EP0340185B1 - Production method for a concrete pillar or beam - Google Patents
Production method for a concrete pillar or beam Download PDFInfo
- Publication number
- EP0340185B1 EP0340185B1 EP89850109A EP89850109A EP0340185B1 EP 0340185 B1 EP0340185 B1 EP 0340185B1 EP 89850109 A EP89850109 A EP 89850109A EP 89850109 A EP89850109 A EP 89850109A EP 0340185 B1 EP0340185 B1 EP 0340185B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- pillar
- mold
- concrete
- surfacing
- disc
- 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
- 239000004567 concrete Substances 0.000 title claims abstract description 24
- 238000004519 manufacturing process Methods 0.000 title claims abstract description 14
- 238000000034 method Methods 0.000 claims abstract description 8
- 239000000203 mixture Substances 0.000 claims abstract description 8
- 239000000463 material Substances 0.000 claims description 4
- 238000005507 spraying Methods 0.000 claims description 4
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 239000007921 spray Substances 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 239000004033 plastic Substances 0.000 claims description 2
- 238000004804 winding Methods 0.000 claims description 2
- 238000010276 construction Methods 0.000 description 3
- 239000004744 fabric Substances 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 239000002985 plastic film Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000011378 shotcrete Substances 0.000 description 1
Images
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B1/00—Producing shaped prefabricated articles from the material
- B28B1/30—Producing shaped prefabricated articles from the material by applying the material on to a core or other moulding surface to form a layer thereon
- B28B1/32—Producing shaped prefabricated articles from the material by applying the material on to a core or other moulding surface to form a layer thereon by projecting, e.g. spraying
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B11/00—Apparatus or processes for treating or working the shaped or preshaped articles
- B28B11/08—Apparatus or processes for treating or working the shaped or preshaped articles for reshaping the surface, e.g. smoothing, roughening, corrugating, making screw-threads
- B28B11/0845—Apparatus or processes for treating or working the shaped or preshaped articles for reshaping the surface, e.g. smoothing, roughening, corrugating, making screw-threads for smoothing
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B21/00—Methods or machines specially adapted for the production of tubular articles
- B28B21/42—Methods or machines specially adapted for the production of tubular articles by shaping on or against mandrels or like moulding surfaces
- B28B21/44—Methods or machines specially adapted for the production of tubular articles by shaping on or against mandrels or like moulding surfaces by projecting, e.g. spraying
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B21/00—Methods or machines specially adapted for the production of tubular articles
- B28B21/92—Methods or apparatus for treating or reshaping
- B28B21/96—Methods or apparatus for treating or reshaping for smoothing, roughening, corrugating or for removing burr
Definitions
- the present invention concerns a production method for fabricating a concrete pillar or beam, according to which method the concrete mix is sprayed against the wall of a mold having a predetermined shape, after which the concrete surface is smoothed by levelling.
- AU-A-474397 refers to an apparatus for trueing concrete-clad pipes having a rotary brush arranged with its rotational axis substantially parallel to the axis of the pipe body.
- the apparatus according to this reference can not produce a carefully levelled surface if the outer cross-section of the pipe body is not circular, as the surface of the trueing brush facing the pipe body surface has its rounded envelope surface in contact with the pipe body surface.
- the method in accordance with the invention is characterized in that the concrete surface is levelled with the help of a surfacing disc, rotatable about an axis being substantially perpendicular to the longitudinal direction of the pillar or beam, whereby the pillar or beam is rotated through equal fractions of 360° or indexed so as to place on side of the pillar or beam at a time facing the surfacing disc so that the pillar or beam achieves a section of a square, rectangle, pentagon, hexagon, or a similar form.
- pillar constructions with an appealing look are achieved that are readily transferrable and transportable by virtue of their hollow-core construction.
- the concrete pillar has a hollow-core structure, its compressive strength will be sufficient for a majority of applications. If necessary, the hollow core can be filled with concrete mix.
- An embodiment of the invention is characterized by having the mold rotatable about its vertical axis and having a positional clamping facility for spraying and surfacing. This approach results in a quick production method for a concrete pillar, which is then transported for curing and hardening after spraying and surfacing.
- Another embodiment of the invention is characterized by having the mold placed in a horizontal rotator, and the rotator is used for turning the beam during production to alternately align three of the four sides of the beam facing the concrete spray gun and the surfacing disc so as to achieve a U-shape cored beam structure.
- This approach results in a cored beam structure, which has a predetermined structural strength and can be, when required, further steel-reinforced and filled with concrete mix at the construction site.
- a further embodiment of the invention is characterized by having the mold structure fabricated by winding plastic material, thin steel sheet or like material over elongated bars positioned so as to achieve a desired shape of the mold.
- the mold structure is further provided with, e.g., reinforcement fabric which offers improved adherence for the sprayed concrete mix prior to the surfacing operation.
- concrete mix is sprayed against the walls of a mold 1, 2, 3, 4, 5 having a predetermined shape, after which the concrete surface is levelled.
- the concrete surface is levelled with the help of a surfacing disc 6 so by way of rotating the pillar or beam so as to place one side of the pillar or beam at a time facing the surfacing disc so that the pillar or beam achieves a desired cross-section.
- the mold is rotatable about its vertical axis and has a positional clamping facility for spraying and surfacing.
- the mold 2 is placed in a horizontally aligned rotator 7, and the rotator is used for turning the beam during production to align three of the four sides of the beam facing the concrete spray gun and the surfacing disc apparatus so as to achieve a U-shaped cored beam structure.
- the cored beam and the mold are removed from the rotator 7 as indicated by arrow 8.
- Illustrated in Figs. 10 and 13 is a method for forming the mold structure using plastic sheet wound over thin bars 9. Bars 10 and wire 11 form a fabric structure, which provides adherence to the concrete mix.
- the mold can be formed from metal sheets 4 shaped as angle profiles.
- the mold is formed of angle steel profiles and elongated metal sheet strips 3.
Landscapes
- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Manufacturing & Machinery (AREA)
- Structural Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Devices For Post-Treatments, Processing, Supply, Discharge, And Other Processes (AREA)
- Preparation Of Compounds By Using Micro-Organisms (AREA)
- Medicines Containing Antibodies Or Antigens For Use As Internal Diagnostic Agents (AREA)
- Heat Treatment Of Strip Materials And Filament Materials (AREA)
- Moulds, Cores, Or Mandrels (AREA)
Abstract
Description
- The present invention concerns a production method for fabricating a concrete pillar or beam, according to which method the concrete mix is sprayed against the wall of a mold having a predetermined shape, after which the concrete surface is smoothed by levelling.
- With reference to Finnish patent applications 872244, (published 22.11.88)(& EP-A-292452, published 23.11.88) and 872245, (published 22.11.88), similar production methods have been previously disclosed for planar wall elements and for cylindrical pillars or beams resp. The aim of the present invention is to achieve advancements in this production method. AU-A-474397 refers to an apparatus for trueing concrete-clad pipes having a rotary brush arranged with its rotational axis substantially parallel to the axis of the pipe body. This means that the apparatus according to this reference can not produce a carefully levelled surface if the outer cross-section of the pipe body is not circular, as the surface of the trueing brush facing the pipe body surface has its rounded envelope surface in contact with the pipe body surface. The method in accordance with the invention is characterized in that the concrete surface is levelled with the help of a surfacing disc, rotatable about an axis being substantially perpendicular to the longitudinal direction of the pillar or beam, whereby the pillar or beam is rotated through equal fractions of 360° or indexed so as to place on side of the pillar or beam at a time facing the surfacing disc so that the pillar or beam achieves a section of a square, rectangle, pentagon, hexagon, or a similar form. Thus, with the help of the invention, pillar constructions with an appealing look are achieved that are readily transferrable and transportable by virtue of their hollow-core construction. Although the concrete pillar has a hollow-core structure, its compressive strength will be sufficient for a majority of applications. If necessary, the hollow core can be filled with concrete mix.
- An embodiment of the invention is caracterized by having the mold rotatable about its vertical axis and having a positional clamping facility for spraying and surfacing. This approach results in a quick production method for a concrete pillar, which is then transported for curing and hardening after spraying and surfacing.
- Another embodiment of the invention is characterized by having the mold placed in a horizontal rotator, and the rotator is used for turning the beam during production to alternately align three of the four sides of the beam facing the concrete spray gun and the surfacing disc so as to achieve a U-shape cored beam structure. This approach results in a cored beam structure, which has a predetermined structural strength and can be, when required, further steel-reinforced and filled with concrete mix at the construction site.
- A further embodiment of the invention is characterized by having the mold structure fabricated by winding plastic material, thin steel sheet or like material over elongated bars positioned so as to achieve a desired shape of the mold. The mold structure is further provided with, e.g., reinforcement fabric which offers improved adherence for the sprayed concrete mix prior to the surfacing operation.
- In the following, the invention will be examined in more detail by means of exemplifying embodiments with reference to the attached drawings, in which
- Figs. 1 and 2
- show a cross-sectional view of a production method for a pillar with hexagonal cross-section.
- Figs. 3...8
- show a production method for a beam structure with U-shaped cross-section.
- Fig. 9
- shows the removal of a ready-cast beam structure from the rotator.
- Figs. 10...12
- show cross-sections of different mold structures.
- Figs. 13...17
- show a production method for a vertically aligned beam.
- According to the production method, concrete mix is sprayed against the walls of a
1, 2, 3, 4, 5 having a predetermined shape, after which the concrete surface is levelled. The concrete surface is levelled with the help of a surfacingmold disc 6 so by way of rotating the pillar or beam so as to place one side of the pillar or beam at a time facing the surfacing disc so that the pillar or beam achieves a desired cross-section. - In accordance with the Figs. 1 and 2 as well as Figs. 13...17, the mold is rotatable about its vertical axis and has a positional clamping facility for spraying and surfacing. In accordance with Figs. 3...9, the
mold 2 is placed in a horizontally alignedrotator 7, and the rotator is used for turning the beam during production to align three of the four sides of the beam facing the concrete spray gun and the surfacing disc apparatus so as to achieve a U-shaped cored beam structure. The cored beam and the mold are removed from therotator 7 as indicated by arrow 8. Illustrated in Figs. 10 and 13 is a method for forming the mold structure using plastic sheet wound overthin bars 9.Bars 10 andwire 11 form a fabric structure, which provides adherence to the concrete mix. - In accordance with Fig. 11, the mold can be formed from metal sheets 4 shaped as angle profiles.
- In accordance with Fig. 12, the mold is formed of angle steel profiles and elongated
metal sheet strips 3.
Claims (4)
- A production method for fabricating a concrete pillar or beam, in which method concrete mix is sprayed against the wall of a mold (1, 2, 3, 4, 5) having a predetermined shape, after which the concrete surface is smoothed by levelling,
characterized in
that the concrete surface is levelled with the help of a surfacing disc (6) rotatable about an axis being substantially perpendicular to the longitudinal direction of the pillar or beam, whereby the pillar or beam is rotated through equal fractions of 360° or indexed so as to place one side of the pillar or beam at a time facing the surfacing disc so that the pillar or beam achieves a section of a square, rectangle, pentagon, hexagon or a similar form. - A method as claimed in claim 1,
characterized in
that the mold (1, 5) is rotatable about its vertical axis and has a positonal clamping facility for spraying and surfacing. - A method as claimed in claim 1,
characterized in
that the mold (2) is placed in a horizontal rotator, and the rotator is used for turning the beam during production to alternately align three of the four sides of the beam facing the concrete spray gun and the surfacing disc so as to achieve a U-shaped cored beam structure. - A method as claimed in anyone of claims 1 to 3,
characterized in
that the mold structure is fabricated by winding plastic material, thin steel sheet or similar material over elongated bars positioned so as to achieve a desired shape of the mold.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| AT89850109T ATE100369T1 (en) | 1988-04-28 | 1989-04-06 | PROCESS FOR MAKING COLUMNS OR BEAM OF CONCRETE. |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| FI881990A FI80400C (en) | 1988-04-28 | 1988-04-28 | Preparation process for concrete pillars or beams |
| FI881990 | 1988-04-28 |
Publications (3)
| Publication Number | Publication Date |
|---|---|
| EP0340185A2 EP0340185A2 (en) | 1989-11-02 |
| EP0340185A3 EP0340185A3 (en) | 1991-07-03 |
| EP0340185B1 true EP0340185B1 (en) | 1994-01-19 |
Family
ID=8526369
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP89850109A Expired - Lifetime EP0340185B1 (en) | 1988-04-28 | 1989-04-06 | Production method for a concrete pillar or beam |
Country Status (6)
| Country | Link |
|---|---|
| EP (1) | EP0340185B1 (en) |
| AT (1) | ATE100369T1 (en) |
| DE (1) | DE68912391T2 (en) |
| ES (1) | ES2050275T3 (en) |
| FI (1) | FI80400C (en) |
| RU (1) | RU1809804C (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110625752A (en) * | 2019-09-25 | 2019-12-31 | 刘敏洁 | Blank trimming and shaping machine and method after ceramic power insulator manufacturing and molding |
Families Citing this family (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FI90842C (en) * | 1990-02-02 | 1994-04-11 | Betemi Oy | Method of manufacturing a concrete pillar |
| FI87747C (en) * | 1990-12-12 | 1993-02-25 | Betemi Oy | FRAMSTAELLNINGSFOERFARANDE AV BETONGPELARE |
| GB2253367A (en) * | 1991-02-07 | 1992-09-09 | Costain Building Prod | The manufacture of reinforced concrete sections |
| FI166U1 (en) * | 1992-02-21 | 1992-07-15 | Betemi Oy | Framstaellningsanordning Foer betongpelare |
| FR2689551B1 (en) * | 1992-04-07 | 1997-03-14 | Georges Harnois | PROCESS FOR PRODUCING CLOSED OR OPEN PREMISES, CONSTITUTING SPACES ANNEXED TO A MAIN HOUSE. |
| DE4422442A1 (en) * | 1994-06-29 | 1996-01-11 | Reymann & Schwoerer Gmbh & Co | Auxiliary device for the production of formwork parts |
| FR2734751B1 (en) * | 1995-06-01 | 1997-08-14 | Mobilier Canaguel Eurl | PROCESS FOR PRODUCING A HELICOIDAL STRUCTURE SUCH AS A COLUMN AND STRUCTURE THUS PRODUCED. |
| DE102020110431A1 (en) * | 2020-04-16 | 2021-10-21 | AEDITIVE GmbH | Manufacturing system for the additive manufacturing of components and processes |
Family Cites Families (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US1552300A (en) * | 1924-11-26 | 1925-09-01 | Harry G Hersey | Weatherproof pole or post |
| GB447357A (en) * | 1935-08-06 | 1936-05-18 | James Duncan Hall | Apparatus for moulding pipes, pillars and other cylindrical forms in plastic materials |
| US2301760A (en) * | 1940-06-28 | 1942-11-10 | Thomas B Sturges | Method for making hollow elongated bodies |
| US2522593A (en) * | 1946-07-29 | 1950-09-19 | William Earl Anderson | Mold for cementitious material |
| FR1369144A (en) * | 1963-09-10 | 1964-08-07 | Pirelli | Hollow body with a closed contour, the outer surface of which is formed of fibers and resins, in particular layers of glass fibers and thermosetting resins, and its manufacturing process |
| FR2282979A1 (en) * | 1974-05-29 | 1976-03-26 | Brunet France Sa | Mfr. of inhabitation units - using retractable mandrel mould with jacks and sliding shutters |
| GB1465521A (en) * | 1975-01-14 | 1977-02-23 | Nat Res Dev | Manufacture of hollow articles |
| FI872244A7 (en) * | 1987-05-21 | 1988-11-22 | Betemi Oy | Concrete element manufacturing method. |
-
1988
- 1988-04-28 FI FI881990A patent/FI80400C/en not_active IP Right Cessation
-
1989
- 1989-04-06 ES ES89850109T patent/ES2050275T3/en not_active Expired - Lifetime
- 1989-04-06 AT AT89850109T patent/ATE100369T1/en not_active IP Right Cessation
- 1989-04-06 EP EP89850109A patent/EP0340185B1/en not_active Expired - Lifetime
- 1989-04-06 DE DE68912391T patent/DE68912391T2/en not_active Expired - Fee Related
- 1989-04-25 RU SU894614006A patent/RU1809804C/en active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110625752A (en) * | 2019-09-25 | 2019-12-31 | 刘敏洁 | Blank trimming and shaping machine and method after ceramic power insulator manufacturing and molding |
| CN110625752B (en) * | 2019-09-25 | 2020-11-24 | 江西省萍乡市爱德电瓷有限公司 | Blank trimming and shaping machine and method after ceramic power insulator manufacturing and molding |
Also Published As
| Publication number | Publication date |
|---|---|
| EP0340185A3 (en) | 1991-07-03 |
| ES2050275T3 (en) | 1994-05-16 |
| DE68912391T2 (en) | 1994-06-16 |
| FI881990L (en) | 1989-10-29 |
| ATE100369T1 (en) | 1994-02-15 |
| FI80400B (en) | 1990-02-28 |
| DE68912391D1 (en) | 1994-03-03 |
| FI80400C (en) | 1990-06-11 |
| EP0340185A2 (en) | 1989-11-02 |
| FI881990A0 (en) | 1988-04-28 |
| RU1809804C (en) | 1993-04-15 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US2160225A (en) | Building construction | |
| EP0340185A2 (en) | Production method for a concrete pillar or beam | |
| CN112726878A (en) | Formwork-erecting-free construction method for masonry filler wall constructional column, prefabricated module and mould | |
| WO2005010290A1 (en) | Formwork | |
| GB2091777A (en) | Mortarless wall comprising tensioned rods passing through openings in masonry blocks | |
| JP3308664B2 (en) | Centrifugally formed steel tube concrete column and its manufacturing method | |
| WO1983002475A1 (en) | An apparatus for spraying concrete | |
| JP2914183B2 (en) | Thickening reinforcement method of existing earthquake-resistant wall | |
| US20030001070A1 (en) | Manufactured reinforced concrete system | |
| JP2782284B2 (en) | Method of forming precast building columns | |
| JP2891113B2 (en) | Installation method of reinforced concrete shear walls | |
| EP1266735B1 (en) | Method of producing a precast slab or beam made of standard or precompressed concrete | |
| JPH0266246A (en) | Insulating concrete with space truss and construction thereof | |
| CA2120957A1 (en) | Integrated formworks | |
| DE919135C (en) | Process for the production of ceilings from cylindrical or prismatic shells and reinforced in-situ concrete ribs | |
| JPS6319448Y2 (en) | ||
| KR860001189B1 (en) | Method for making a sheeting and a sheeting frame | |
| SU1131984A1 (en) | Prefabricated multivoid floor panel | |
| JPS63130838A (en) | Hollow pillar made of precast concrete | |
| CN108407045A (en) | Construction method of steel-clad concrete building | |
| DE2812427A1 (en) | Insulated formwork for concrete floor-ceiling - has reinforced concrete prefabricated insulation held to wall by shackles | |
| AT261172B (en) | Double-walled concrete cladding block | |
| DE2520549A1 (en) | Sets of building elements for civil engineering units - are formed from reinforced concrete members based on plastic tubes and shells | |
| JP3189978B2 (en) | Panel unit with tile | |
| KR101920025B1 (en) | Attachment device for handling of paper formwork |
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: 19910829 |
|
| 17Q | First examination report despatched |
Effective date: 19920609 |
|
| 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: LI Effective date: 19940119 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: 19940119 Ref country code: CH Effective date: 19940119 |
|
| REF | Corresponds to: |
Ref document number: 100369 Country of ref document: AT Date of ref document: 19940215 Kind code of ref document: T |
|
| REF | Corresponds to: |
Ref document number: 68912391 Country of ref document: DE Date of ref document: 19940303 |
|
| ITF | It: translation for a ep patent filed | ||
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: GB Effective date: 19940419 |
|
| REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LU Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 19940430 |
|
| REG | Reference to a national code |
Ref country code: ES Ref legal event code: FG2A Ref document number: 2050275 Country of ref document: ES Kind code of ref document: T3 |
|
| ET | Fr: translation filed | ||
| 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 |
|
| GBPC | Gb: european patent ceased through non-payment of renewal fee |
Effective date: 19940419 |
|
| 26N | No opposition filed | ||
| EAL | Se: european patent in force in sweden |
Ref document number: 89850109.3 |
|
| PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: FR Payment date: 20020329 Year of fee payment: 14 |
|
| PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: SE Payment date: 20020410 Year of fee payment: 14 Ref country code: NL Payment date: 20020410 Year of fee payment: 14 |
|
| PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 20020412 Year of fee payment: 14 Ref country code: BE Payment date: 20020412 Year of fee payment: 14 |
|
| PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: ES Payment date: 20020416 Year of fee payment: 14 |
|
| PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: AT Payment date: 20020422 Year of fee payment: 14 |
|
| 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: 20030406 |
|
| 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 NON-PAYMENT OF DUE FEES Effective date: 20030407 Ref country code: ES Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20030407 |
|
| 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: 20030430 |
|
| BERE | Be: lapsed |
Owner name: *BETEMI OY Effective date: 20030430 |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: NL Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20031101 Ref country code: DE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20031101 |
|
| NLV4 | Nl: lapsed or anulled due to non-payment of the annual fee |
Effective date: 20031101 |
|
| EUG | Se: european patent has lapsed | ||
| 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: 20031231 |
|
| REG | Reference to a national code |
Ref country code: FR Ref legal event code: ST |
|
| REG | Reference to a national code |
Ref country code: ES Ref legal event code: FD2A Effective date: 20030407 |
|
| 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: 20050406 |