EP0141117A1 - Rock and gravel drilling method and rock-drill therefor - Google Patents
Rock and gravel drilling method and rock-drill therefor Download PDFInfo
- Publication number
- EP0141117A1 EP0141117A1 EP84110110A EP84110110A EP0141117A1 EP 0141117 A1 EP0141117 A1 EP 0141117A1 EP 84110110 A EP84110110 A EP 84110110A EP 84110110 A EP84110110 A EP 84110110A EP 0141117 A1 EP0141117 A1 EP 0141117A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- preferably according
- rock
- nozzle
- drilling
- drill
- 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
- 238000005553 drilling Methods 0.000 title claims abstract description 22
- 239000011435 rock Substances 0.000 title claims abstract description 12
- 238000000034 method Methods 0.000 title claims abstract description 9
- 239000002689 soil Substances 0.000 claims abstract description 6
- 238000011010 flushing procedure Methods 0.000 claims description 11
- 238000005520 cutting process Methods 0.000 claims description 4
- 239000000428 dust Substances 0.000 claims 1
- 239000000463 material Substances 0.000 description 5
- 210000002445 nipple Anatomy 0.000 description 2
- 230000001133 acceleration Effects 0.000 description 1
- 238000007664 blowing Methods 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000001046 rapid expansion of supercritical solution Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B21/00—Methods or apparatus for flushing boreholes, e.g. by use of exhaust air from motor
- E21B21/16—Methods or apparatus for flushing boreholes, e.g. by use of exhaust air from motor using gaseous fluids
Definitions
- the present invention relates to a method for drilling rock and gravel soils, in which the cuttings are conveyed out of the borehole by means of compressed air, and to a flushing device for rock and gravel bores.
- the present invention aims to provide a method which overcomes these disadvantages and the realization of a flushing device for rock and gravel bores, which allows large specific drilling to achieve performance, effortlessly drill larger drilling depths of a few 10 m, and which also allows larger grains, for example 20 mm in diameter, to be pneumatically extracted from the borehole.
- the flushing device with which such a method can be carried out, is characterized by means for generating an air flow which is directed in the opposite direction to the drilling feed and which flows around the drilling rod at least approximately in an annular manner.
- An attachment 1 for a rock or gravel hammer drill is provided at both ends with a screw nipple 3 or 4, which are welded into a jacket 9.
- An annular nozzle 10 is formed on the jacket 9 and is fed via four feed bores 11 of a central compressed air bore 7.
- the compressed air bore 7 passes through the two screw nipples 3 and 4 and the middle part 6 holding them.
- the feed bores 11 are kinked and form a catch pocket 13.
- the ring nozzle 10 which blows out against the drilling direction, has an inner nozzle jacket 14 with a part 15 that widens upwards.
- the outer limitation of the ring nozzle 10 takes place by means of an outer nozzle jacket 17 at the end the narrowest area of this compressed air system is designed as a nozzle mouth 18. It runs m.a.W. the nozzle chamber 19 together against the nozzle mouth 18, so that the nozzle chamber 19 forms an actual pressure chamber.
- a flushing device is provided in the attachment 1, e.g. placed on a hammer.
- the central compressed air bore 7 supplies the sink hammer with the compressed air required for impact drilling, as is known per se.
- catch pockets is extremely important, so that when the compressed air is turned off, not fine drill material, in particular when a vacuum is formed, flows into the nozzle mouth or the nozzle chamber 19. and through the feed bores 11 into the central compressed air bore 7, because this would expose the lowering hammer underneath to rapid wear. The risk of nozzle clogging would also be significantly increased.
- a special attachment 1 is shown for existing plunge hammers.
- the gap width of the ring nozzles 10 used can be chosen between 0.2 and 1 mm, preferably in the range from 0.3 to 0.6 mm. Power is supplied through at least four feed holes 1 with a 5 mm diameter. Since a nozzle chamber 19 with pressure build-up is provided, the only requirement is that the total through-section of the feed bores 11 is considerably larger than the outlet cross-section of the nozzle mouth 18.
- the drill rods can be provided with several flushing inserts or inserts 1 for large drilling depths.
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- Mining & Mineral Resources (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Earth Drilling (AREA)
- Drilling And Exploitation, And Mining Machines And Methods (AREA)
Abstract
Description
Die vorliegende Erfindung betrifft ein Verfahren zum Bohren von Gesteins- und Kiesböden, bei dem man den Bohrklein mittels Druckluft aus dem Bohrloch fördert sowie eine Spüleinrichtung für Gesteins- und Kiesbohrer.The present invention relates to a method for drilling rock and gravel soils, in which the cuttings are conveyed out of the borehole by means of compressed air, and to a flushing device for rock and gravel bores.
Es ist bekannt, beim Bohren von Gesteins- und Kiesböden das anfallende Bohrgut, den sog. Bohrklein, mittels Druckluft aus dem Bohrloch zu fördern.Zu diesem Zwecke wurde bisher aus zwei relativ kleinen Blasöffnungen entgegen der Bohrrichtung mit einer starken seitlichen Komponente Druckluft aus dem Bohrgestänge ausgeblasen. Dieses Vorgehen hat den Nachteil, dass die seitliche Komponente, insbesondere in Kiesböden, dazu neigt, gegenüber den beiden Düsen liegende Aushöhlungen freizulegen. Dies behindert nicht nur den Fördervorgang, sondern kann zusätzliches Gesteinsmaterial in den Bohrschacht bringen, was unerwünscht ist. Auch genügt diese Austragung nicht,grössere Körner, z.B. in Zentimetergrösse, zu fördern. Mit diesem Verfahren gelingt es kaum, insbesondere in kiesigem Boden, Bohrlöcher von über 10 m Tiefe zu bohren. Dieser Nachteil bringt es mit sich, dass gewisse Kiesgruben nicht mehr abbaubar wurden, und dass insbesondere zum Erstellen tieferer Bohrlöcher in gewissen Gesteinen ganz einfach die Mittel fehlten.When drilling rock and gravel soils, it is known to extract the drilling material, the so-called cuttings, from the borehole by means of compressed air. For this purpose, two relatively small blowing openings against the direction of drilling have been used to produce compressed air from the drill pipe with a strong lateral component blown out. This procedure has the disadvantage that the lateral component, particularly in gravel soils, tends to expose hollows lying opposite the two nozzles. This not only hinders the production process, but can also bring additional rock material into the well, which is undesirable. This discharge is also not sufficient, larger grains, e.g. in centimeters, to promote. With this method, it is hardly possible to drill holes of more than 10 m depth, especially in gravelly soil. This disadvantage means that certain gravel pits could no longer be mined and that there was simply no means to dig deeper holes in certain rocks.
Die vorliegende Erfindung bezweckt die Schaffung eines Verfahrens, welches diese Nachteile umgeht und die Verwirklichung einer Spüleinrichtung für Gesteins- und Kiesbohrer, welche erlaubt, grosse spezifische Bohrleistungen zu erreichen, mühelos grössere Bohrtiefen von einigen 10 m zu bohren, und welche gestattet, auch grössere Körner von beispielsweise 20 mm Durchmesser pneumatisch aus dem Bohrloch zu fördern.The present invention aims to provide a method which overcomes these disadvantages and the realization of a flushing device for rock and gravel bores, which allows large specific drilling to achieve performance, effortlessly drill larger drilling depths of a few 10 m, and which also allows larger grains, for example 20 mm in diameter, to be pneumatically extracted from the borehole.
Diese Aufgabe löst das erfindungsgemässe Verfahren, das sich dadurch auszeichnet, dass man das Bohrgestänge mittels Druckluft durch einen ringförmigen Luftstrahl ummantelt, um das Bohrgut pneumatisch nach oben zu fördern.This object is achieved by the method according to the invention, which is characterized in that the drill pipe is encased by compressed air through an annular air jet in order to pneumatically convey the drill material upwards.
Die Spüleinrichtung, mit welcher ein derartiges Verfahren durchgeführt werden kann, kennzeichnet sich durch Mittel zum Erzeugen einer dem Bohrvorschub entgegengesetzt gerichteten Luftströmung, welche die Bohrstange mindestens annähernd ringförmig beströmt.The flushing device, with which such a method can be carried out, is characterized by means for generating an air flow which is directed in the opposite direction to the drilling feed and which flows around the drilling rod at least approximately in an annular manner.
Die Erfindung wird anschliessend beispielsweise anhand einer Figur erläutert, welche einen Längsschnitt durch eine derartige Spüleinrichtung in rein schematischer Weise darstellt.The invention is subsequently explained, for example, with reference to a figure, which represents a longitudinal section through such a flushing device in a purely schematic manner.
Ein Aufsatz 1 für einen Gesteins- bzw. Kiesbohrhammer ist an beiden Enden mit je einem Schraubnippel 3 bzw. 4 versehen, welche in einen Mantel 9 eingeschweisst sind. Am Mantel 9 ist eine Ringdüse 10 gebildet, welche über vier Zuspeisebohrungen 11 einer mittigen Druckluftbohrung 7 gespiesen werden. Die Druckluftbohrung 7 durchsetzt die beiden Schraubnippel 3 und 4 sowie den sie haltenden Mittelteil 6.An
Die Zuspeisebohrungen 11 sind geknickt und bilden eine Fangtasche 13. Die entgegen der Bohrrichtung ausblasende Ringdüse 10 weist einen inneren Düsenmantel 14 auf, mit einem sich nach oben erweiternden Teil 15. Die äussere Begrenzung der Ringdüse 10 erfolgt mittels eines äusseren Düsenmantels 17, an dessen Ende der engste Bereich dieses Druckluftsystems als Düsenmund 18 ausgebildet ist. Es läuft m.a.W. die Düsenkammer 19 gegen den Düsenmund 18 zusammen, so dass die Düsenkammer 19 eine eigentliche Druckkammer bildet. Im Betrieb wird eine derartige Spüleinrichtung inform des Aufsatzes 1, z.B. auf einen Senkhammer aufgesetzt. Die mittige Druckluftbohrung 7 versorgt den Senkhammer mit der zum Schlagbohren nötigen Druckluft, wie dies an und für sich bekannt ist. Während des Betriebes wird der Druckluftbohrung 7 durch vier Zuspeisebohrungen 11 Druckluft entnommen und damit die Düsenkammer 1.9 mit Druckluft aufgeladen, welche, sich beschleunigend,durch den ringförmigen Düsenmund 18 entweicht und damit den sich erweiternden Teil 15 des Mantels 9 ringförmig umspühlt. Die Austrittsgeschwindigkeit ist sehr gross, da das Druckverhältnis über dem kritischen liegt. Es kann m.a.W. theoretisch Schallgeschwindigkeit der austretenden Luft erreicht werden. Dadurch, dass die Hauptströmungsrichtung eindeutig in Richtung der Bohrstangenachse nach oben führt, ist ein seitliches Auswaschen der Bohrwände nicht möglich, und ein Fördern recht grosser Teile von einigen cm gegeben. So werden kugelige Steine von 20 mm Durchmesser mühelos auf einige 10 m Bohrlochtiefe nach oben gefördert.The
Es ist natürlich auch möglich, anstelle der dargestellten Ringdüse eine oder mehrere eng aneinanderliegende Lochreihen auf dem Umfang des Mantels 9 anzuordnen, auf welche Weise ebenfalls eine ringförmige Verteilung der pneumatischen Förderluft erreicht werden kann. Es ist auch möglich, grundsätzlich diese Oeffnungen oder die Ringdüse lavalförmig zu konzipieren, um nach Erreichen von Schallgeschwindigkeit im engsten Querschnitt die Luft auf Ueberschallgeschwindigkeit zu beschleunigen.It is of course also possible to arrange one or more rows of holes close to one another on the circumference of the
Das Anordnen von Fangtaschen ist ausserordentlich wichtig, damit bei abgestellter Druckluft nicht feines Bohrgut, insbesondere bei Unterdruckbildung, in den Düsenmund bzw. die Düsenkammer 19 fliesst. und durch die Zuspeisebohrungen 11 in die mittige Druckluftbohrung 7 gelangt, denn dadurch würde der darunter liegende Senkhammer einem raschen Verschleiss ausgesetzt. Auch wäre die Gefahr der Verstopfung der Düsen wesentlich vergrössert.The arrangement of catch pockets is extremely important, so that when the compressed air is turned off, not fine drill material, in particular when a vacuum is formed, flows into the nozzle mouth or the
Im erläuterten Beispiel ist ein besonderer Aufsatz 1 für bestehende Senkhämmer dargestellt. Grundsätzlich ist es aber auch möglich, die Ringdüse 10 oder gegebenenfalls einzelne ringförmig angeordnete Düsenlöcher unmittelbar nach der Bohrkrone anzuordnen, um damit das Bohrloch kontinuierlich und unverzüglich nach dem Ausbrechen des Gesteins vom Bohrgut zu befreien und damit nicht nur die Bohrleistung optimal zu gestalten, sondern auch einen entsprechenden Vorschub beim Bohren sicherzustellen.In the illustrated example, a
Es hat sich gezeigt, dass bei einem Förderdruck von beispielsweise 7 bar, je nach Grösse der Bohrkrone variierend, für eine Bohrkrone von 76 mm Durchmesser ca. 5 m Press- luft/min gebraucht werden. Es ist aber auch möglich, je nach Grund, mit zwei bis drei m3/min zu fahren. Entsprechend andere Pressluftmengen, nämlich ungefähr mit dem Bohrkronendurchmesser quadratisch steigend, verlangen grössere Bohrkronen. Die Spaltbreite von verwendeten Ringdüsen 10 kann zwischen 0,2 und einem mm gewählt werden, vorzugsweise im Bereich von 0,3 bis 0,6 mm liegend. Die Speisung erfolgt durch mindestens vier Zuspeisebohrungen 1 mit 5 mm Durchmesser. Da eine Düsenkammer 19 mit Druckaufbau vorgesehen ist, liegt die einzige Bedingung darin, dass der Gesamtdurchgangsquerschnitt der Zuspeisebohrungen 11 wesentlich grösser ist als der Austrittsquerschnitt des Düsenmundes 18.It has been found that with a feed pressure of, for example, 7 bar, depending on the size of the drill bit varying, for a drill bit of diameter 76 mm approx 5 m P RESS air / min are used. But it is also possible, depending on the reason, to drive at two to three m 3 / min. Correspondingly different amounts of compressed air, namely increasing roughly with the drill bit diameter, require larger drill bits. The gap width of the
Da die Zeichnung im Masstab 5:7 dargestellt ist, lassen sich dieser weitere Ausführungsmasse entnehmen. Zwecks stufenweiser Beschleunigung können bei grossen Bohrtiefen-die Bohrgestänge mit mehreren Spülauf- bzw. -einsätzen 1 versehen werden.Since the drawing is shown on a scale of 5: 7, this additional execution dimensions can be found. For step-by-step acceleration, the drill rods can be provided with several flushing inserts or inserts 1 for large drilling depths.
Claims (8)
Spüleinrichtung, vorzugsweise nach mindestens einem der Ansprüche, dädurch gekennzeichnet, dass die Mittel mindestens eine Ringdüse (10) umfassen.2. Flushing device for rock and gravel bores, preferably according to at least one of the claims, characterized by means (10) for generating an air flow which is directed in the opposite direction to the drilling feed and which flows at least approximately in an annular manner through the boring bar (6).
Rinsing device, preferably according to at least one of the claims, characterized in that the means comprise at least one ring nozzle (10).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT84110110T ATE35640T1 (en) | 1983-08-31 | 1984-08-24 | METHOD OF DRILLING ROCK AND GRAVEL SOILS AND ROCK DRILLS FOR CARRYING OUT THE METHOD. |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CH4766/83 | 1983-08-31 | ||
CH476683 | 1983-08-31 |
Publications (3)
Publication Number | Publication Date |
---|---|
EP0141117A1 true EP0141117A1 (en) | 1985-05-15 |
EP0141117B1 EP0141117B1 (en) | 1988-07-13 |
EP0141117B2 EP0141117B2 (en) | 1993-09-22 |
Family
ID=4282155
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP84110110A Expired - Lifetime EP0141117B2 (en) | 1983-08-31 | 1984-08-24 | Rock and gravel drilling method and rock-drill therefor |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP0141117B2 (en) |
AT (1) | ATE35640T1 (en) |
DE (1) | DE3472641D1 (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1149979A1 (en) * | 2000-04-29 | 2001-10-31 | Western Atlas International, Inc. | Portable seismic shothole drilling system |
CN101265786B (en) * | 2008-04-24 | 2012-04-25 | 西南石油大学 | Gas drilling rock carrying tool |
US8277645B2 (en) | 2008-12-17 | 2012-10-02 | Jarvis Jr Ernest | Automatic retractable screen system for storm drain inlets |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110919544B (en) * | 2019-12-18 | 2021-01-05 | 重庆市星极齿轮有限责任公司 | Grinding machine with automatic sealing function |
Citations (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE253290C (en) * | ||||
DE306297C (en) * | ||||
DE528577C (en) * | 1929-07-13 | 1932-01-28 | Karl Brunzel Dr | Dust removal when drilling with compressed air |
US2867140A (en) * | 1955-12-15 | 1959-01-06 | Metal Cutting Tools Inc | Core drill |
US3011571A (en) | 1961-01-23 | 1961-12-05 | Bree Oscar L De | Self cleaning rock drill bit |
GB1071418A (en) * | 1963-08-19 | 1967-06-07 | P & V Mining & Engineering Ltd | Improvements in rock-drilling tools |
DE1552463A1 (en) * | 1966-09-15 | 1970-07-23 | Tiefbohr Technik Gmbh | Single-lip bur |
DE1652700A1 (en) * | 1968-01-17 | 1971-11-25 | Alfred Loch Maschinen U Appbau | Deep drilling machine for machining metallic workpieces |
US4083417A (en) | 1976-11-12 | 1978-04-11 | Arnold James F | Jetting apparatus |
FR2388624A1 (en) * | 1977-04-25 | 1978-11-24 | Cri Dan | TUBE BORING DEVICE WITH REFRIGERANT LIQUID INJECTION |
-
1984
- 1984-08-24 AT AT84110110T patent/ATE35640T1/en not_active IP Right Cessation
- 1984-08-24 DE DE8484110110T patent/DE3472641D1/en not_active Expired
- 1984-08-24 EP EP84110110A patent/EP0141117B2/en not_active Expired - Lifetime
Patent Citations (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE253290C (en) * | ||||
DE306297C (en) * | ||||
DE528577C (en) * | 1929-07-13 | 1932-01-28 | Karl Brunzel Dr | Dust removal when drilling with compressed air |
US2867140A (en) * | 1955-12-15 | 1959-01-06 | Metal Cutting Tools Inc | Core drill |
US3011571A (en) | 1961-01-23 | 1961-12-05 | Bree Oscar L De | Self cleaning rock drill bit |
GB1071418A (en) * | 1963-08-19 | 1967-06-07 | P & V Mining & Engineering Ltd | Improvements in rock-drilling tools |
DE1552463A1 (en) * | 1966-09-15 | 1970-07-23 | Tiefbohr Technik Gmbh | Single-lip bur |
DE1652700A1 (en) * | 1968-01-17 | 1971-11-25 | Alfred Loch Maschinen U Appbau | Deep drilling machine for machining metallic workpieces |
US4083417A (en) | 1976-11-12 | 1978-04-11 | Arnold James F | Jetting apparatus |
FR2388624A1 (en) * | 1977-04-25 | 1978-11-24 | Cri Dan | TUBE BORING DEVICE WITH REFRIGERANT LIQUID INJECTION |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1149979A1 (en) * | 2000-04-29 | 2001-10-31 | Western Atlas International, Inc. | Portable seismic shothole drilling system |
US6540034B1 (en) | 2000-04-29 | 2003-04-01 | Westerngeco L.L.C. | Portable seismic shothole drilling system |
CN101265786B (en) * | 2008-04-24 | 2012-04-25 | 西南石油大学 | Gas drilling rock carrying tool |
US8277645B2 (en) | 2008-12-17 | 2012-10-02 | Jarvis Jr Ernest | Automatic retractable screen system for storm drain inlets |
Also Published As
Publication number | Publication date |
---|---|
EP0141117B2 (en) | 1993-09-22 |
ATE35640T1 (en) | 1988-07-15 |
DE3472641D1 (en) | 1988-08-18 |
EP0141117B1 (en) | 1988-07-13 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
DE2928445C2 (en) | Drilling tool with a ring-shaped cutting edge | |
DE2802869C2 (en) | Rock drilling tool with a housing that can be set in rotation via a tool carrier | |
EP1731708A1 (en) | Sledgehammer drilling apparatus and method | |
DE4433533C1 (en) | Hydraulic ram=type drill | |
EP0578034B1 (en) | Method and device for drilling an earth borehole | |
DE1301783B (en) | Hydraulic jet drill head | |
EP0141117B1 (en) | Rock and gravel drilling method and rock-drill therefor | |
EP0909362A1 (en) | Boring tool for reverse circulation | |
DE2063567C3 (en) | Device for widening a pre-borehole produced by the displacement and compaction of soil | |
DE2343080A1 (en) | DRILLING METHOD AND DEVICE FOR ITS IMPLEMENTATION | |
DE2342288C2 (en) | Hydraulic shredding device for core drilling tools | |
DE2758385C3 (en) | Impact drilling device for large holes | |
EP0334806B1 (en) | Rock core bit | |
DE3610015C2 (en) | ||
WO1993006332A1 (en) | Rock-drilling bit | |
EP1092836A2 (en) | Boring device with a cutting wheel having high pressure nozzles | |
DE2226367C3 (en) | Crushing device for solids | |
DE19538215B4 (en) | Pipe renewal facility | |
DE2641475A1 (en) | METHOD AND DEVICE FOR BREAKING HARD MATERIAL, SUCH AS E. ROCK | |
EP0799966A2 (en) | Drill bit for percussive drilling | |
DE19718527C2 (en) | Device for expanding an earth borehole | |
DE2846022A1 (en) | STONE DRILLING SYSTEM | |
DE3915538A1 (en) | Rotary hard-rock drill - has eccentrically-mounted hammer in housing with milling teeth on bottom edge | |
DE2525905A1 (en) | DRILL HEAD WITH BUTTON-LIKE CUTTING ELEMENTS FOR ROCK DRILLS IN CONNECTION WITH AN UNDERGROUND DRILL HAMMER WITH LATERAL FLUSHING | |
DE19538037A1 (en) | Mechanism for renewing or producing pipes with borer for drilling old pipes or virgin soil |
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: 19840824 |
|
AK | Designated contracting states |
Designated state(s): AT BE CH DE FR GB IT LI LU NL SE |
|
17Q | First examination report despatched |
Effective date: 19870126 |
|
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 FR GB IT LI LU NL SE |
|
REF | Corresponds to: |
Ref document number: 35640 Country of ref document: AT Date of ref document: 19880715 Kind code of ref document: T |
|
ITF | It: translation for a ep patent filed |
Owner name: STUDIO INGG. FISCHETTI & WEBER |
|
GBT | Gb: translation of ep patent filed (gb section 77(6)(a)/1977) | ||
REF | Corresponds to: |
Ref document number: 3472641 Country of ref document: DE Date of ref document: 19880818 |
|
ET | Fr: translation filed | ||
PLBI | Opposition filed |
Free format text: ORIGINAL CODE: 0009260 |
|
26 | Opposition filed |
Opponent name: OY TAMPELLA AB Effective date: 19890413 |
|
NLR1 | Nl: opposition has been filed with the epo |
Opponent name: OY TAMPELLA AB |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: LU Payment date: 19910725 Year of fee payment: 8 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: BE Payment date: 19910731 Year of fee payment: 8 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: NL Payment date: 19910831 Year of fee payment: 8 |
|
EPTA | Lu: last paid annual fee | ||
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: 19920824 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: BE Effective date: 19920831 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: GB Payment date: 19921221 Year of fee payment: 9 |
|
BERE | Be: lapsed |
Owner name: SCHWARZ GUNTER Effective date: 19920831 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: NL Effective date: 19930301 |
|
NLV4 | Nl: lapsed or anulled due to non-payment of the annual fee | ||
ITF | It: translation for a ep patent filed |
Owner name: STUDIO INGG. FISCHETTI & WEBER |
|
PUAH | Patent maintained in amended form |
Free format text: ORIGINAL CODE: 0009272 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: PATENT MAINTAINED AS AMENDED |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: SE Payment date: 19930819 Year of fee payment: 10 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: GB Effective date: 19930824 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: FR Payment date: 19930825 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: 19930826 Year of fee payment: 10 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 19930830 Year of fee payment: 10 |
|
ITTA | It: last paid annual fee | ||
27A | Patent maintained in amended form |
Effective date: 19930922 |
|
AK | Designated contracting states |
Kind code of ref document: B2 Designated state(s): AT BE CH DE FR GB IT LI LU NL SE |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: AEN |
|
GBTA | Gb: translation of amended ep patent filed (gb section 77(6)(b)/1977) |
Effective date: 19931013 |
|
ET3 | Fr: translation filed ** decision concerning opposition | ||
GBPC | Gb: european patent ceased through non-payment of renewal fee |
Effective date: 19930824 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: AT Effective date: 19940824 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SE Effective date: 19940825 |
|
EAL | Se: european patent in force in sweden |
Ref document number: 84110110.8 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: FR Effective date: 19950428 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: DE Effective date: 19950503 |
|
EUG | Se: european patent has lapsed |
Ref document number: 84110110.8 |
|
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: CH Payment date: 19960105 Year of fee payment: 12 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LI Effective date: 19960831 Ref country code: CH Effective date: 19960831 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |