EP1956145A1 - Barrier for rock fall or avalanche protection - Google Patents
Barrier for rock fall or avalanche protection Download PDFInfo
- Publication number
- EP1956145A1 EP1956145A1 EP08001768A EP08001768A EP1956145A1 EP 1956145 A1 EP1956145 A1 EP 1956145A1 EP 08001768 A EP08001768 A EP 08001768A EP 08001768 A EP08001768 A EP 08001768A EP 1956145 A1 EP1956145 A1 EP 1956145A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- wire
- wire mesh
- gallery according
- damping material
- gallery
- 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
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
- E01F7/00—Devices affording protection against snow, sand drifts, side-wind effects, snowslides, avalanches or falling rocks; Anti-dazzle arrangements ; Sight-screens for roads, e.g. to mask accident site
- E01F7/04—Devices affording protection against snowslides, avalanches or falling rocks, e.g. avalanche preventing structures, galleries
Definitions
- the damping material used is preferably foam glass with a density of about 250-350 kg / m 2, which is about seven times lighter than gravel.
- very lightweight construction materials and / or combinations thereof usable, for example, soil mixtures with Styrofoam or the like.
- soil mixtures with Styrofoam or the like could be used as a damping material gravel or a mixture with gravel and other damping material.
- the damping material should be lighter in weight than gravel.
- the modules 20 "of the upper layer 22 arranged closer to the rock face 7 are for example higher than those located closer to the edge wall 6 ' Module 20.
- the wire mesh 11 is loosely inserted, the one after Fig. 2 corresponds and can be formed as already described. Also on the top modules 20, 20 "is in each case such a wire mesh 11 ', 11" on.
- the mesh can also consist of rectangular, triangular, polygonal and / or diamond-shaped stitches 4. It could also have a honeycomb or hexagonal formation as in garden horticulture. It is also possible that from plastics and / or parts of plastics and / or parts of combined materials such braid structures re-formed or otherwise produced which can then also give the already mentioned mesh forms.
Abstract
Description
Die Erfindung betrifft eine Galerie für einen Steinschlag- oder Lawinenschutz gemäss dem Oberbegriff des Anspruches 1.The invention relates to a gallery for a rockfall or avalanche protection according to the preamble of
In Bergregionen sind häufig Galerien anzutreffen, mit denen Verkehrswege wie Strassen oder Schienenwege vor Steinschlag, Felssturz und/oder Lawinen geschützt werden. Sie weisen jeweils eine Stahlbeton- oder Stahldecke auf, die mit einer Überdeckung versehen ist. Die Überdeckung, bei der es sich in der Regel um Aushubmaterial aus der Umgebung oder um Kies und Sand handelt, nimmt den Aufprall beispielsweise eines Steines dämpfend auf und bremst diesen ab, so dass die Stosslast vorteilhafter auf die Betondecke übertragen wird als beim direkten Aufprall.In mountainous regions, galleries are often found that protect roads such as roads or railways from falling rocks, rockslides and / or avalanches. They each have a reinforced concrete or steel ceiling, which is provided with an overlap. Overlapping, which is usually excavated material from the area or gravel and sand, absorbs the impact of a stone, for example dampens and slows it down, so that the impact load is transferred more favorably to the concrete surface than in the case of a direct impact.
Der vorliegenden Erfindung liegt die Aufgabe zugrunde, eine Galerie der eingangs genannten Art zu schaffen, die eine noch bessere Stosslastübertragung auf die Betondecke ermöglicht und bei der die durch den Aufprall beispielsweise des Steingutes entstehende Energie in hohem Masse absorbiert werden kann.The present invention has for its object to provide a gallery of the type mentioned above, which allows an even better shock load transfer to the concrete floor and in which the energy resulting from the impact of the earthenware, for example, can be absorbed to a high degree.
Diese Aufgabe wird erfindungsgemäss durch eine Galerie mit den Merkmalen des Anspruches 1 gelöst.This object is achieved according to the invention by a gallery with the features of
Weitere bevorzugte Ausgestaltungen der erfindungsgemässen Galerie bilden den Gegenstand der abhängigen Ansprüche.Further preferred embodiments of the inventive gallery form the subject of the dependent claims.
Die erfindungsgemässe Galerie für einen Steinschlag- oder Lawinenschutz, bei der die Überdeckung der Betondecke lagenweise in Schichten übereinander und/oder in Modulen nebeneinander angeordnetes Dämpfmaterial sowie dazwischenliegendes Drahtgeflecht umfasst, ermöglicht eine besonders vorteilhafte Übertragung und Absorption der beim Aufprall entstehenden Kräfte, so dass die Betondecke schlanker ausgestaltet werden kann als bei herkömmlichen Galerien. Es besteht aber auch insbesondere dank geringerem Gewicht die Möglichkeit, bestehende Galerien (in der Regel ohne zusätzliche teure statische Verstärkungen) mit den Dämpfmaterialschichten und dem dazwischenliegenden Drahtgeflecht so nachzurüsten, dass sie über eine höhere Energieabsorptionskapazität verfügen.The gallery according to the invention for a rockfall or avalanche protection, in which the covering of the concrete ceiling layer by layer in layers and / or in modules juxtaposed damping material and intervening wire mesh, allows a particularly advantageous transmission and absorption of the forces resulting from impact, so that the concrete ceiling slimmer than conventional galleries. However, there is also the possibility, in particular thanks to lower weight, to retrofit existing galleries (usually without additional expensive static reinforcements) with the layers of damping material and the intervening wire mesh in such a way that they have a higher energy absorption capacity.
Als Dämpfmaterial wird ein möglichst leichtes Material mit geringer spezifischer Dichte (vorzugsweise < 1'200 kg/m3), vorzugsweise Schaumglas verwendet, welches etwa siebenmal leichter ist als Kies. Für das Drahtgeflecht werden in einer besonders bevorzugten Weise Drähte aus einem hochfesten Stahl verwendet, die bei einem relativ kleinen Durchmesser und entsprechend kleinem Gewicht hohe Festigkeit aufweisen.The damping material is a light weight material with a low specific density (preferably <1'200 kg / m3), preferably foam glass used, which is about seven times lighter than gravel. For the wire mesh, wires made of a high-strength steel are used in a particularly preferred manner, which have high strength with a relatively small diameter and correspondingly low weight.
Die Erfindung wird nachfolgend anhand der Zeichnung näher erläutert. Es zeigen:
- Fig. 1
- schematisch ein Ausführungsbeispiel einer herkömmlichen Galerie für einen Steinschlag- oder Lawinenschutz im vertikalen Querschnitt;
- Fig. 2
- schematisch ein erstes Ausführungsbeispiel einer erfindungsgemässen Galerie im vertikalen Querschnitt;
- Fig. 3
- schematisch ein zweites Ausführungsbeispiel einer erfindungsgemässen Galerie im vertikalen Querschnitt;
- Fig. 4
- einen Teil der Galerie nach
Fig. 3 im Schnitt nach Linie IV-IV inFig. 3 ; und - Fig. 5
- ein Ausführungsbeispiel eines Drahtgeflechtes für die Galerie nach
Fig. 2 oder3 .
- Fig. 1
- schematically an embodiment of a conventional gallery for a rockfall or avalanche protection in vertical cross-section;
- Fig. 2
- schematically a first embodiment of a gallery according to the invention in vertical cross-section;
- Fig. 3
- schematically a second embodiment of an inventive gallery in vertical cross-section;
- Fig. 4
- a part of the gallery
Fig. 3 in section along line IV-IV inFig. 3 ; and - Fig. 5
- an embodiment of a wire mesh for the gallery after
Fig. 2 or3 ,
Bei einer erfindungsgemässen, in
Als Dämpfmaterial wird vorzugsweise Schaumglas mit einer Dichte von ca. 250-350 kg/m2 verwendet, welches etwa siebenmal leichter ist als Kies. Es sind aber auch andere sehr leichte Baumaterialien und/oder Kombinationen davon verwendbar, so zu Beispiel auch Bodengemische mit Styropor oder dergleichen. Im Prinzip könnte als Dämpfmaterial aber trotzdem Kies oder ein Gemisch mit Kies und anderem Dämpfmaterial verwendet werden. Vorteilhaft soll jedoch das Dämpfmaterial gewichtsmässig leichter als Kies sein.The damping material used is preferably foam glass with a density of about 250-350 kg /
Das zwischen den einzelnen Schichten 10, 10' angeordnete und mit Vorteil auch auf der obersten Schicht 10' bzw. Schichten aufliegende Drahtgeflecht wird vorzugsweise aus Stahldrähten geflochten oder aus Drahtlitzen, Drahtseilen oder Drahtbündeln, die zwei oder mehrere Stahldrähte umfassen, und kann rechteckige, dreieckige, polygon- und/oder rautenförmige Maschen bilden.The wire mesh arranged between the
Besonders vorteilhaft ist es, wenn Drähte aus hochfestem Stahl mit einer Nennfestigkeit zwischen 900 bis 3'000 N/mm2 (DIN-Norm 2078, oder Federstahldrähte nach der DIN-Norm 17223) verwendet werden, d.h. wenn das Drahtgeflecht 11 aus derartigen Stahldrähten geflochten ist oder die Drahtlitzen, Drahtseile oder Drahtbündel für das Geflecht 11 zumindest teilweise derartige Stahldrähte umfassen. Dies erlaubt, bei gleicher Festigkeit wesentlich dünnere Drähte zu verwenden, so dass auch das Gewicht des lose zwischen die Dämpfmaterial-Schichten 10 eingelegten Drahtgeflechtes 11 reduziert werden kann.It is particularly advantageous if wires made of high-strength steel having a nominal strength between 900 and 3,000 N / mm 2 (DIN standard 2078, or spring steel wires according to DIN standard 17223) are used, ie if the
Eine besonders bevorzugte Ausführungsform des Drahtgeflechtes 11 ist in
Dank der vorteilhaften Übertragung und Absorption der beim Aufprall entstehenden Kräfte kann die Betondecke 4 der erfindungsgemässen Galerie 1' schlanker ausgestaltet werden als bei der herkömmlichen Galerie 1. Es besteht aber auch durchaus die Möglichkeit, bestehende Galerien mit den Dämpfmaterialschichten und dem dazwischenliegenden Drahtgeflecht nachzurüsten, womit in der Regel auf zusätzliche teure statische Verstärkungen (beispielsweise an der Stahlbetonstruktur der Galerie) verzichtet werden kann.Thanks to the advantageous transmission and absorption of the forces resulting from impact, the
Ein weiteres Ausführungsbeispiel einer erfindungsgemässen Galerie 1 " ist in
Die korbartigen Module 20, 20', 20" sind vorzugsweise im Querschnitt rund, wie
Beim Drahtgeflecht der korbartigen Module 20, 20', 20" kann es sich um das gleiche Drahtgeflecht handeln wie bei dem zwischen den Modulschichten 21, 22 liegenden Drahtgeflecht 11, und zwar vorzugsweise um ein Geflecht aus Drähten aus hochfestem Stahl.The wire mesh of the basket-
Ein Drahtgeflecht sowohl für die Schichten wie auch für die korbartigen Module könnte auch derart ausgebildet sein, dass ein im wesentlichen gerades längliches Verstärkungselement bei mindestens einigen der miteinander verflochtenen Drahtelementpaare im Anlenkungsbereich der beiden wendelförmigen Drähte bzw. Drahtelemente hindurchgeführt ist, durch welches die rautenförmigen Maschen in dreieckigen Maschen aufgeteilt werden.A wire mesh for both the layers and the basket-like modules could also be formed such that a substantially straight elongate reinforcing element is passed through at least some of the intertwined wire element pairs in the hinge region of the two helical wires through which the diamond-shaped meshes in FIG be divided into triangular meshes.
Des weiteren könnte das Drahtgeflecht aus Drahtlitzen, aus Drahtbündeln, aus Drahtseilen oder ähnlichem geflochten sein, welche zwei oder mehrere Drähte oder Drahtlitzen aus Stahl umfassen, wie dies in der Druckschrift
Das Geflecht kann im Rahmen der Erfindung auch aus rechteckigen, dreieckigen, polygon- und/oder rautenförmigen Maschen 4 bestehen. Es könnte auch eine wabenförmige oder hexagonale Ausbildung wie bei Gartenhagnetzen aufweisen. Es ist weiter möglich, dass aus Kunststoffen und/oder Teilen von Kunststoffen und/oder Teilen von kombinierten Werkstoffen solche Geflechtsstrukturen nachgeformt oder andersartig hergestellt werden, welche dann auch die bereits erwähnten Maschenformen ergeben können.In the context of the invention, the mesh can also consist of rectangular, triangular, polygonal and / or diamond-shaped
Auch bei dieser Variante wird eine vorteilhafte Übertragung und Absorption der beim Aufprall entstehenden Kräfte sichergestellt, so dass die Betondecke 4' schlanker ausgestaltet werden kann als bei der herkömmlichen Galerie 1, wobei auch bestehende Galerien in der aus
Claims (14)
die Überdeckung (5'; 5") lagenweise in Schichten (10, 10'; 21, 22) übereinander und/oder in Modulen (20, 20', 20") nebeneinander angeordnetes Dämpfmaterial sowie jeweils ein dazwischenliegendes Drahtgeflecht vorzugsweise für jede Schicht (11) und/oder jedes Modul umfasst.Gallery for a rockfall or avalanche protection, comprising a concrete floor (4; 4 ') provided with a covering (5; 5'; 5 "), characterized in that
the covering (5 ', 5 ") in layers (10, 10', 21, 22) one above the other and / or in modules (20, 20 ', 20") juxtaposed damping material and in each case an intervening wire mesh, preferably for each layer ( 11) and / or each module.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CH2202007 | 2007-02-09 |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1956145A1 true EP1956145A1 (en) | 2008-08-13 |
EP1956145B1 EP1956145B1 (en) | 2011-02-16 |
Family
ID=39327271
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP08001768A Not-in-force EP1956145B1 (en) | 2007-02-09 | 2008-01-31 | Barrier for rock fall or avalanche protection |
Country Status (4)
Country | Link |
---|---|
EP (1) | EP1956145B1 (en) |
AT (1) | ATE498740T1 (en) |
DE (1) | DE502008002589D1 (en) |
ES (1) | ES2361028T3 (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2015221963A (en) * | 2014-05-22 | 2015-12-10 | 神鋼建材工業株式会社 | Road covering structure |
JP2017002567A (en) * | 2015-06-10 | 2017-01-05 | 株式会社ライテク | Protective structure |
CN108589568A (en) * | 2018-05-04 | 2018-09-28 | 中铁四局集团第二工程有限公司 | Across Business Line hangar tunnel T-type beam rapid constructing method in a kind of small space |
Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0381405A (en) * | 1989-08-23 | 1991-04-05 | Nittoc Constr Co Ltd | Protective structure of rock shade |
JPH03156005A (en) * | 1989-11-10 | 1991-07-04 | Nippon Samikon Kk | Shed for protection |
JPH04289305A (en) * | 1991-03-15 | 1992-10-14 | Yoshizawa Sogo Bosui:Kk | Method for constructing load-reducing structure |
JPH06336708A (en) * | 1993-05-31 | 1994-12-06 | P S Co Ltd | Rock shed |
JPH1121825A (en) | 1997-07-07 | 1999-01-26 | Yoshida Kouzou Design:Kk | Impact absorbing bank body |
JPH11140829A (en) * | 1997-11-05 | 1999-05-25 | Kensetsusho Hokuriku Chihou Kensetsukyokucho | Shock absorbing structure and unit for falling matter, shock absorber receptacle, and shock absorbing method thereof |
JP2000160515A (en) | 1998-12-01 | 2000-06-13 | Yoshida Kouzou Design:Kk | Shock absorbing banking embankment |
WO2000043600A1 (en) * | 1999-01-19 | 2000-07-27 | Marc Braendli | Wall, preferably a protective wall |
WO2004007843A1 (en) * | 2002-06-25 | 2004-01-22 | Karl Eric Larsson | Building element system |
-
2008
- 2008-01-31 DE DE502008002589T patent/DE502008002589D1/en active Active
- 2008-01-31 AT AT08001768T patent/ATE498740T1/en active
- 2008-01-31 ES ES08001768T patent/ES2361028T3/en active Active
- 2008-01-31 EP EP08001768A patent/EP1956145B1/en not_active Not-in-force
Patent Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0381405A (en) * | 1989-08-23 | 1991-04-05 | Nittoc Constr Co Ltd | Protective structure of rock shade |
JPH03156005A (en) * | 1989-11-10 | 1991-07-04 | Nippon Samikon Kk | Shed for protection |
JPH04289305A (en) * | 1991-03-15 | 1992-10-14 | Yoshizawa Sogo Bosui:Kk | Method for constructing load-reducing structure |
JPH06336708A (en) * | 1993-05-31 | 1994-12-06 | P S Co Ltd | Rock shed |
JPH1121825A (en) | 1997-07-07 | 1999-01-26 | Yoshida Kouzou Design:Kk | Impact absorbing bank body |
JPH11140829A (en) * | 1997-11-05 | 1999-05-25 | Kensetsusho Hokuriku Chihou Kensetsukyokucho | Shock absorbing structure and unit for falling matter, shock absorber receptacle, and shock absorbing method thereof |
JP2000160515A (en) | 1998-12-01 | 2000-06-13 | Yoshida Kouzou Design:Kk | Shock absorbing banking embankment |
WO2000043600A1 (en) * | 1999-01-19 | 2000-07-27 | Marc Braendli | Wall, preferably a protective wall |
WO2004007843A1 (en) * | 2002-06-25 | 2004-01-22 | Karl Eric Larsson | Building element system |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2015221963A (en) * | 2014-05-22 | 2015-12-10 | 神鋼建材工業株式会社 | Road covering structure |
JP2017002567A (en) * | 2015-06-10 | 2017-01-05 | 株式会社ライテク | Protective structure |
CN108589568A (en) * | 2018-05-04 | 2018-09-28 | 中铁四局集团第二工程有限公司 | Across Business Line hangar tunnel T-type beam rapid constructing method in a kind of small space |
CN108589568B (en) * | 2018-05-04 | 2020-03-27 | 中铁四局集团第二工程有限公司 | Rapid construction method for shed tunnel T-shaped beam crossing business line in narrow space |
Also Published As
Publication number | Publication date |
---|---|
ATE498740T1 (en) | 2011-03-15 |
ES2361028T3 (en) | 2011-06-13 |
EP1956145B1 (en) | 2011-02-16 |
DE502008002589D1 (en) | 2011-03-31 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP1795279B1 (en) | Protective net, in particular for protection against rock falls or for securing a top layer of soil | |
EP0979329B1 (en) | Woven wire netting for protection against rock falls or for securing a top layer of soil, and method and device for producing same | |
CH697096A5 (en) | Safety net, especially for rockfall protection or for verge securing. | |
WO2011009542A2 (en) | Security net on water or on the ground | |
CH703929B1 (en) | Safety net preferably for slope stabilization. | |
DE69825866T2 (en) | REINFORCEMENT MATRIX FOR REINFORCING ASPHALT | |
DE102007037339B4 (en) | Gabion wall with sound-insulating, monolithic concrete layer | |
EP1956145B1 (en) | Barrier for rock fall or avalanche protection | |
CH637436A5 (en) | DEVICE FOR PROTECTION AGAINST STONE BLOCK AND AVALANCHE IN MOUNTAIN TERRAIN. | |
EP0021449A1 (en) | Construction such as a retaining wall or the like | |
DE3012613C2 (en) | Anchor expansion for routes of underground mining, tunnels or the like. | |
DE1812865C3 (en) | Reinforcement for flat concrete components | |
DE4130768C1 (en) | Metal reinforcement caging for hardcore under roads - uses pre-tensioned mesh under hardcore which is then tensioned and joined over laid hardcore. | |
WO2016058821A1 (en) | Safety net, in particular for rock-fall or avalanche barriers | |
AT2797U1 (en) | SNOW AND STONE BLOCK RETENTION NET | |
DE102019114470B4 (en) | embankment structure | |
DE102012205484A1 (en) | Embankment structure for use in reinforced soil system, has air-side supporting wall formed from set of gabions, and rear anchorages designed as metal wire lattice, which is connected with gabions by connecting element | |
DE2342192A1 (en) | PROCESS FOR MANUFACTURING A CONCRETE RAILWAY IN PARTICULAR FOR ROAD OR AIRCRAFT | |
DE102006041880A1 (en) | Stone basket element for erecting retaining walls or the like | |
EP0373308B1 (en) | Tying means for concrete works below ground | |
DE102009041731A1 (en) | Wall pillar for use in private garden, has fastening areas with opening formed as non-circular opening, elongated hole or round hole, and reference area with metal foil recess to watch filling material received at wall filling space | |
DE19722770A1 (en) | Method and device for combating the formation of avalanches and the like flowing snow phenomena | |
DE3513669A1 (en) | REINFORCEMENT NETWORK | |
DE10039769C2 (en) | Procedure for stabilizing embankments | |
DE202012101217U1 (en) | inclined structure |
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 BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MT NL NO PL PT RO SE SI SK TR |
|
AX | Request for extension of the european patent |
Extension state: AL BA MK RS |
|
17P | Request for examination filed |
Effective date: 20090206 |
|
17Q | First examination report despatched |
Effective date: 20090304 |
|
AKX | Designation fees paid |
Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MT NL NO PL PT RO SE SI SK TR |
|
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 BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MT NL NO 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: CH Ref legal event code: EP |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: FG4D Free format text: LANGUAGE OF EP DOCUMENT: GERMAN |
|
REF | Corresponds to: |
Ref document number: 502008002589 Country of ref document: DE Date of ref document: 20110331 Kind code of ref document: P |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R096 Ref document number: 502008002589 Country of ref document: DE Effective date: 20110331 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: NV Representative=s name: LUCHS & PARTNER PATENTANWAELTE |
|
REG | Reference to a national code |
Ref country code: ES Ref legal event code: FG2A Ref document number: 2361028 Country of ref document: ES Kind code of ref document: T3 Effective date: 20110613 |
|
REG | Reference to a national code |
Ref country code: NL Ref legal event code: VDEP Effective date: 20110216 |
|
LTIE | Lt: invalidation of european patent or patent extension |
Effective date: 20110216 |
|
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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20110216 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: 20110216 Ref country code: HR 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: 20110216 Ref country code: PT 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: 20110616 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: 20110517 Ref country code: NO 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: 20110516 Ref country code: LV 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: 20110216 |
|
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: 20110216 Ref country code: BG 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: 20110516 Ref country code: FI 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: 20110216 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: 20110216 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: 20110216 Ref country code: NL 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: 20110216 |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: FD4D |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: EE 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: 20110216 Ref country code: DK 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: 20110216 Ref country code: IE 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: 20110216 |
|
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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20110216 Ref country code: SK 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: 20110216 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: 20110216 |
|
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: 20111117 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R097 Ref document number: 502008002589 Country of ref document: DE Effective date: 20111117 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: IT Payment date: 20120126 Year of fee payment: 5 |
|
BERE | Be: lapsed |
Owner name: GEOBRUGG A.G. Effective date: 20120131 |
|
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: 20120131 |
|
GBPC | Gb: european patent ceased through non-payment of renewal fee |
Effective date: 20120131 |
|
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 NON-PAYMENT OF DUE FEES Effective date: 20120131 Ref country code: DE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20120801 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R119 Ref document number: 502008002589 Country of ref document: DE Effective date: 20120801 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: BE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20120131 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: FR Payment date: 20130207 Year of fee payment: 6 Ref country code: CH Payment date: 20130131 Year of fee payment: 6 Ref country code: ES Payment date: 20130122 Year of fee payment: 6 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: AT Payment date: 20130129 Year of fee payment: 6 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MT 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: 20110216 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: TR 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: 20110216 |
|
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: 20120131 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: HU 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: 20080131 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: MM01 Ref document number: 498740 Country of ref document: AT Kind code of ref document: T Effective date: 20140131 |
|
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: 20140131 Ref country code: CH Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20140131 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: ST Effective date: 20140930 |
|
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: 20140131 Ref country code: AT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20140131 |
|
REG | Reference to a national code |
Ref country code: ES Ref legal event code: FD2A Effective date: 20150703 |
|
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: 20140201 |
|
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: 20140131 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: 20110216 |