones is provided with a grid dimension. This ensures that the differently dimensioned stones can be easily combined with one another at a uniform height or uniform, flush side edge.
- the recesses for receiving push-in anchors or parts of push-in anchors can preferably also be arranged in a grid dimension in order to ensure a uniform spacing of the push-in anchors to be inserted.
- the recesses in the bricks for receiving the push dowels or dowel cams can also be open laterally in the longitudinal direction of the wall, so that there is a rib-shaped or cam-shaped stop for the push dowel. This allows any installation position of the bricks in relation to the push dowels in the longitudinal direction of the wall.
- one or more bricks are provided with recesses in which plantings or other decorative measures can be provided.
- the stones can be designed so that the visible surface is specially treated to the appearance of the To embellish walls.
- One way of producing a suitable visible surface is to pour several stones as a whole, with corresponding predetermined breaking points being incorporated. Breaking the stones apart at these predetermined breaking points results in a fractured surface whose view as the visible surface of the wall comes much closer to that of a natural stone wall than a wall made of smoothly interconnected concrete blocks.
- the visible surface can be embellished with all known or future processing methods for concrete surfaces.
- FIG. 3 shows a plan view of a wall area erected according to the invention
- Fig. 5 is a plan view of a certain push anchor
- FIG. 6 is a side view of a push anchor according to FIG. 5
- 7 is a plan view of a further embodiment of a push anchor
- FIG. 8 is a side view of a push anchor according to FIG. 7,
- Fig. 9 is a plan view of another
- FIG. 10 is a side view of a push anchor according to FIG. 9,
- 11 is a vertical section through a wall according to the invention with different push dowels
- Fig. 13 is a view of an inventive
- Fig. 14 is a perspective view
- FIG. 15 is a perspective view of a brick according to FIG. 14 in the view from below,
- 16 is a perspective view of two curve stones to be produced simultaneously, viewed from above,
- Fig. 20 four bricks according to the invention, which are cast as an intermediate in a block.
- the bricks 1, 2, 3 according to FIG. 1 have a different length 1 for the same height and width.
- a decorative visible surface is incorporated on its front side 4.
- each stone 1, 2, 3 there are one or more recesses 5 which have a constant distance a from one another.
- spacers 7 are attached in a skid-like manner, these having a recess 8, so that separate front and rear parts 9, 10 of the spacer 7 result.
- the spacers 7 are also arranged at a distance a from one another. With regard to the length 1 of the stones 1, 2, 3, both the recesses 5 and the spacers 7 are distributed such that the individual stones with a flush edge 11, 12 (see FIG. 3) can be joined together in combination of bricks of different lengths are.
- a joint 13 with a joint width f is to be included, as is desired for the appearance of the wall to be erected.
- Push dowels 14 are inserted into the recesses 5 of the bricks 1, 2, 3 when the individual stones are joined together. 4 is uniform a push anchor according to FIGS. 5 and 6 used.
- This push dowel comprises a flat base 15 and a dowel cam 16.
- the base 15 is inserted into the recess 5 of the underlying stone 1, while the dowel cam 16 engages in the recess 8 of the spacers 7 between their advantage 9 and the rear part 10. This results in a shear protection for two stacked bricks 1.
- the dimensions of the push dowel 14, the recesses 5 and the recesses 8 are chosen such that a vertical flush front face 17 results when the push dowel 14 is oriented according to FIG. 4.
- the distribution of the recesses 5 and the recesses 8 over the length 1 of the stones is such that, as shown in Fig. 3, various bricks 1, 2, 3 with a flush edge 11, 12 can be combined with each other. In this way, of course, a flush wall edge 11, 12 can also be achieved with identical stones 1, 2, 3. Due to the constant distance a between the spacers 7 and the recesses 5, the combinability of the different stones 1, 2, 3 is ensured in a grid dimension.
- FIGS. 7 to 10 two further embodiments of push dowels 17, 18 are shown in FIGS. 7 to 10.
- the push dowel 17 differs from the described push dowel 14 by the arrangement of the dowel cam 16 which, in contrast to the push dowel 14, is arranged centrally on the base 15 in the case of the push dowel 14.
- the push dowel 18 according to FIGS. 9 and 10 corresponds to the push dowel 14 according to FIGS. 5 and 6, but is additionally provided with a pin 19.
- the other bricks 21, 22, 23, 24, 25 are connected to one another by means of further push-in plugs 17 and 18.
- the brick 22 here has a corresponding hole 20 for receiving the pin 19 of the peg 18 in its recess 5. Since the dowel cam 16 is arranged in the same way with respect to the base 5 as in the push-in dowel 14 described above, the offset vl is still maintained, so that the angle of repose ⁇ is given up to the height of the brick 23.
- the pin 19 ensures an increased shear strength between the bricks 22 and 23. This shear strength is advantageous under special loads.
- the peg 17 is inserted according to FIGS. 7 and 8, which due to the centrally arranged dowel cam 16 ensures a smaller offset v2 and a correspondingly smaller slope angle ⁇ , for example 7.5 °.
- the stone 23 is provided in the middle with a recess 26 so that it can be backfilled with soil or humus. Planting can thus be provided in the recesses 26.
- the overall system of a wall 27 according to the invention is shown in FIG. 13. The result is a stable wall 27 with stones 1, 2, 3 dowelled against one another.
- Niche 28 can be inserted for optical reasons by appropriate selection of stones. Decorative measures can be carried out in these niches 28.
- an expansion joint 31 is also provided between two wall parts in order to enable length compensation in the direction of the double arrow L.
- a notch 35 runs around the circumference of the block 34 and represents a predetermined breaking point for breaking the two bricks 32, 33 apart.
- the breaking surface has a special optical effect and results in a nicer visible surface than would be the case with a smoothly interconnected visible surface.
- the other configurations, i. H. the spacers 7 on the underside of the bricks 32, 33 and the recesses 5 on the top correspond to the aforementioned exemplary embodiments.
- 16 and 17 show two curve stones 36, 37, which are cast as a whole block 38, as in the aforementioned exemplary embodiment.
- the notch 35 is provided all around as a predetermined breaking point.
- the stones 36, 37 are trapezoidal, the angle ⁇ , which exists between the visible surface formed on the notch 35 after breaking apart and a side surface 39, in this exemplary embodiment being less than 90 °. This means that the curve stone is suitable for laying convex curves. Otherwise, the configuration of the curve stones 36, 37 corresponds to the aforementioned exemplary embodiments.
- a wall according to the invention is relatively simple and can be erected with good, defined stability and dimensional stability. Nevertheless, a high degree of flexibility is possible both in the ability to combine individual stones as well as in the slope angle or offset of individual stone layers. By using the push dowels 14, 17, 18 even an inclined arrangement of the bricks 21, 22 is conceivable.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Finishing Walls (AREA)
Abstract
Description
Claims
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19831466A DE19831466A1 (en) | 1998-07-14 | 1998-07-14 | Brick wall with mortar-free fixing uses push-in dowels inserted between two superposed bricks and having cams to stop against recesses and prevent bricks from shifting |
DE19831466 | 1998-07-14 | ||
PCT/EP1999/004903 WO2000004239A1 (en) | 1998-07-14 | 1999-07-13 | Wall, especially for mortar-free stabilisation of bushes, decks, slopes or the like |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1097273A1 true EP1097273A1 (en) | 2001-05-09 |
EP1097273B1 EP1097273B1 (en) | 2003-05-02 |
Family
ID=7873956
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP99938228A Expired - Lifetime EP1097273B1 (en) | 1998-07-14 | 1999-07-13 | Wall, especially for mortar-free stabilisation of bushes, decks, slopes or the like |
Country Status (4)
Country | Link |
---|---|
EP (1) | EP1097273B1 (en) |
AT (1) | ATE239144T1 (en) |
DE (2) | DE19831466A1 (en) |
WO (1) | WO2000004239A1 (en) |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2813620B1 (en) * | 2000-09-01 | 2003-04-25 | Joseph Golcheh | RETAINING WALLS OR MERLONS REALIZED FROM PREFABRICATED AND SUPERIMPOSED ELEMENTS |
US7757451B2 (en) | 2008-11-18 | 2010-07-20 | Lee Lum Mark E | Ventilated building block |
DE102008058336A1 (en) * | 2008-11-20 | 2010-05-27 | Sf-Kooperation Gmbh Beton-Konzepte | Method for producing a two-walled or multi-walled wall and a wall made by the method |
WO2010131083A1 (en) * | 2009-05-13 | 2010-11-18 | Andre Esterhuizen | A block |
CN101949182B (en) * | 2010-09-26 | 2012-07-11 | 华侨大学 | Structure of stone wall constructed by strip stone cut by machine and method thereof |
Family Cites Families (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CH663437A5 (en) * | 1984-06-21 | 1987-12-15 | Carl Schiffer | Slope block |
DE3810934A1 (en) * | 1988-03-31 | 1989-10-12 | Rudolf Peter Gmbh & Co Kg Kies | Process for using returned residual concrete from ready-mixed concrete |
DE9013003U1 (en) * | 1990-09-12 | 1990-11-15 | Betonwerk Linden GmbH & Co. Fertigteilwerk KG, 8333 Hebertsfelden | Paving stone |
DE4038489A1 (en) * | 1990-12-03 | 1992-06-04 | Metten Produktion & Handel | BUILDING BLOCKS FOR DRY WALLS |
US5161918A (en) * | 1991-01-30 | 1992-11-10 | Wedgerock Corporation | Set-back retaining wall and concrete block and offset pin therefor |
CA2045953C (en) * | 1991-06-28 | 1995-12-19 | Angelo Risi | Connector for use in combination with blocks for wall structures or the like |
CA2092579C (en) * | 1992-08-27 | 1997-10-07 | Jacques Rodrigue | Block interlock offsetting key for use in the construction of a retaining wall |
DE4333942A1 (en) * | 1993-10-06 | 1995-04-13 | Sf Koop Gmbh Beton Konzepte | Construction set of shaped concrete blocks and device for producing the same |
US5619835A (en) * | 1996-01-25 | 1997-04-15 | The Tensar Corporation | Modular block retaining wall system |
DE29703008U1 (en) * | 1997-02-20 | 1997-04-10 | Roth, Reiner, 66564 Ottweiler | Concrete block for quarry stone walls |
-
1998
- 1998-07-14 DE DE19831466A patent/DE19831466A1/en not_active Withdrawn
-
1999
- 1999-07-13 DE DE59905339T patent/DE59905339D1/en not_active Expired - Lifetime
- 1999-07-13 WO PCT/EP1999/004903 patent/WO2000004239A1/en active IP Right Grant
- 1999-07-13 AT AT99938228T patent/ATE239144T1/en not_active IP Right Cessation
- 1999-07-13 EP EP99938228A patent/EP1097273B1/en not_active Expired - Lifetime
Non-Patent Citations (1)
Title |
---|
See references of WO0004239A1 * |
Also Published As
Publication number | Publication date |
---|---|
DE19831466A1 (en) | 2000-01-20 |
EP1097273B1 (en) | 2003-05-02 |
DE59905339D1 (en) | 2003-06-05 |
ATE239144T1 (en) | 2003-05-15 |
WO2000004239A1 (en) | 2000-01-27 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP0170113A1 (en) | Building block | |
DE2519232A1 (en) | BUILDING ELEMENT SYSTEM FOR CREATING PLANTABLE WALLS | |
LU86218A1 (en) | FORMSTEIN | |
EP0616655B1 (en) | Kit of moulded concrete blocks and gravity retaining wall made therefrom | |
EP1097273B1 (en) | Wall, especially for mortar-free stabilisation of bushes, decks, slopes or the like | |
EP1149207B1 (en) | Stockade | |
DE4320190C2 (en) | Building wall cladding | |
EP1024226B1 (en) | Artificial stone for pavings | |
DE19921873A1 (en) | Wall block for bricking walls free of mortar joints as well as wall anchors therefor | |
CH704472A2 (en) | Brick system. | |
AT394222B (en) | MOLDED STONE, PREFERRED CONCRETE | |
DE60202754T2 (en) | Prefabricated element for a manhole and manhole | |
DE102006040692A1 (en) | Kit for the limitation of beds, green areas, paths or other surfaces by means of boundary stones | |
EP1293607A2 (en) | Surface covering element for forming a drainage channel | |
DE19851674A1 (en) | Building block and masonry made from it | |
DE19508383A1 (en) | Building block for walls used to convey pipes | |
AT408464B (en) | MODULAR PLUG SYSTEM FOR CONNECTING BRICK STONES | |
EP2929100B1 (en) | Wall block for a wall system | |
EP0415093A1 (en) | Hexagonal respectively pentagonal stone | |
EP0952260B1 (en) | Concrete block system | |
EP1408161A2 (en) | Concrete building block for retaining walls with geogrid retention | |
DE7912656U1 (en) | COBBLESTONE | |
DE102012104116A1 (en) | foundation system | |
DE3730679A1 (en) | Structural element for erecting walls | |
WO1995022667A1 (en) | Kit for building composite walls |
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: 20001212 |
|
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 |
|
17Q | First examination report despatched |
Effective date: 20020314 |
|
GRAH | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOS IGRA |
|
GRAH | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOS IGRA |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
AK | Designated contracting states |
Designated state(s): AT CH DE FR LI |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: EP |
|
REF | Corresponds to: |
Ref document number: 59905339 Country of ref document: DE Date of ref document: 20030605 Kind code of ref document: P |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: FG4D Free format text: GERMAN |
|
ET | Fr: translation filed | ||
REG | Reference to a national code |
Ref country code: IE Ref legal event code: FD4D Ref document number: 1097273E Country of ref document: IE |
|
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: 20040203 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: CH Payment date: 20070724 Year of fee payment: 9 Ref country code: AT Payment date: 20070731 Year of fee payment: 9 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: FR Payment date: 20070724 Year of fee payment: 9 |
|
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: AT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20080713 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: ST Effective date: 20090331 |
|
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: 20080731 Ref country code: CH Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20080731 |
|
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: 20080731 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 20100812 Year of fee payment: 12 |
|
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: 20120201 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R119 Ref document number: 59905339 Country of ref document: DE Effective date: 20120201 |