EP0281013B1 - Dalle élastique pour passages à niveau de voies ferrées - Google Patents
Dalle élastique pour passages à niveau de voies ferrées Download PDFInfo
- Publication number
- EP0281013B1 EP0281013B1 EP88102774A EP88102774A EP0281013B1 EP 0281013 B1 EP0281013 B1 EP 0281013B1 EP 88102774 A EP88102774 A EP 88102774A EP 88102774 A EP88102774 A EP 88102774A EP 0281013 B1 EP0281013 B1 EP 0281013B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- plate
- channels
- rail
- grooves
- another
- 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
- 239000000463 material Substances 0.000 claims abstract description 16
- 238000004519 manufacturing process Methods 0.000 claims description 3
- 230000008602 contraction Effects 0.000 abstract 1
- 239000013013 elastic material Substances 0.000 description 4
- 238000000465 moulding Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000005489 elastic deformation Effects 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 238000007493 shaping process Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000007704 transition Effects 0.000 description 2
- 230000008901 benefit Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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
- E01C9/00—Special pavings; Pavings for special parts of roads or airfields
- E01C9/04—Pavings for railroad level-crossings
Definitions
- the invention relates to an elastic plate for level crossings and possibly arranged outside the rails roadway coverings, which extends from rail to rail, or from rail to the carriageway connection, the rail-side edges for the required composite effects are designed in cross section in the vertical direction in cross-section and on their upper and lower surfaces are provided parallel to the course of the rail and, if appropriate, grooves running transversely thereto.
- Such elastic plates are used in a wide variety of designs for the creation of level railroad crossings, since they have the advantage of having a long service life due to the resistance of the material to weathering and industrial influences are easy to maintain. As a result of the elastic deformability of the plate material, the plates can be laid on their base so that no tension of the plate material remains.
- grooves have the task of guiding the rainwater collecting in the grooves of smaller groove depth into the deeper grooves, from which it can flow to the outer edge of the carriageway transition.
- the invention has for its object to provide plates for level crossings, which consist of a relatively hard, elastic material of low thickness and still lie flat on their base.
- the mutually parallel grooves of the upper plate surface are laterally offset from the rectilinear parallel grooves of the lower plate surface and that two or more adjacent, mutually parallel and laterally offset mutually opposite grooves of the upper and the lower plate surface form one or more elastic expansion folds, the mutually parallel adjacent flanks of an upper and a lower groove defining a web and the grooves being arranged on the upper and the lower plate surface in such a way that the distances between individual expansion folds or from A plurality of fold groups formed from one another are large in relation to the distances between the grooves forming the expansion folds.
- expansion folds which are provided in the longitudinal direction of the plate, i.e. parallel to the course of the rail and at the same time also transverse to it ... can, one has created a possibility that even when using a relatively rigid and hard elastic material, the plates have areas that allow elastic deformation.
- the expansion folds created according to the invention act like folds of a bellows and have the effect that the width of a plate clamped under the rail heads by means of its edge profiles or anchored to the edge of the track, depending on the temperature or on loads acting on the plate surface, is slight, but sufficient Dimensions can change without the plate as a whole slipping on its base or buckling. The same also applies to plate expansion in the longitudinal direction of the rails.
- the adjoining edges of the plates adjacent to one another are preferably also profile-shaped in cross section, preferably in the form of tongue and groove. With the help of the tongue and groove connection, the neighboring panels interlock seamlessly. However, in order to avoid slipping apart as a result of greater stresses on the plates, incisions are made in the edge region of the adjoining plate edges, starting from the upper plate surface and extending obliquely to the respective plate edge, to accommodate the legs of an approximately U-shaped clamp, bridging the two adjacent plates serve.
- the incision depths of the grooves are chosen so that the sum of the incision depths of the parallel opposing grooves ⁇ is the total thickness of the plate.
- the depth of cut of the groove provided on the upper plate surface ⁇ the depth of cut of the grooves arranged on the lower plate surface.
- the choice of a V-shaped cross section of the groove is expedient in order to avoid jamming due to stones or the like penetrating into the grooves.
- other incision shapes can also be selected.
- openings would result at the crossing points of the grooves through the plates and would make the plate a perforated or grid plate.
- the openings are closed by a suitable shaping of the molding tool with a material layer integral with the plate material during plate production.
- a plate 1 made of a relatively hard, but still sufficiently elastic rubber material with a total plate thickness of approximately 60 to 70 mm serves to create a level crossing between a rail 2 and the road edge 3.
- the edges of the plate 1 running in the direction of the rail are the rail head 4 on the one hand and the roadway mounting 5 on the other hand adapted by a corresponding profile training.
- the rail 2 is attached to the sleepers 6 in a conventional manner.
- the threshold fastening device 7 is covered by a rail molding 8. Between the pavement attachment 5 and the rail 2 are wooden planks 9 extending over several sleepers 6, on which the plate 1 rests.
- a projection 10 projecting downward from the lower plate surface lies laterally on the rail molding 8 and serves for the lateral one Locking the plate 1.
- the projections of the plate end face 1 a running parallel to the plate surface are the spring profiles 11 which engage in the grooves, not shown, of an adjacent plate.
- a recognizable in the sectional view of FIG. 1 rectangular notch 12 in the surface of the plate 1 serves to receive a bracket 13 which holds together adjacent plates according to FIG. 5 and ensures the firm bond of the plates.
- the bracket 13 has a U-profile. Their legs 13 a, b run slightly obliquely to their connecting piece 13 c and approach their free ends for the purpose of a secure hold in the plate 1.
- the connector 13 c is embedded in the notch 12 and arranged sunk.
- An expansion joint 14 in the longitudinal direction of the rail and two expansion joints 15 in the transverse direction are provided in the plate 1.
- Each expansion joint 14 and 15 is formed by the interaction of two grooves 16 and 17.
- the groove 16 runs on the lower surface of the plate 1 in the form of a V-shaped incision in the longitudinal direction of the rail.
- the maximum incision depth for a total thickness is Plate 1 from about 60 to 70 mm about 40 mm.
- the groove 17 extends on the upper surface of the plate 1 also in the form of a V-shaped incision in the longitudinal direction of the rail. However, it is laterally offset from the groove 16 by 3.5 cm (distance of the incision symmetry center lines). Their maximum depth of cut is approx. 30 mm.
- the lateral displacement of the grooves 16 and 17 is chosen in the example so that the adjacent flanks 16 a and 17 a of the V-shaped grooves 16 and 17, which run parallel to one another in a region of approximately 10 mm, define a web 18, the thickness of which is approximately in the Range from 15 to 25 mm. In the example, the thickness of the web is 20 mm.
- the hardness of the rubber material used here was approx. 90 Shore. The above information regarding the dimensions of the expansion joints can be regarded as optimal for this. Of course, the dimensioning of the web 18 depends on the elastic properties of the rubber material used for the plate.
- a plate 20 is shown, which is inserted between two rail tracks.
- the rail-side edges of the plate 20 abut the rail heads.
- Your profile 21 or 22 located in the area of the rail head has a track groove 23.
- Projections 24 and 25 on the lower surface of the plate 20 serve to abut the rail fittings 26 and protrude into spaces 27 between the rail fittings 26 and the wooden blocks 28 forming the substructure, which extend over a plurality of rail sleepers. Otherwise, identical design features are identified by the same reference numerals as in FIGS. 1 and 2, so that an assignment is possible without further explanation.
- Fig. 6 a sectional view along the line A .... A of Fig. 4 is shown in broken view, which shows the formation of the intersection 29 of an expansion joint 14 with an expansion joint 15 and in particular shows that the inevitably resulting hole is closed with a material layer 30.
- This material layer is created by appropriate shaping of the casting mold at the crossing points 29 of the expansion joints 14, 15 integrated with the rest of the plate material.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
- Aiming, Guidance, Guns With A Light Source, Armor, Camouflage, And Targets (AREA)
- Escalators And Moving Walkways (AREA)
- Railway Tracks (AREA)
- Train Traffic Observation, Control, And Security (AREA)
Claims (11)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT88102774T ATE66707T1 (de) | 1987-03-06 | 1988-02-25 | Gummielastische platte fuer schienengleiche bahnuebergaenge. |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19873707305 DE3707305A1 (de) | 1987-03-06 | 1987-03-06 | Elastische platte fuer schienengleiche bahnuebergaenge |
DE3707305 | 1987-03-06 |
Publications (3)
Publication Number | Publication Date |
---|---|
EP0281013A2 EP0281013A2 (fr) | 1988-09-07 |
EP0281013A3 EP0281013A3 (en) | 1989-05-10 |
EP0281013B1 true EP0281013B1 (fr) | 1991-08-28 |
Family
ID=6322467
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP88102774A Expired - Lifetime EP0281013B1 (fr) | 1987-03-06 | 1988-02-25 | Dalle élastique pour passages à niveau de voies ferrées |
Country Status (6)
Country | Link |
---|---|
US (1) | US4860952A (fr) |
EP (1) | EP0281013B1 (fr) |
JP (1) | JPS63251501A (fr) |
AT (1) | ATE66707T1 (fr) |
DE (2) | DE3707305A1 (fr) |
ES (1) | ES2025715T3 (fr) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE202008008645U1 (de) | 2008-07-01 | 2009-11-19 | Edilon Sedra Gmbh | Schalldämmvorrichtung an Straßenbahnschienen |
DE102015113728A1 (de) | 2015-08-19 | 2017-02-23 | Het Elastomertechnik Gmbh | Vorrichtung zur Bildung eines Bahnübergangs |
DE202016101675U1 (de) | 2016-03-29 | 2017-07-03 | Het Elastomertechnik Gmbh | System zum Aufbau eines Bahnübergangs |
WO2020249638A1 (fr) | 2019-06-13 | 2020-12-17 | Het Elastomertechnik Gmbh | Dispositif de construction d'un passage à niveau et procédé pour ériger un passage à niveau par installation d'un dispositif |
DE102022123268A1 (de) | 2022-09-13 | 2024-03-14 | Het Elastomertechnik Gmbh | System zur Bildung eines Bahnübergangs |
Families Citing this family (20)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4793545A (en) * | 1987-07-14 | 1988-12-27 | Construction Polymers Company | Embedded track assembly |
DE4011599A1 (de) * | 1990-04-10 | 1991-10-17 | Kraiburg Gummi Dev Gmbh | Gleisuebergangseinrichtung |
US5470173A (en) * | 1990-04-10 | 1995-11-28 | Gummiwerk Kraiburg Development Gmbh | Process for producing a railroad crossing means |
DE4107974C2 (de) * | 1991-03-13 | 1994-08-18 | Buescher Pebueso Beton | Fahrbahnplattenhalterung für Gleisanlagen |
US5181657A (en) * | 1991-05-10 | 1993-01-26 | Omni Rubber Products, Inc. | Composite rubber/concrete railroad grade crossing system |
US5281055C1 (en) * | 1992-07-17 | 2001-08-14 | Marine Floats Inc | Floating dock |
DE4229289A1 (de) * | 1992-09-02 | 1994-03-10 | Kraiburg Gummi Dev Gmbh | Gleisübergangseinrichtung, Formkörper für eine Gleisübergangseinrichtung und Verfahren zur Herstellung eines Formkörpers für eine Gleisübergangseinrichtung |
US5439625A (en) * | 1992-09-02 | 1995-08-08 | Gummiwerk Kraiburg Development Gmbh | Track crossing installation, molded body for a track crossing installation and method for producing a molded body for a track crossing installation |
US5446937A (en) * | 1992-09-08 | 1995-09-05 | Pemko Manufacturing Company | Modular ramp system |
US5626289A (en) * | 1995-08-25 | 1997-05-06 | Demers, Jr.; Albert P. | Precast concrete railroad crossing and method for making |
US5740961A (en) * | 1996-03-08 | 1998-04-21 | Bruning; William E. | Railway crossing installation |
DE29607834U1 (de) * | 1996-04-30 | 1997-09-18 | Theodor Küper & Söhne GmbH & Co, 44805 Bochum | Elastomeres, großvolumiges Gummi-Formelement mit Kühl- bzw. Heizhohlräumen |
US5988519A (en) * | 1997-11-18 | 1999-11-23 | Pacific International Pipe Enterprises, Inc. | Precast concrete curved grade crossing with restraining rail |
US6431462B1 (en) | 1998-08-21 | 2002-08-13 | Omega Industries, Inc. | Railroad crossing spacers |
US6588676B1 (en) | 2002-03-20 | 2003-07-08 | American Concrete Products Co. | Concrete railroad grade crossing panels |
US6705536B1 (en) | 2002-03-20 | 2004-03-16 | American Concrete Products Co. | Concrete railroad grade crossing panels |
DE10247063C5 (de) * | 2002-10-09 | 2010-05-06 | Wolfgang Allwang | Kammerfülleinrichtung für Schienengleise |
US6871791B1 (en) | 2003-11-26 | 2005-03-29 | Thomas L. Egan, Jr. | Concrete railroad grade crossing panels |
US7243608B2 (en) * | 2004-12-22 | 2007-07-17 | E-Z-Dock, Inc. | Methods and apparatus for assembling docks |
GB2436342A (en) * | 2006-03-23 | 2007-09-26 | Rosehill Polymers Ltd | Panel for forming a surface over which a vehicle can travel |
Family Cites Families (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2828080A (en) * | 1954-05-10 | 1958-03-25 | Charles H Rennels | Railroad crossing structure |
CH391759A (it) * | 1962-05-30 | 1965-05-15 | Gomma Antivibranti Applic | Giunto di dilatazione per il manto di usura di una superficie carrozzabile |
US3414194A (en) * | 1965-10-24 | 1968-12-03 | Louis Marx & Co. Inc. | Racing track |
US3465963A (en) * | 1967-12-29 | 1969-09-09 | Goodyear Tire & Rubber | Crossing structure |
AT316612B (de) * | 1972-09-13 | 1974-07-25 | Semperit Ag | Schienengleicher Bahnübergang |
US3843051A (en) * | 1973-06-15 | 1974-10-22 | J Whitlock | Highway railway crossing |
DE2554685C3 (de) * | 1975-12-05 | 1979-05-17 | Motoren- Und Turbinen-Union Muenchen Gmbh, 8000 Muenchen | Behälter für Gasturbinentriebwerke, insbesondere Gasturbinenstrahltriebwerke |
US4111582A (en) * | 1976-03-19 | 1978-09-05 | Samuel Tippett | Expansion joint |
US4093120A (en) * | 1977-01-24 | 1978-06-06 | Park Rubber Company | Railroad crossing structure |
DE7719283U1 (de) * | 1977-06-20 | 1977-10-27 | Gummiwerk Kraiburg Gmbh & Co, 8264 Waldkraiburg | Platte fuer schienengleiche bahnuebergaenge |
SE415681B (sv) * | 1977-10-07 | 1980-10-20 | A Betong Ab | Anordning vid korsning mellan veg och jernveg |
DE2751346C2 (de) * | 1977-11-17 | 1983-12-22 | Phoenix Ag, 2100 Hamburg | Isoliermatte für Gleisanlagen |
US4421272A (en) * | 1979-10-12 | 1983-12-20 | Structural Rubber Products Company | Splicing and grade crossing construction |
DE8703435U1 (de) * | 1987-03-06 | 1987-06-19 | Gummiwerk Kraiburg Elastik Beteiligungs GmbH & Co, 8261 Tittmoning | Elastische Platte für schienengleiche Bahnübergänge |
-
1987
- 1987-03-06 DE DE19873707305 patent/DE3707305A1/de not_active Withdrawn
-
1988
- 1988-02-25 ES ES198888102774T patent/ES2025715T3/es not_active Expired - Lifetime
- 1988-02-25 DE DE8888102774T patent/DE3864420D1/de not_active Expired - Lifetime
- 1988-02-25 EP EP88102774A patent/EP0281013B1/fr not_active Expired - Lifetime
- 1988-02-25 AT AT88102774T patent/ATE66707T1/de not_active IP Right Cessation
- 1988-03-01 US US07/162,570 patent/US4860952A/en not_active Expired - Fee Related
- 1988-03-07 JP JP63053415A patent/JPS63251501A/ja active Granted
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE202008008645U1 (de) | 2008-07-01 | 2009-11-19 | Edilon Sedra Gmbh | Schalldämmvorrichtung an Straßenbahnschienen |
DE102015113728A1 (de) | 2015-08-19 | 2017-02-23 | Het Elastomertechnik Gmbh | Vorrichtung zur Bildung eines Bahnübergangs |
WO2017029038A1 (fr) | 2015-08-19 | 2017-02-23 | Het Elastomertechnik Gmbh | Dispositif de réalisation d'un passage à niveau |
DE202016101675U1 (de) | 2016-03-29 | 2017-07-03 | Het Elastomertechnik Gmbh | System zum Aufbau eines Bahnübergangs |
WO2020249638A1 (fr) | 2019-06-13 | 2020-12-17 | Het Elastomertechnik Gmbh | Dispositif de construction d'un passage à niveau et procédé pour ériger un passage à niveau par installation d'un dispositif |
DE102019116130A1 (de) * | 2019-06-13 | 2020-12-17 | Het Elastomertechnik Gmbh | Vorrichtung zur Bildung eines Bahnübergangs |
DE102022123268A1 (de) | 2022-09-13 | 2024-03-14 | Het Elastomertechnik Gmbh | System zur Bildung eines Bahnübergangs |
WO2024056540A1 (fr) | 2022-09-13 | 2024-03-21 | Het Elastomertechnik Gmbh | Système de formation d'un passage à niveau |
Also Published As
Publication number | Publication date |
---|---|
US4860952A (en) | 1989-08-29 |
JPS63251501A (ja) | 1988-10-19 |
EP0281013A2 (fr) | 1988-09-07 |
ES2025715T3 (es) | 1992-04-01 |
DE3864420D1 (de) | 1991-10-02 |
DE3707305A1 (de) | 1988-09-15 |
EP0281013A3 (en) | 1989-05-10 |
JPH059564B2 (fr) | 1993-02-05 |
ATE66707T1 (de) | 1991-09-15 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP0281013B1 (fr) | Dalle élastique pour passages à niveau de voies ferrées | |
DE69628182T2 (de) | Zellförmige begrenzungsstruktur | |
DE3221480C2 (de) | Dehnungsfugendichtung | |
EP0816564A2 (fr) | Renforcement pour aires de circulation avec des pavés ou des dalles | |
DE2228599B2 (de) | Elastomere Fugendichtung | |
DE2727644C2 (de) | Schienengleicher Bahnübergang | |
WO2006063550A1 (fr) | Voie en béton pour véhicules sur rails | |
DE2947844A1 (de) | Verfahren zur herstellung eines gleisaufbaues sowie platte zur durchfuehrung dieses verfahrens | |
WO1997007285A1 (fr) | Revetement de sol compose de pieces moulees pentagonales en beton assemblees par des joints | |
DE2455775B2 (de) | Dehnfugenleiste für Estrichböden | |
EP1088941B1 (fr) | Caniveau et élément de caniveau pour celui-ci | |
DE3326109C2 (de) | Pflasterstein | |
DE2155651C3 (de) | Wasserdichte Abdeckung für Dehnungsfugen von Bauwerken, wie Brücken, Straßen u.dgl | |
WO1996015322A1 (fr) | Passage a niveau pour plusieurs voies de chemin de fer | |
DE2210741B1 (de) | Gummielastische zwischenplatte für schienenbefestigungen | |
EP0218643B1 (fr) | Passage a niveau | |
DE1658468A1 (de) | Dehnungsausgleichs- und Dichtungselement | |
DE102009030535B4 (de) | Mehrteilige Schienenkammerfülleinrichtung | |
DE8703435U1 (de) | Elastische Platte für schienengleiche Bahnübergänge | |
DE2932946A1 (de) | Schienengleicher strassenuebergang | |
DE10013613A1 (de) | Betonpflasterstein | |
EP1254292A1 (fr) | Ecarteur | |
DE19601188B4 (de) | Vorgefertigter Rolladenkasten | |
DE102006035115B4 (de) | Gleis für Modellbahnanlagen | |
DE202022104877U1 (de) | Befestigte Straße |
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 CH DE ES FR GB GR IT LI LU NL SE |
|
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 CH DE ES FR GB GR IT LI LU NL SE |
|
17P | Request for examination filed |
Effective date: 19890419 |
|
17Q | First examination report despatched |
Effective date: 19900621 |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): AT BE CH DE ES FR GB GR IT LI LU NL SE |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: 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: 19910828 Ref country code: BE Effective date: 19910828 |
|
REF | Corresponds to: |
Ref document number: 66707 Country of ref document: AT Date of ref document: 19910915 Kind code of ref document: T |
|
GBT | Gb: translation of ep patent filed (gb section 77(6)(a)/1977) | ||
REF | Corresponds to: |
Ref document number: 3864420 Country of ref document: DE Date of ref document: 19911002 |
|
ET | Fr: translation filed | ||
ITF | It: translation for a ep patent filed |
Owner name: MODIANO & ASSOCIATI S.R.L. |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: AT Effective date: 19920225 |
|
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: 19920229 Ref country code: LI Effective date: 19920229 Ref country code: CH Effective date: 19920229 |
|
REG | Reference to a national code |
Ref country code: ES Ref legal event code: FG2A Ref document number: 2025715 Country of ref document: ES Kind code of ref document: T3 |
|
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 | ||
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: SE Payment date: 19940124 Year of fee payment: 7 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: ES Payment date: 19940204 Year of fee payment: 7 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: GB Payment date: 19940210 Year of fee payment: 7 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: NL Payment date: 19940228 Year of fee payment: 7 Ref country code: FR Payment date: 19940228 Year of fee payment: 7 |
|
EAL | Se: european patent in force in sweden |
Ref document number: 88102774.2 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: GB Effective date: 19950225 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SE Effective date: 19950226 |
|
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: 19950227 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: NL Effective date: 19950901 |
|
GBPC | Gb: european patent ceased through non-payment of renewal fee |
Effective date: 19950225 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: FR Effective date: 19951031 |
|
NLV4 | Nl: lapsed or anulled due to non-payment of the annual fee |
Effective date: 19950901 |
|
EUG | Se: european patent has lapsed |
Ref document number: 88102774.2 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: ST |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 19960220 Year of fee payment: 9 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: DE Effective date: 19971101 |
|
REG | Reference to a national code |
Ref country code: ES Ref legal event code: FD2A Effective date: 19990405 |
|
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;WARNING: LAPSES OF ITALIAN PATENTS WITH EFFECTIVE DATE BEFORE 2007 MAY HAVE OCCURRED AT ANY TIME BEFORE 2007. THE CORRECT EFFECTIVE DATE MAY BE DIFFERENT FROM THE ONE RECORDED. Effective date: 20050225 |