EP0495171B1 - Procédé pour régler l'épaisseur d'une couche à poser avec un finisseur - Google Patents
Procédé pour régler l'épaisseur d'une couche à poser avec un finisseur Download PDFInfo
- Publication number
- EP0495171B1 EP0495171B1 EP91119158A EP91119158A EP0495171B1 EP 0495171 B1 EP0495171 B1 EP 0495171B1 EP 91119158 A EP91119158 A EP 91119158A EP 91119158 A EP91119158 A EP 91119158A EP 0495171 B1 EP0495171 B1 EP 0495171B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- screed
- height
- thickness
- laying
- finisher
- 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
- E01C19/00—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
- E01C19/48—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving for laying-down the materials and consolidating them, or finishing the surface, e.g. slip forms therefor, forming kerbs or gutters in a continuous operation in situ
Definitions
- the invention relates to a method for adjusting the thickness of a layer to be installed by a paver on a substrate of the type explained in the preamble of claim 1 and a suitable paver of the type explained in the preamble of claim 7.
- Such a paver is known from DE-A-35 35 362.
- the known paver has a trailed screed that is rigidly connected to two leveling bars.
- the leveling bars are pivotally connected to the paver on both sides of the paver via a pivot point.
- the articulation points can be adjusted in height, so that the angle of attack of the screed, ie the angle at which the screed plate arranged under the screed runs to the ground, can be changed. This change in the angle of attack is used to vary the thickness of the layer to be installed.
- the screed is floating on the layer to be installed, ie it is exposed only with its own weight on the layer.
- a second lifting cylinder is provided on each of the leveling bars, which acts at a distance from the first lifting cylinder.
- this second lifting cylinder cannot be regulated, ie it cannot be moved into a predetermined position.
- the second lifting cylinder only serves to block the floating position of the screed, so that the screed cannot sink at an intermediate stop and is pulled over the already solid material with a rigid force when it starts again without it being able to move upwards.
- a measuring device is provided on the road paver, which measures the distance to a specified reference line in the area of the screed front edge and worm shaft and, in the event of deviations from the nominal value, the layer thickness by adjusting the height of the articulation point of the Leveling bars corrected.
- the correct layer thickness must be set in a rather cumbersome manner before starting operation.
- wooden beams or the like are placed under the screed plates of the screed until the screed is at a height corresponding to the desired layer thickness plus rolling dimension.
- the required angle of attack can then also be set by adjusting the height of the articulation points by means of the first lifting cylinders. It is only when this setting is handled precisely that it is possible to achieve the exact paving thickness before starting construction. Nevertheless, most of the time, corrections still have to be made. Precise work is especially then This is important if you have to continue with the installation layers already laid the day before. In practice, there are almost always bumps in the road surface, which must then be laboriously removed.
- DE-A-31 24 363 describes a method and a device for correcting the angle of attack of width-adjustable pavers.
- the known method is intended to prevent a shoulder from forming at the transition area between the main screed and the adjusting screeds if the angle of attack of the main screed also changes when the layer thickness of the paving layer changes.
- the screeds are articulated via leveling bars, whereby the articulation point can be adjusted in height by means of a first lifting cylinder.
- a second working cylinder is provided in the direction of travel behind the first lifting cylinder, which holds the screed in the floating position during operation of the paver and which can additionally be acted upon by a magnitude which can be varied to counteract the weight of the main screed.
- the load on the working cylinder changes, whereby the paver screed is raised or lowered as a result of the pressure of variable magnitude, which counteracts the weight of the main screed, until the angle of attack resumes the previously set position, with no steps between the main - and the screed occur.
- An encoder or button can be provided that detects such paragraphs.
- DE-A-28 38 123 discloses a road paver with a device for adjusting and measuring the paving thickness and volume of road surfaces.
- the paver contains a screed, which is made with the help of two Working cylinders, which are the same in the direction of travel, are height-adjustable, ie the screed is not articulated via leveling bars at a pivot point.
- the paving thickness and the paving volume are continuously determined during the laying of the covering and used for billing the work performed.
- marking devices are attached to the piston rods of the hydraulic cylinders, which interact with display devices, the distance between the marking device on the hydraulic cylinder and a fixed point being determined and used for billing.
- AU-B-27 245/84 relates to a road paver with a box, which is attached to a pivot point via leveling bars and is open in the direction of travel for receiving the paving material.
- the pivot point can be adjusted in height using a lifting cylinder.
- a transducer is provided which scans unevenness in the surface.
- a second transducer is used to measure the thickness of the finished layer. How the layer thickness is initially set is not described.
- the invention has for its object to provide a method and a paver for performing the method with which an exact adjustment of the thickness of a paving layer is possible.
- the invention proposes the lifting cylinders in conjunction with in order to initially adjust the thickness of the installation layer to use two transducers spaced apart in the direction of travel, the height of the second lifting cylinder also having to be designed.
- a reference value can be obtained in a simple manner, to which only the desired paving thickness plus rolling dimension then has to be added or subtracted, depending on the measuring method.
- the measure according to claim 2 allows the paving thickness of the road building material to be corrected during the installation, without the need for manual measurements.
- the reference value for the position of the screed is determined by a simple distance measurement, where as the fixed point for the distance measurement according to claims 4 to 6 either the subsurface itself, or a fixed point arranged on the paver or any other fixed point lying outside the screed and the paver is used, the latter solution having the advantage that a Possibility is created to correct the paving thickness during operation in a known manner.
- the thickness of the layer can also be easily adjusted before the start of operation, with the arrangement of two transducers spaced in the direction of travel on Leveling bar of the screed the exact position of the screed can be determined as a reference value.
- a road paver 1 can be seen in FIG. 1, which drives in the direction of arrow F on a subgrade 2 forming a subsurface.
- the paver 1 has a screed 3 which is provided with a smoothing plate 3a.
- One end of two leveling bars 4a, 4b is rigidly connected to the screed 3.
- the leveling bars 4a, 4b extend forward on both sides of the paver's frame and are articulated with their front free ends to the frame of the paver 1 via a respective articulation point 5a, 5b.
- Each of the articulation points 5a, 5b can be adjusted in height in a controlled manner in the direction of the double arrow A via a first adjustable lifting cylinder 6a, 6b.
- a second lifting cylinder 7a, 7b which is adjustable in the direction of the double arrow B, acts on each of the leveling bars 4a, 4b.
- a sensor 8a, 8b, 9a, 9b for example mechanical buttons or contactless sensors, such as ultrasound sensors.
- the screed 3 is presented by a screw 10 road building material 11, in the present case bituminous mix, which is compacted by the screed 3 when the paver 1 is driving in the direction of arrow F to form a paving layer 12 with a predetermined thickness above the level 2 .
- the screed lies here 3 floating, ie with their own weight, on the mix 11 to be compacted.
- the second lifting cylinders 7a, 7b are unlocked in a known manner, so that no pressure or tensile forces are exerted on the leveling bars 4a, 4b and thereby on the screeds 3.
- the lifting cylinders 7a, 7b can also be used in a known manner to sink the screed 3 when the paver is stopped in the still soft paving layer 12 and slide the screed 3 after a stop to a mixture 11 that has already become firmer without sufficient compaction avoid by locking the lifting cylinders 7a, 7b in a known manner.
- the screed 3 is lowered so far onto the level 2 by the lifting cylinders 6a, 6b, 7a, 7b that the smoothing plate 3a of the screed 3 lies flat on the level 2. Then this position of the screed 3 is determined via the transducers 8a, 8b, 9a, 9b. In the present case, the distances of the transducers 8a, 8b, 9a, 9b, which are firmly connected to the leveling bars 4a, 4b, are determined from a fixed point.
- the fixed point can be either the formation 2 and / or a fixed point 13a, 13b or 14a, 14b arranged on the frame of the paver 1 and / or an exactly horizontally oriented surface lying outside the paver 1 and the formation 2, such as a curb, for example.
- a tensioned wire 15a, 15b or a towing ski can be used, as indicated by the arrows in FIG. 2.
- the screed 3 is raised via the first and second lifting cylinders 6a, 6b, 7a, 7b to a height above the level 2 which corresponds to the desired paving thickness, plus the rolling dimension if necessary. This position of the screed 3 is held until a floating support of the screed 3 on the road building material 11 is possible.
- the angle of attack of the screed 3, ie the angle of the smoothing plate 3a to the formation 2 can be adjusted or changed in a known manner by the first lifting cylinders 6a, 6b.
- a constant paving thickness of the layer 12 is achieved across the width of the road transversely to the direction of travel F. Due to the arrangement of four sensors, the paver serves as averager over its drive length.
- the processing of the signals from the sensors, the control of the first and second lifting cylinders and the specification of the setpoints for the height of the screed are expediently carried out electronically, the position of the screed being stored on the formation as a reference value.
- the height sensor uses a ski switch to detect the reference not directly from a curb or tensioned wire, but directly from the formation.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Machines (AREA)
- Furnace Housings, Linings, Walls, And Ceilings (AREA)
- Road Repair (AREA)
Claims (8)
- Procédé pour régler l'épaisseur d'une couche d'un matériau de voirie à poser par un finisseur (1) sur un sous-sol (2), par levage d'un bloc de damage (3) du finisseur (1) par rapport à un point fixe (2, 13a, 13b, 14a, 14b, 15a, 15b) à une hauteur adaptée à l'épaisseur souhaitée, le bloc de damage (3) étant connecté au finisseur (1), par au moins un point d'articulation (5a, 5b), pour une pose flottante sur la couche, le point d'articulation (5a, 5b) étant réglable en hauteur par l'intermédiaire d'un premier cylindre de levage (6a, 6b) et le bloc de damage (3) étant relié à un second cylindre de levage (7a, 7b) qui est débloqué pendant la pose, caractérisé en ce que le bloc de damage (3) est tout d'abord descendu par les deux cylindres de levage (6a, 6b, 7a, 7b) jusqu'à ce qu'il soit posé à plat sur le sous-sol (2), que cette position du bloc de damage (3) est déterminée comme valeur de référence et que le bloc de damage (3) est ensuite levé, par les deux cylindres de levage (6a, 6b, 7a, 7b) à la hauteur adaptée et maintenu à cette hauteur jusqu'à ce qu'est possible une pose flottante du bloc de damage (3) sur la couche, les valeurs de mesure pour la valeur de référence et la distance par rapport au point fixe (2, 13a, 13b, 14a, 14b, 15a, 15b) étant obtenues à au moins deux endroits situés l'un derrière l'autre dans le sens de déplacement (F).
- Procédé suivant la revendication 1, caractérisé en ce que, pendant le levage du bloc de damage (3) à la hauteur adaptée, le chemin parcouru par le bloc de damage (3) est mesuré et utilisé comme valeur de référence pour contrôler l'épaisseur réelle de la couche à poser.
- Procédé suivant la revendication 1 ou 2, caractérisé en ce que la valeur de référence pour la position du bloc de damage (3) sur le sous-sol (2) est déterminée par des mesure de distance entre le bloc (3) et le point fixe (2, 13a, 13b, 14a, 14b, 15a, 15b).
- Procédé suivant la revendication 3, caractérisé en ce que le sous-sol (2) est utilisé comme point fixe.
- Procédé suivant la revendication 3, caractérisé en ce qu'il est utilisé un point fixe (13a, 13b, 14a, 14b) disposé sur le finisseur (1).
- Procédé suivant la revendication 3, caractérisé en ce qu'il est utilisé un point fixe (15a, 15b) situé en dehors du finisseur (1) et du sous-sol (2), en particulier une ligne fixe ou une surface fixe orientée horizontalement.
- Finisseur (1) avec un bloc de damage (3) pouvant être posé flottant et connecté de manière articulée par des longerons de nivellement (4a, 4b), le point d'articulation (5a, 5b) du longeron de nivellement (4a, 4b) étant régulièrement réglable en hauteur par un premier cylindre de levage (6a, 6b) et entre le point d'articulation (5a, 5b) et le bloc de damage (3) venant en prise sur le longeron de nivellement (4a, 4b) un second cylindre de levage (7a, 7b), caractérisé en ce que des capteurs de valeur de mesure (8a, 8b, 9a, 9b), destinés à mesurer la distance du bloc de damage (3) par rapport à un point fixe (2, 13a, 13b, 14a, 14b, 15a, 15b), sont fixés directement sur le longeron de nivellement (4a, 4b) et distants l'un de l'autre dans le sens du déplacement (F) et que le second cylindre de levage (7a, 7b) est également regulièrement réglable en hauteur.
- Finisseur suivant la revendication 7, caractérisé en ce que de part et d'autre du bloc de damage (3) sont chaque fois prévus deux capteurs de valeur de mesure (8a 9a, 8b, 9b) disposés à distance l'un de l'autre.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE4040027A DE4040027A1 (de) | 1990-12-14 | 1990-12-14 | Verfahren zum einstellen der staerke einer einbauschicht mit einem strassenfertiger |
DE4040027 | 1990-12-14 |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0495171A1 EP0495171A1 (fr) | 1992-07-22 |
EP0495171B1 true EP0495171B1 (fr) | 1995-02-01 |
Family
ID=6420377
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP91119158A Expired - Lifetime EP0495171B1 (fr) | 1990-12-14 | 1991-11-11 | Procédé pour régler l'épaisseur d'une couche à poser avec un finisseur |
Country Status (5)
Country | Link |
---|---|
EP (1) | EP0495171B1 (fr) |
JP (1) | JP2554810B2 (fr) |
AT (1) | ATE118049T1 (fr) |
DE (2) | DE4040027A1 (fr) |
ES (1) | ES2069177T3 (fr) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US8843280B2 (en) | 2010-07-09 | 2014-09-23 | Joseph Vogele Ag | Construction machine with operating mode control |
EP2921588B1 (fr) | 2014-03-18 | 2016-12-14 | MOBA - Mobile Automation AG | Finisseuse de route dotée d'un dispositif de détection de l'épaisseur de couche et procédé de détection de l'épaisseur d'une couche de matériau déposée |
Families Citing this family (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
IT248740Y1 (it) | 1999-02-01 | 2003-02-12 | Bitelli Spa | Macchina vibrofinitrice per l'asfaltatura delle strade. |
US6398454B1 (en) | 2000-01-24 | 2002-06-04 | Romolo Bitelli | Vibratory finishing machine for road asphalting |
DE10234217B4 (de) * | 2002-07-27 | 2009-02-05 | Hermann Kirchner Gmbh & Co Kg | Verfahren und Vorrichtung zur Ermittlung der Dicke einer Asphaltschicht |
KR100895119B1 (ko) * | 2008-03-11 | 2009-04-28 | 최정필 | 이물질 및 과다 모르타르 배출수단이 구비된 콘크리트 도로포장장치 |
US8070385B2 (en) | 2008-07-21 | 2011-12-06 | Caterpillar Trimble Control Technologies, Llc | Paving machine control and method |
EP3735491B1 (fr) * | 2018-01-03 | 2022-02-23 | Volvo Construction Equipment AB | Machine de pavage et procédé d'étalonnage de hauteur de table lisseuse de pavage |
WO2022037764A1 (fr) | 2020-08-18 | 2022-02-24 | Moba Mobile Automation Ag | Système de mesure pour un engin de construction routière |
CN112267358A (zh) * | 2020-10-16 | 2021-01-26 | 温州融宸科技有限公司 | 一种道路桥梁铺设装置 |
DE102022115776A1 (de) | 2022-06-24 | 2024-01-04 | Dynapac Gmbh | Verfahren zur Herstellung eines Straßenbelags |
Family Cites Families (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1784966A1 (de) * | 1966-02-10 | 1972-01-20 | Anson Howard George | Hoehentastgeraet zur Ermittlung und Steuerung der Hoehenlage einer Arbeitsflaeche |
DE7825963U1 (de) * | 1978-09-01 | 1979-01-18 | Grimm, Willi J., 7090 Ellwangen | Vorrichtung zum einstellen und messen der einbaudicke und des einbauvolumens von strassenbelaegen |
DE2838123A1 (de) * | 1978-09-01 | 1980-03-13 | Willi J Grimm | Vorrichtung zum einstellen und messen der einbaudicke und des einbauvolumens von strassenbelaegen |
DE3124363A1 (de) * | 1981-06-20 | 1982-12-30 | Maschinenfabrik Klaus-Gerd Hoes GmbH & Co. KG, 2906 Wardenburg | Verfahren und vorrichtung zur korrektur des anstellwinkels von breitenverstellbaren strassenfertigerbohlen |
AU559661B2 (en) * | 1983-04-21 | 1987-03-19 | Engineering Innovation Ltd. | Improved paving machine |
DE3535362C1 (de) * | 1985-10-03 | 1987-03-26 | Voegele Ag J | Verfahren und Vorrichtung zur Hoehenregulierung einer Nivellierungsbohle |
JPS63272803A (ja) * | 1987-04-30 | 1988-11-10 | 株式会社新潟鐵工所 | 敷き均し機械における舗装厚測定装置 |
DD269186A1 (de) * | 1987-12-11 | 1989-06-21 | Baumaschinen Gatersleben Veb | Steuerschaltung fuer einbauaggregat an deckenfertiger |
US4933853A (en) * | 1988-09-28 | 1990-06-12 | Raytheon Company | Ultrasonic grade and auger control |
DE3909583A1 (de) * | 1989-03-23 | 1990-10-18 | Abg Werke Gmbh | Strassenfertiger |
-
1990
- 1990-12-14 DE DE4040027A patent/DE4040027A1/de not_active Ceased
-
1991
- 1991-11-11 AT AT91119158T patent/ATE118049T1/de not_active IP Right Cessation
- 1991-11-11 EP EP91119158A patent/EP0495171B1/fr not_active Expired - Lifetime
- 1991-11-11 ES ES91119158T patent/ES2069177T3/es not_active Expired - Lifetime
- 1991-11-11 DE DE59104492T patent/DE59104492D1/de not_active Expired - Fee Related
- 1991-12-13 JP JP3330494A patent/JP2554810B2/ja not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US8843280B2 (en) | 2010-07-09 | 2014-09-23 | Joseph Vogele Ag | Construction machine with operating mode control |
EP2921588B1 (fr) | 2014-03-18 | 2016-12-14 | MOBA - Mobile Automation AG | Finisseuse de route dotée d'un dispositif de détection de l'épaisseur de couche et procédé de détection de l'épaisseur d'une couche de matériau déposée |
EP3048199B1 (fr) | 2014-03-18 | 2017-03-29 | MOBA Mobile Automation AG | Finisseuse de route dotee d'un dispositif de detection de l'epaisseur de couche et procede de detection de l'epaisseur d'une couche de materiau installee |
Also Published As
Publication number | Publication date |
---|---|
JP2554810B2 (ja) | 1996-11-20 |
JPH04285202A (ja) | 1992-10-09 |
DE59104492D1 (de) | 1995-03-16 |
ATE118049T1 (de) | 1995-02-15 |
EP0495171A1 (fr) | 1992-07-22 |
DE4040027A1 (de) | 1992-06-17 |
ES2069177T3 (es) | 1995-05-01 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP2927372B1 (fr) | Engin automobile et procédé de commande d'un engin automobile | |
EP2025811B1 (fr) | Procédé pour l'application d'une couche de revêtement et finisseuse pour exécuter ce procédé | |
DE19836269C1 (de) | Straßenfertiger | |
DE112009001767B4 (de) | Straßenfertigungsmaschinen-Steuerung und Verfahren | |
EP3739122B1 (fr) | Finisseuse de route et procédé de détermination de l'épaisseur de couche de route | |
EP3498914B1 (fr) | Ajustement de réglage de cylindre à niveler dans une finisseuse de route | |
DE69404986T2 (de) | Gleichmässige verdichtung von asphalt beton | |
EP0495171B1 (fr) | Procédé pour régler l'épaisseur d'une couche à poser avec un finisseur | |
DE102005040326A1 (de) | Ausgabeüberwachungssystem für eine Pflastermaschine | |
DE112016000713B4 (de) | Auto-Kalibrierung eines automatischen Nivelliersteuersystems in einer Arbeitsmaschine | |
EP0814199A2 (fr) | Procédé pour la pose d'un mélange asphaltique | |
EP0388819A1 (fr) | Finisseuse pour route | |
DE102017002225A1 (de) | Straßenfertiger mit Steuereinheit zur Bestimmung des Gewichts und/oder der Schwerpunktlage und/oder der Breite der Bohle und Verfahren | |
DE102016001793A1 (de) | Verringerung von Übergangsmarkierungen bei Fertigermaschinen | |
EP2325393A1 (fr) | Procédé et finisseuse de route pour la fabrication d'un revêtement de route | |
EP3892777B1 (fr) | Finisseuse de route et procédé à commande de profil transversal | |
EP1179636B1 (fr) | Finisseuse et procédé de pavage | |
CH488863A (de) | Vorrichtung zur stufenlosen Verstellung der Arbeitsbreite von Strassenfertigern für den Bau von Schwarzdecken und Betonbelägen | |
DE2823727A1 (de) | Verfahren zum einbauen von strassenbaumaterial mit einem eine in den arbeitsbreiten verstellbare glaettbohle aufweisenden strassenfertiger und glaettbohle zur durchfuehrung des verfahrens | |
DE3823917A1 (de) | Fertiger fuer grosse arbeitsbreiten und hohe einbauleistungen fuer den asphalt- und betonstrassenbau | |
DE9211854U1 (de) | Deckenfertiger | |
DE3124363A1 (de) | Verfahren und vorrichtung zur korrektur des anstellwinkels von breitenverstellbaren strassenfertigerbohlen | |
DE20010498U1 (de) | Straßenfertiger | |
CH693638A5 (de) | Einrichtung zur Herstellung einer planen Fläche einer Schicht aus schüttfähigem Baustoff. | |
DE60020180T2 (de) | Vibrierende Strassendeckenfertiger für Asphalt |
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 CH DE ES FR GB IT LI |
|
17P | Request for examination filed |
Effective date: 19920827 |
|
17Q | First examination report despatched |
Effective date: 19930803 |
|
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 ES FR GB IT LI |
|
REF | Corresponds to: |
Ref document number: 118049 Country of ref document: AT Date of ref document: 19950215 Kind code of ref document: T |
|
GBT | Gb: translation of ep patent filed (gb section 77(6)(a)/1977) |
Effective date: 19950127 |
|
ET | Fr: translation filed | ||
REF | Corresponds to: |
Ref document number: 59104492 Country of ref document: DE Date of ref document: 19950316 |
|
ITF | It: translation for a ep patent filed |
Owner name: BUGNION S.P.A. |
|
REG | Reference to a national code |
Ref country code: ES Ref legal event code: FG2A Ref document number: 2069177 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 | ||
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: ES Payment date: 20001117 Year of fee payment: 10 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: AT Payment date: 20001122 Year of fee payment: 10 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: CH Payment date: 20001128 Year of fee payment: 10 |
|
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: 20011111 |
|
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: 20011112 |
|
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: 20011130 Ref country code: CH Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20011130 |
|
REG | Reference to a national code |
Ref country code: GB Ref legal event code: IF02 |
|
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: GB Payment date: 20021021 Year of fee payment: 12 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: FR Payment date: 20021119 Year of fee payment: 12 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 20021227 Year of fee payment: 12 |
|
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: 20031111 |
|
REG | Reference to a national code |
Ref country code: ES Ref legal event code: FD2A Effective date: 20021213 |
|
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: 20040602 |
|
GBPC | Gb: european patent ceased through non-payment of renewal fee |
Effective date: 20031111 |
|
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: 20040730 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: ST |
|
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: 20051111 |