HU183796B - Method for producing and using concrete, reinforced concrete slabs respectively constructions exposed to dynamic or static action secured flexible or rigid quickconnection provided with sunk armatures - Google Patents
Method for producing and using concrete, reinforced concrete slabs respectively constructions exposed to dynamic or static action secured flexible or rigid quickconnection provided with sunk armatures Download PDFInfo
- Publication number
- HU183796B HU183796B HU26182A HU26182A HU183796B HU 183796 B HU183796 B HU 183796B HU 26182 A HU26182 A HU 26182A HU 26182 A HU26182 A HU 26182A HU 183796 B HU183796 B HU 183796B
- Authority
- HU
- Hungary
- Prior art keywords
- dynamic
- concrete
- reinforced concrete
- assembly
- static
- Prior art date
Links
- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 20
- 239000004567 concrete Substances 0.000 title claims description 31
- 230000003068 static effect Effects 0.000 title claims description 14
- 238000004519 manufacturing process Methods 0.000 title claims description 9
- 238000010276 construction Methods 0.000 title description 2
- 230000000694 effects Effects 0.000 claims description 6
- 238000000034 method Methods 0.000 claims description 5
- 238000009415 formwork Methods 0.000 claims description 3
- 230000002411 adverse Effects 0.000 claims description 2
- 239000013013 elastic material Substances 0.000 abstract 1
- 238000012856 packing Methods 0.000 abstract 1
- 230000008878 coupling Effects 0.000 description 4
- 238000010168 coupling process Methods 0.000 description 4
- 238000005859 coupling reaction Methods 0.000 description 4
- 230000000712 assembly Effects 0.000 description 2
- 238000000429 assembly Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000013016 damping Methods 0.000 description 1
- 230000008278 dynamic mechanism Effects 0.000 description 1
- 229920001971 elastomer Polymers 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 239000005060 rubber Substances 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000003566 sealing material Substances 0.000 description 1
- 238000009416 shuttering Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 229920003051 synthetic elastomer Polymers 0.000 description 1
- 239000005061 synthetic rubber Substances 0.000 description 1
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
- F16B37/00—Nuts or like thread-engaging members
- F16B37/04—Devices for fastening nuts to surfaces, e.g. sheets, plates
- F16B37/045—Devices for fastening nuts to surfaces, e.g. sheets, plates specially adapted for fastening in channels, e.g. sliding bolts, channel nuts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B1/4114—Elements with sockets
- E04B1/4142—Elements with sockets with transverse hook- or loop-receiving parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
- E04C2/044—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres of concrete
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/142—Means in or on the elements for connecting same to handling apparatus
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
- Reinforcement Elements For Buildings (AREA)
- Building Environments (AREA)
Abstract
Description
A találmány olyan beton-, vasbetonlemezek illetve szerkezetek előállítására és felhasználására vonatkozik, amelyek dinamikus vagy statikus hatás felvételére egyaránt alkalmasak.The present invention relates to the production and use of concrete, reinforced concrete slabs or structures which are capable of exerting a dynamic or static effect.
Jelenleg a beton-, vasbetonlemezeket illetve szerkezeteket dinamikus hatások felvételéhez megerősített kivitelben egyéb szerkezetekhez különleges módon kapcsolva kell készíteni. Bizonyos határon túl dinamikus hatások már nem is érhetik a beton-, vasbetonlemezeket illetve szerkezeteket, ezért mindazok a kapcsolószerelvények, amelyek a dinamikus hatást közvetlenül felvevő (általában acél) szerkezet között merev kapcsolatot biztosítanak, csak korlátozottan és általában gazdaságtalanul alkalmazhatók. A dinamikus hatást csillapító rugalmas kapcsoló-szerelvények általában helyigényesek, és szerkezeti megoldásuk olyan, hogy sok helyszíni munkát igényel, a kapcsolat létrehozása és oldása is hasonlóan munkaigényes. A kapcsolat oldása általában az egyes szerkezeti elemek károsodása nélkül nem is végezhető el. A kapcsolat elkészítése és feloldása általában nagyobb időigénnyel is jár, amely a beton-, vasbetonlemezek, szerkezetek gyártását illetve felhasználását károsan befolyásolja. Ezért nem előnyösek azok az eljárások sem, amelyeknél utólag megszilárduló kiöntő anyagot használnak.At present, concrete, reinforced concrete slabs or structures have to be specially bonded to other structures in order to absorb dynamic effects. Beyond certain boundaries, dynamic effects can no longer affect concrete, reinforced concrete slabs or structures, so all coupling assemblies that provide a rigid connection between a structure directly engaging the dynamic action (usually steel) are of limited and generally uneconomical use. Flexible coupling assemblies that dampen the dynamic effect are usually space-consuming and their construction requires a lot of on-site work, and the connection is also labor-intensive. In most cases, it is not possible to release the connection without damaging the individual components. Creating and dissolving the connection usually requires more time, which adversely affects the production and use of concrete, reinforced concrete slabs and structures. Therefore, processes using a post-solidifying pouring material are also not preferred.
A feladat tehát olyan beton-, vasbetonlemezek, szerkezetek gyártása, amelyekhez a dinamikus vagy statikus hatást felvevő szerkezet gyorsan és könnyen rögzíthető, és fel is oldható, cserélhető. Ez a követelmény úgy elégítendő ki, hogy a beton-, vasbetonlemezbe, illetve szerkezetbe a lehorgonyzáshoz megfelelő szerelvényt építünk.The task is thus to produce concrete, reinforced concrete slabs, structures, to which the dynamic or static effect bearing structure can be fast and easily fixed, and can also be dissolved or replaced. To meet this requirement, a suitable fixture for anchoring the concrete, reinforced concrete slab or structure must be installed.
A találmány tehát eljárás olyan dinamikus vagy statikus hatásnak kitett beton-, vasbetonlemezek illetve szerkezetek gyártásához, amelynél a beton-, vasbetonlemezben illetve szerkezetben elhelyezett szerelvény útján a dinamikus vagy statikus hatást közvetlenül felvevő szerkezet van elrendezve olymódon, hogy a beton-, vasbetonlemezben illetve szerkezetben kiképzett szerelvény útján a dinamikus vagy statikus hatást közvetlenül felvevő szerkezettel rugalmas vagy merev kapcsolatot önmagában hozunk létre, mikoris a szerelvényt befelé szélesedő üreggel látjuk el, és azt ennek az üregnek a segítségével horgonyozzuk a zsaluzathoz illetve a dinamikus vagy statikus hatást közvetlenül felvevő szerkezetet és a káros dinamikus hatást a beton-, vasbetonlemezre, illetve szerkezetre rugalmas közvetítő anyag útján csillapított formában közvetítjük.The present invention thus relates to a method of manufacturing a concrete, reinforced concrete slab or structure subjected to dynamic or static action, wherein a structure directly engaging the dynamic or static action is arranged by means of an assembly in the concrete, reinforced concrete slab or structure. by means of a fitting, a flexible or rigid connection is created with the structure directly engaging the dynamic or static effect, whereby the fitting is provided with an inwardly expanding cavity and is anchored to the shuttering or the structure directly absorbing the dynamic or static effect and the effect on the concrete, reinforced concrete slab or structure is dampened by means of a flexible transfer agent.
Egyik előnyös foganatosítási módnál a szerelvényt a beton-, vasbetonlemez, illetve szerkezet előállítása során építjük be.In one preferred embodiment, the assembly is incorporated during the production of the concrete, reinforced concrete slab or structure.
Létrehozható az eljárás olymódon is, hogy a szerelvényt teljesen a beton-, vasbetonlemezbe, illetve szerkezetbe süllyesztjük.It is also possible to create the method by immersing the assembly completely into the concrete, reinforced concrete slab or structure.
A találmány részletesebben a mellékelt rajz segítségével ismerhető meg, ahol azThe invention will be more fully understood by reference to the accompanying drawings, in which:
1. ábra egy találmány szerinti betonlemez gyártását, aFigure 1 shows the manufacture of a concrete slab according to the invention, a
2. ábra az így gyártott betonlemezt statikusan terhelő kapcsolatot mutat be.Figure 2 shows a static-load connection of the concrete slab thus manufactured.
Az 1. ábrán látható 2 betonlemez gyártása a következőképpen történik.The concrete slab 2 shown in Figure 1 is manufactured as follows.
A dinamikus vagy statikus terhelést felvevő szerkezet rögzítésére a befelé szélesedő 3 szerelvény szolgál. A 2 betonlemez gyártásakor az 1 zsaluzatban rögzített 4 rögzítőre helyezhető rá a 3 szerelvény, majd a zsalu kitölthető beton5 nal. A 2 betonlemez megszilárdulása után a 3 szerelvény a 2 betonlemezzel együtt leemelhető a4 rögzítőről. Az 1. ábrán bemutatott 3 szerelvény jól rögzítődik a 2 betonlemezhez , mert a külső körvonala a 2 betonlemez belseje felé szélesedik, így más rögzítőelemet nem is igényel.An inwardly expanding assembly 3 serves to secure the dynamic or static load-bearing structure. In the manufacture of the concrete slab 2, the assembly 3 can be placed on the bracket 4 fixed in the formwork 1 and the formwork may be filled with concrete 5. After the concrete slab 2 has solidified, the assembly 3, together with the concrete slab 2, can be removed from the fastener a4. The assembly 3 shown in Fig. 1 is well secured to the concrete slab 2 because its outer contour widens towards the inside of the concrete slab 2 and thus does not require any other fastener.
q A bemutatott betonlemez egyik felhasználási módja látható a 2. ábrán.q Figure 2 shows one of the uses for the concrete slab shown.
A 2 betonlemezre egy dinamikus terhelést okozó berendezés van felfüggesztve. A dinamikus hatást 5 fiiggesztőelem veszi fel. Az 5 függesztőelem és a 3 szerelvény közé 15 rögzítőelemként a 6 rugalmas zárólemez van beékelve. A 6 rugalmas zárólemez anyag pl..gumi, műgumi, műanyag stb. lehet. A 6 rugalmas zárólemez alkalmazása következtében a dinamikus terhelés csillapítással adódik át a 3 szerelvényre. Az ábrázolt kialakítás különös előnye, hogy 2o könnyen szerelhető és könnyen megbontható.A dynamic load-bearing device is suspended on the concrete slab 2. The dynamic effect is absorbed by 5 hangers. Between the bracket 5 and the assembly 3 is fastened the elastic locking plate 6 as a fastener 15. The resilient sealing material 6 is made of rubber, synthetic rubber, plastic, etc. may. Due to the application of the resilient sealing plate 6, the dynamic load is transmitted to the assembly 3 by damping. A particular advantage of the illustrated design is that 2o is easy to install and easy to dismantle.
A 3. ábrán a betonlemeznek egy másik alkalmazása látható.Figure 3 shows another application of the concrete slab.
A 2 betonlemezhez a 7 kapcsolóelemet kell rögzíteni, amely jelen esetben csak statikus terhelést visz át. A 7 kap25 csolóelemet úgy rögzítjük, hogy behelyezzük a 3 szerelvénybe és a kettő közötti hézagba a 8 rögzítő éket ékeljük be. Ez a kapcsolat ugyanolyan könnyen szerelhető és oldható, mint az előzőekben ismertetett.The coupling element 7 is to be fastened to the concrete slab 2, which in this case carries only a static load. The fastener 7 is fastened by inserting it into the assembly 3 and securing the fastening wedge 8 in the gap between the two. This connection is as easy to install and detach as described above.
Mint látható, a találmány szerinti beton-, vasbetonleme30 zek, illetve szerkezetek könnyen előállíthatok, sőt előregyárthatók. A befelé szélesedő szerelvény alkalmazása esetén a statikus vagy dinamikus hatást felvevő szerkezet célszerű kiképzés esetén külön kapcsolóelem alkalmazása nélkül csatlakoztatható. Dinamikus terhelés esetén a csilla35 pító elemek könnyen alkalmazhatók.As can be seen, the concrete, reinforced concrete slabs or structures of the present invention can be easily fabricated or even prefabricated. In the case of an inwardly expanding assembly, the static or dynamic mechanism can be attached without the use of a separate coupling, if appropriate. Under dynamic loads, the anchor rods are easy to apply.
Claims (2)
Priority Applications (9)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| HU26182A HU183796B (en) | 1982-01-28 | 1982-01-28 | Method for producing and using concrete, reinforced concrete slabs respectively constructions exposed to dynamic or static action secured flexible or rigid quickconnection provided with sunk armatures |
| YU201882A YU201882A (en) | 1982-01-28 | 1982-09-07 | Process for making dinamically or statically stress loaded plate from concrete or steel |
| DE19833302701 DE3302701A1 (en) | 1982-01-28 | 1983-01-27 | STEEL CONCRETE BODY AND THEIR PRODUCTION |
| CH440983A CH661955A5 (en) | 1982-01-28 | 1983-08-12 | METHOD FOR PRODUCING A STEEL CONCRETE BODY. |
| SE8304414A SE8304414L (en) | 1982-01-28 | 1983-08-15 | ARMED CONCRETE BODY AND ITS MANUFACTURING |
| NL8302882A NL8302882A (en) | 1982-01-28 | 1983-08-16 | ARMED CONCRETE BODY AND ITS MANUFACTURE. |
| BE0/211377A BE897563A (en) | 1982-01-28 | 1983-08-18 | REINFORCED CONCRETE BODY AND METHOD FOR MANUFACTURING THE SAME |
| GB08322612A GB2145445B (en) | 1982-01-28 | 1983-08-23 | Anchorage for concrete |
| FR8313797A FR2551119A1 (en) | 1982-01-28 | 1983-08-26 | REINFORCED CONCRETE BODY AND THEIR MANUFACTURING PROCESS |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| HU26182A HU183796B (en) | 1982-01-28 | 1982-01-28 | Method for producing and using concrete, reinforced concrete slabs respectively constructions exposed to dynamic or static action secured flexible or rigid quickconnection provided with sunk armatures |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| HU183796B true HU183796B (en) | 1984-05-28 |
Family
ID=10948789
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| HU26182A HU183796B (en) | 1982-01-28 | 1982-01-28 | Method for producing and using concrete, reinforced concrete slabs respectively constructions exposed to dynamic or static action secured flexible or rigid quickconnection provided with sunk armatures |
Country Status (9)
| Country | Link |
|---|---|
| BE (1) | BE897563A (en) |
| CH (1) | CH661955A5 (en) |
| DE (1) | DE3302701A1 (en) |
| FR (1) | FR2551119A1 (en) |
| GB (1) | GB2145445B (en) |
| HU (1) | HU183796B (en) |
| NL (1) | NL8302882A (en) |
| SE (1) | SE8304414L (en) |
| YU (1) | YU201882A (en) |
Families Citing this family (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| HU183796B (en) * | 1982-01-28 | 1984-05-28 | Beton Es Vasbetonipari Muevek | Method for producing and using concrete, reinforced concrete slabs respectively constructions exposed to dynamic or static action secured flexible or rigid quickconnection provided with sunk armatures |
| GB8526796D0 (en) * | 1985-10-31 | 1985-12-04 | Essex Machinery Ltd | Ceiling wedge anchors |
| AT398793B (en) * | 1992-07-22 | 1995-01-25 | Hugo S Schweiger Turn Und Spor | Means for anchoring rod-like installation and structural parts in a structural body |
| DE4315694A1 (en) * | 1993-05-11 | 1994-11-17 | Kloeckner Humboldt Deutz Ag | Machine with devices for avoiding the transmission of solid-borne sound |
| DE4334286C2 (en) * | 1993-10-08 | 2002-09-19 | Fischer Artur Werke Gmbh | Fastening element for anchoring in plates consisting in particular of glass |
| DE19522618A1 (en) * | 1995-06-22 | 1997-01-23 | Hilti Ag | Device for anchoring components close to the surface |
| GB9709866D0 (en) * | 1997-05-15 | 1997-07-09 | Glynwed Consumer & Constructio | Ceiling suspension arrangement |
| GB2347693A (en) * | 1999-02-27 | 2000-09-13 | Glynwed Engineered Products Li | Decking hanger |
| CN100515908C (en) * | 2006-06-23 | 2009-07-22 | 浙江建设职业技术学院 | Hook for hoisting large and long stone |
| GB0707245D0 (en) * | 2007-04-14 | 2007-05-23 | Access Technologies Ltd | Anchor device |
| JP5014279B2 (en) * | 2008-07-25 | 2012-08-29 | 保三 井本 | Fixture and fixing structure |
| ITMI20100928A1 (en) * | 2010-05-21 | 2011-11-22 | Gl Locatelli S R L | DEVICE FOR ANTI-SEISMIC STRUCTURAL CONNECTION OF CEMENT-BASED FEATURES |
| DE102014103591A1 (en) * | 2014-03-17 | 2015-09-17 | Stefan Lück | sealing system |
Family Cites Families (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE1726509U (en) * | 1955-11-18 | 1956-07-19 | Bruno Frank | DEVICE FOR FASTENING PLASTER CEILINGS AND THE LIKE. ON CONCRETE CEILINGS. |
| US2909054A (en) * | 1956-01-13 | 1959-10-20 | George T Phillips | Anchor for securing accessories to concrete and the like |
| US3100517A (en) * | 1956-01-13 | 1963-08-13 | George T Phillips | Fastening devices for securing accessories to concrete and the like |
| GB919411A (en) * | 1958-05-15 | 1963-02-27 | Alexander Feldmann | Improvements relating to methods of forming and reinforcing cavities in cast material |
| GB923882A (en) * | 1958-05-20 | 1963-04-18 | Alexander Feldmann | Improvements relating to a method of and means for forming cavities in the surface of cast material |
| GB918426A (en) * | 1959-05-23 | 1963-02-13 | Alexander Feldmann | Improvements relating to a method and means for forming anchoring cavities in cast materials |
| GB905303A (en) * | 1960-01-13 | 1962-09-05 | Alexander Feldmann | Improvements relating to anchoring cavities in concrete |
| CH393693A (en) * | 1962-06-18 | 1965-06-15 | Meier Peter | Anchoring element intended for insertion in a profile dowel |
| DE1868837U (en) * | 1962-12-21 | 1963-03-14 | Kahneisen Ges West G M B H Deu | ANCHOR RAIL WITH SLIDING NUT. |
| DE1908364U (en) * | 1964-10-24 | 1965-01-14 | Karlheinz Dipl Ing Beine | DEVICE FOR FIXING WALL CONNECTIONS, CLADDING ETC. ON CONSTRUCTIONS. |
| CH416028A (en) * | 1964-11-04 | 1966-06-30 | Pfister Juerg | Device for hanging building elements on cast parts of buildings |
| GB1497263A (en) * | 1973-12-10 | 1978-01-05 | Mccluskey J | Aperture forming device |
| GB1562661A (en) * | 1977-01-27 | 1980-03-12 | Burmah Ind Prod Ltd | Seals for construction joints in concrete slabs or other concrete structures |
| HU180621B (en) * | 1981-01-08 | 1983-03-28 | Budapesti Mueszaki Egyetem | Shock absorber insert set |
| HU183796B (en) * | 1982-01-28 | 1984-05-28 | Beton Es Vasbetonipari Muevek | Method for producing and using concrete, reinforced concrete slabs respectively constructions exposed to dynamic or static action secured flexible or rigid quickconnection provided with sunk armatures |
-
1982
- 1982-01-28 HU HU26182A patent/HU183796B/en not_active IP Right Cessation
- 1982-09-07 YU YU201882A patent/YU201882A/en unknown
-
1983
- 1983-01-27 DE DE19833302701 patent/DE3302701A1/en not_active Ceased
- 1983-08-12 CH CH440983A patent/CH661955A5/en not_active IP Right Cessation
- 1983-08-15 SE SE8304414A patent/SE8304414L/en not_active Application Discontinuation
- 1983-08-16 NL NL8302882A patent/NL8302882A/en not_active Application Discontinuation
- 1983-08-18 BE BE0/211377A patent/BE897563A/en not_active IP Right Cessation
- 1983-08-23 GB GB08322612A patent/GB2145445B/en not_active Expired
- 1983-08-26 FR FR8313797A patent/FR2551119A1/en active Pending
Also Published As
| Publication number | Publication date |
|---|---|
| DE3302701A1 (en) | 1983-08-04 |
| YU201882A (en) | 1986-06-30 |
| SE8304414D0 (en) | 1983-08-15 |
| SE8304414L (en) | 1985-02-16 |
| NL8302882A (en) | 1985-03-18 |
| FR2551119A1 (en) | 1985-03-01 |
| BE897563A (en) | 1983-12-16 |
| CH661955A5 (en) | 1987-08-31 |
| GB2145445A (en) | 1985-03-27 |
| GB2145445B (en) | 1986-11-26 |
| GB8322612D0 (en) | 1983-09-28 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| HU90 | Patent valid on 900628 | ||
| HPC4 | Succession in title of patentee |
Owner name: BVM EPELEM ELOEREGYARTO- ES SZOLGALTATO KFT., HU Owner name: MIBET KFT., HU |
|
| HMM4 | Cancellation of final prot. due to non-payment of fee |