EP1086281B1 - Vorrichtung zur versteifung von grossflächigen betonelementen, insbesondere von böden und decken von mehrgeschossigen gebäuden - Google Patents
Vorrichtung zur versteifung von grossflächigen betonelementen, insbesondere von böden und decken von mehrgeschossigen gebäuden Download PDFInfo
- Publication number
- EP1086281B1 EP1086281B1 EP99927935A EP99927935A EP1086281B1 EP 1086281 B1 EP1086281 B1 EP 1086281B1 EP 99927935 A EP99927935 A EP 99927935A EP 99927935 A EP99927935 A EP 99927935A EP 1086281 B1 EP1086281 B1 EP 1086281B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- hollow bodies
- concrete
- hollow body
- reinforcing grid
- grid
- 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
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
- E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/326—Floor structures wholly cast in situ with or without form units or reinforcements with hollow filling elements
- E04B5/328—Floor structures wholly cast in situ with or without form units or reinforcements with hollow filling elements the filling elements being spherical
Definitions
- the invention relates to a device for stiffening large area Concrete elements in which hollow body for the purpose of concrete displacement are embedded. These concrete elements are mainly used for the production used by floors and ceilings of concrete structures.
- From CH-A-167 077 is a process for the preparation of flexure resistant plates and plate-shaped objects made of plastic, later hardening material known in at which for reducing the dead weight at approximately constant strength Cavities are provided, which in particular for the production of reinforced concrete floors and ceilings is suitable.
- the reinforcement on the formwork arranged for the lower surface and then plastic concrete to such an extent poured in, that a thin layer is formed, on which the Formkeme brought into position and be pressed into them until they encounter the reinforcement.
- the mandrels are these with the reinforcement, for example attached by cross wires. These cross wires are as disclosed herein Teaching intended to move the cores upward while filling in the rest Prevent concrete or the whole concrete mass.
- EP-A-0 658 663 also a method for the production of concrete elements known with introduced cavities.
- US-A-5 396 747 which is referred to as the closest prior art is a device for producing stiffened concrete elements with it embedded hollow bodies, in particular for the production of floors and ceilings of concrete structures discloses a two-dimensional structure consisting of an upper and a lower grid between which the hollow bodies are accommodated exists and which is cast in concrete.
- the hollow body extend through the Mesh openings of the upper and lower grids and are connected by connecting means, which connect the upper and lower network to form a stable lattice.
- the object of the invention is an apparatus for producing rigid concrete elements, in particular large and suitable for the formation of ceilings and floors concrete elements to create a fast, easy and reliable creation of concrete elements or allow ceilings and floors. Overall, the handling should be facilitated wherein it is above all also desired to manufacture the device from the actual Moving away installation location, so that the device as a kind of prefabricated intermediate product or semi-finished produced, stored and suitable if necessary on site can be used.
- the invention provides as a solution, that above or below the reinforcing grid arranged hollow body with the reinforcing grid directly by connecting members tethered so that they are secured against buoyancy.
- Reinforced reinforcement mat is then embedded in concrete.
- Alternatively is also one Forming a hollow body mat expedient in which the hollow body either directly or are coupled to each other via connecting links to form a planar structure, which can be embedded as such in the concrete or by arrangement in a mold can be filled with concrete.
- Particularly appropriate is the preparation the device as a semi-finished, what a Reinforcement mat is embedded with the hollow bodies in a concrete shell, wherein the hollow bodies are at least partially fixed in the concrete shell.
- the hollow body to the embedded in the concrete reinforcement mat are connected, for example by clipping, by clamping hooks, by Clamp or the like.
- a further reinforcement grid which has connecting rods either attached to the surface of the concrete shell, for example, by gluing, or is partially poured into the concrete shell.
- the concrete shell has a thickness of 4-7 cm, especially 5 - 6 cm and can be used as a lost formwork used by floors or ceilings.
- the predominantly spherical hollow body be provided with flattened pages.
- reinforcing ribs on the hollow bodies be provided in different embodiments.
- the hollow body can improve the economy over simple and stable snap connections or adhesive composite of hollow body halves be assembled.
- FIG. 1 shows a semifinished product for stiffening large-area concrete elements, which is formed from a flat concrete shell 1 with a therein Embedded reinforcing grid 2 conventional design, ie longer and transversely extending bars and thereon mainly in regular distribution arranged hollow body elements 3, which are shown here as balls.
- the balls 3 on the reinforcing grid. 2 arranged, according to the illustrated embodiment partly by the meshes of the mesh bars of the grid 2 to grab.
- This forming in a mold is then by pouring formed by concrete to the semi-finished, so that in the concrete shell 1 the Reinforcing grid 2 is embedded with the Holhl Sciencesn 3.
- the Hollow body 3 secured against buoyancy.
- the Hollow body 3 are held by Auflagerung a surface structure, such as by arranging a holding grid above the hollow body elements 3.
- This semi-finished product which is produced in a factory, can then for Transported site, stored there and then by crane to the position of the building to be implemented, the concrete shell 1 as it were lost formwork for the training of the floor or the ceiling of the multi-storey building serves.
- This will be used to form a blanket Subordinate pursuit, holding the concrete shell 1, whereupon for training
- the ceiling from the top concrete is applied until the hollow body 3 and possibly further Reinforcement grid are embedded in total in the concrete pavement.
- the semifinished product is completed insofar as a another reinforcing grid 4 placed on the hollow body elements 3 and through Connecting members 5 are fixed to the surface of the concrete shell 1.
- the connecting members by rods formed, which are provided below with a rail or bar 6, over which the Rods 5 are connected to the surface 7 of the concrete shell 1, approximately by an adhesive bond.
- This prefabricated according to FIG. 2 semi-finished can also delivered from the factory to the construction site, stored there and, if necessary, for Construction of the building to be implemented by crane, in turn, the Concrete shell 1 serves as a permanent formwork and concrete from above on the Hollow body elements 3 is applied. In the finished ceiling are then the hollow body elements 3, the rods 5 and the additional reinforcing grid 4th completely embedded in the floor slab or floor.
- the semifinished product is formed by that first arranged in a form the reinforcing grid 2, then the hollow body elements 3 stitched up, finally another reinforcing grid 4 put on and then the two reinforcing bars 4 by connecting members 5, which in turn are formed by rods, connected together like a cage be so that the hollow body elements 3 within the through Reinforced grid 2 and 4 formed cage are collected. After that, in poured the form concrete to form the concrete shell 1, in which the lower Reinforcing grid 2 entirely, the hollow body elements 3 as well as the Connecting bars or connecting brackets 5 only partially and the upper Reinforcement grid 4 is not embedded.
- This semi-finished product can then also for Construction site spent and crane or manually implemented.
- FIG. 4 shows an alternative embodiment in which the hollow body elements 3 be connected to a grid-like steel reinforcement. The like then Hollow body elements firmly connected to the reinforcement grid can then be used be embedded in the formation of a floor ceiling in this.
- the hollow body 3 are placed on a perforated plate 27, which accordingly the intended positions of the hollow body 3 recesses 31, the on the shape of the hollow body are matched.
- Hollow body 3 is a steel reinforcement 28, which advantageously in the usual form is carried out as a grid, placed, so that the hollow body 3 with the steel reinforcement 28 can be connected.
- the attachment of the Hollow body 3 to the steel reinforcement 28 can in different ways and done way.
- 3 Connecting elements 32 may be provided which directly to the bars of the Bar Reinforcement 28 are connected.
- Clamps 30, for example made of profiled steel wire for example made of profiled steel wire
- fixation rods 29, for example designed as plastic tubes used, which together with the hollow bodies 3 on the bars 33rd steel reinforcement 28 and thereby the location of the Fix the hollow body 3 to the steel reinforcement 28.
- Arrangement of the hollow body 3 to the steel reinforcement 28 can now be a first Concrete layer are poured so that a ceiling component with Concrete reinforcement as a semi-finished product is created in any dimensions can be pre-produced.
- the Hollow body for example with the help of Fixierstangen 29 and the Connecting elements 32 and clamping bracket 30 without steel reinforcement 28th make so that only a grid arrangement of the hollow body 3 as Semifinished product is created, which is then used in conventional manufacturing technology Concrete floors by means of a shuttering and pouring concrete Can be used.
- the steel reinforcement 28 of such a floor ceiling is then separated from the hollow body assembly in the storey ceiling built-in.
- FIG. 5 and Figure 6 are two views of the hollow body assembly on a to see latticed steel reinforcement 28.
- FIG. 5 shows a section of a Top view of the located in the perforated plate 27 hollow body 3, which at the mounted steel reinforcement 28 are attached.
- FIG. 9 shows another Fastening possibility of the hollow body 3 to the steel reinforcement 28 shown.
- a simple Possibility to attach the hollow body 3 to the steel reinforcement 28 in that a steel clip 34 with barbs 35 is attached to the hollow body 3, that the bracket 36 of the steel bracket 34, the grid bar 33 of the steel reinforcement 28th includes and the barbs 35 penetrate into the hollow body. Because of the Barb 35 prevents the clip 34 from the hollow body. 3 solves, is thereby given a firm and secure connection.
- FIG. 6 shows the side view of a hollow body arrangement on a Steel Reinforcement 28 is shown, as they are using only a steel reinforcement be installed in a concrete ceiling in the lower area of the storey ceiling can. Of course, if necessary, in a similar manner, a second Steel reinforcement can be attached to the top.
- FIGS. 7 to 10 steel reinforcement 28 Details of the connection of hollow bodies 1 are shown in FIGS. 7 to 10 steel reinforcement 28 shown. While in Figure 9 the already described Alternative from brackets 34 with barbs 35 is shown, show the Figures 7, 8 and 10, a further embodiment of a connecting element 32.
- 3 fastening elements are on the hollow body 39 and 40 are provided, which are connected via a bracket 38 with each other can.
- To attach the hollow body 1 is between the Fastening elements 39, 40 of the grid bar 33 of a reinforcement 28 inserted, so that it can be enclosed by the bracket 28.
- the bracket 38 is at his one end pivotally hinged to the fastener 40 and is on its other end, for example, with a rivet 37 on the opposite Attached fastener 39.
- the fasteners 39, 40 and the Bracket 38 may preferably be integral with the hollow body 3 and a Be formed hollow body half.
- the hollow bodies are expediently each composed of several, mainly two sub-elements and become for example, produced by injection molding.
- a Hinge element 41 preferably realized by a film hinge.
- Bow which can be made of any material, but preferably designed to be elastic for better tension, can Of course, be articulated in any other known manner.
- FIG. 11 and 12 is shown as through the lugs 3 attached tabs 42 a connection between the Hollow bodies 3 can be produced.
- the tabs 42 are over a Hinge element 44, which may be designed, for example, as a film hinge, on the hollow bodies 3 and thereby preferably on a flange 12 of the Hollow body 3 articulated so that they are in the direction of an adjacent Hollow body can be folded.
- Locking elements in the form of latching hooks that project outward, or tangential or circumferential recesses provided in the manner of constrictions be that a clipping or clipping the hollow body elements to the reinforcing grid allow for the purpose of connecting the hollow body.
- the locking elements can also separately on the hollow bodies be formed, for example, by hollow body openings are provided, in which the locking elements are pressed in like a plunger.
- For the connection of the locking elements to the reinforcing grid is also a clamp-like Training the ends of the locking elements.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
- Joining Of Building Structures In Genera (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Description
- Fig. 1 - 3
- schematische Schnittansichten durch eine als Halbzeug gerüstete Vorrichtung,
- Fig.4
- eine schematische Ansicht von Elementen der Vorrichtung in aufgelöster Darstellung,
- Fig. 5
- eine Draufsicht der Ausführungsform nach Fig. 4,
- Fig. 6
- eine Seitenansicht der Ausführungsform nach Fig. 4, gleichfalls in Teildarstellung,
- Fig. 7
- eine Seitenansicht zur Darstellung der Befestigung eines Hohlkörpers an einer Stahlbewehrungung,
- Fig. 8
- die Vorder- bzw. Rückansicht der Befestigung aus Fig. 7
- Fig. 9
- eine Schnittansicht der Befestigung eines Hohlkörpers an einer Stahlbewehrung,
- Fig 10
- einen Querschnitt durch die Befestigung eines Hohlkörpers an der Stahlbewehrung nach Fig. 8,
- Fig. 11
- eine Schnittansicht von der Seite von zwei benachbarten Hohlkörpern bei gegenseitiger Verbindung sowie
- Fig. 12
- eine Draufsicht auf eine Verbindung benachbarter Hohlkörper zu einer Hohlkörpermatte.
Claims (9)
- Vorrichtung zur Herstellung von versteiften Betonelementen mit darin eingebetteten Hohlkörpern, insbesondere zur Herstellung von Böden und Decken von Betonbauwerken, mit kugelförmigen Hohlkörpern (3), die derart auf einem maschenartigen Bewehrungsgitter (2, 28) aufgesetzt sind, dass die Hohlkugeln (3) teilweise die Maschen des Gitter (2, 28) durchgreifen, dadurch gekennzeichnet, dass die Hohlkörper (3) auf dem Bewehrungsgitter dadurch auftriebsgesichert gehalten sind, dass sie teilweise in einer ebenen Betonschale (1) eingebettet und mit dem Bewehrungsgitter (2, 28) oder einer auf die Hohlkörper (3) aufgelagerten Flächenstruktur zur Bildung eines Halbzeugs zur Herstellung von Böden oder Decken verbunden sind, bei dem die Hohlkörper mit dem Bewehrungsgitter in der ebenen Betonschale (1) eingebettet sind, welche eine verlorene Schalung bildet.
- Vorrichtung nach Anspruch 1, dadurch gekennzeichnet, dass die oberhalb oder unterhalb des Bewehrungsgitters (2, 28) angeordneten Hohlkörper (3) an dem Bewehrungsgitter unmittelbar durch Verbindungsglieder gegen Auftrieb gesichert angebunden sind.
- Vorrichtung nach Anspruch 2 dadurch gekennzeichnet, dass das Bewehrungsgitter (2, 28) mit einem auf den Hohlkörpern (3) angeordneten weiteren Bewehrungsgitter (4) durch Verbindungsglieder (5) verbunden ist.
- Vorrichtung nach Anspruch 3, dadurch gekennzeichnet, dass das obere Bewehrungsgitter (4) mittels Distanzglieder (5) auf der oberen Fläche der Betonschale (1) befestigt, vorzugsweise verklebt ist.
- Vorrichtung nach Anspruch 3, dadurch gekennzeichnet, dass die Verbindungsglieder (5) der Bewehrungsgitter (2, 4) teilweise in die untere Betonschale eingebettet sind, wobei die Verbindungsglieder (5) die beiden Bewehrungsgitter (2, 4) im gleichen Abstand zur Bildung eines käfigartigen Gebildes halten, innerhalb dem die Hohlkörper (3) aufgefangen sind.
- Vorrichtung nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass die ebene Betonschale als verlorene Schalung dient und eine Dicke im Bereich von 4 bis 7 cm, insbesondere 5 - 6 cm aufweist.
- Vorrichtung nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß in den Hohlkörpern Halteelemente zur Verankerung im Beton ausgebildet sind, die insbesondere durch Taschen (8), rillenartige Einschnürungen (9), Vorsprünge und dgl. gebildet sind.
- Vorrichtung nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß die Hohlkörper (3) mit Rastelementen ausgebildet sind, mit denen die Hohlkörper an das Bewehrungsgitter (2) anclipsbar sind.
- Vorrichtung nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß die Hohlkörper durch Verbindungsglieder an dem Bewehrungsgitter (2) angebunden sind, die vorzugsweise durch Spannbügel, Klammern mit Widerhaken oder Klemmen gebildet sind.
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19825956 | 1998-06-10 | ||
DE19825956 | 1998-06-10 | ||
PCT/EP1999/003982 WO1999064693A1 (de) | 1998-06-10 | 1999-06-09 | Vorrichtung zur versteifung von grossflächigen betonelementen, insbesondere von böden und decken von mehrgeschossigen gebäuden |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1086281A1 EP1086281A1 (de) | 2001-03-28 |
EP1086281B1 true EP1086281B1 (de) | 2005-09-07 |
Family
ID=7870537
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP99927935A Expired - Lifetime EP1086281B1 (de) | 1998-06-10 | 1999-06-09 | Vorrichtung zur versteifung von grossflächigen betonelementen, insbesondere von böden und decken von mehrgeschossigen gebäuden |
Country Status (4)
Country | Link |
---|---|
EP (1) | EP1086281B1 (de) |
AU (2) | AU4607199A (de) |
DE (2) | DE19981047D2 (de) |
WO (2) | WO1999064696A1 (de) |
Families Citing this family (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE10351982A1 (de) * | 2003-11-07 | 2005-06-09 | Gessner, Hans-Jürgen | Betonprodukt |
EP1568827A1 (de) * | 2004-02-25 | 2005-08-31 | Cobiax Technologies AG | Verfahren und Hilfsmittel zur Herstellung von Betonteilen, insbesondere von Betonhalbzeug und/oder von Betondecken sowie Hilfsmittel zur Herstellung von Betondecken |
GB0523011D0 (en) * | 2005-11-11 | 2005-12-21 | Kalantar Harmozi Alireza | High abrasion resistant material |
BE1019066A3 (nl) * | 2009-12-08 | 2012-02-07 | Didak Injection Nv | Hol vullichaam voor constructies in beton. |
EP2336445A1 (de) | 2009-12-21 | 2011-06-22 | Cobiax Technologies AG | Halbschalenelement zum Herstellen eines Hohlkörpers |
ES1128881Y (es) * | 2014-07-25 | 2015-01-20 | Aparicio Jorge Cases | Cuerpo de relleno aligerador para losas y forjados de hormigon |
DE102015009485B4 (de) * | 2015-07-21 | 2019-11-21 | Andrej Albert | Anordnungen von Verdrängungskörpern zum Einbringen in Stahlbetonbauteile, Verdrängungskörper und zur Sicherung der Verdrängungskörper dienende Halte- und Abstandselemente sowie Stahlbetonbauteil |
IT201600130454A1 (it) * | 2016-12-23 | 2018-06-23 | T P S S R L | Elemento di alleggerimento per l'edilizia |
IT201600130461A1 (it) * | 2016-12-23 | 2018-06-23 | T P S S R L | Elemento di alleggerimento per l'edilizia |
IT201600130464A1 (it) * | 2016-12-23 | 2018-06-23 | T P S S R L | Elemento di alleggerimento per l'edilizia |
EP3592914A4 (de) * | 2017-03-07 | 2021-01-20 | Nxt Ip Pty Ltd | Gebäudesystem |
WO2021019315A1 (en) * | 2019-07-31 | 2021-02-04 | Khaled Azzam | A novel set of concave framework to be utilised as light concrete slabs |
DE102019123880A1 (de) * | 2019-09-05 | 2021-03-11 | Peri Gmbh | Textiles Schalungselement |
CN113481960A (zh) * | 2021-07-26 | 2021-10-08 | 苏交科集团股份有限公司 | 一种高填方场地地坪沉降处理方法及处理结构 |
Family Cites Families (16)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CH167077A (de) * | 1932-08-30 | 1934-02-15 | Frans Netscher Arend | Verfahren zur Herstellung von biegungsfesten, platten-förmigen Gegenständen aus plastischem, später erhärtendem Material. |
GB447978A (en) * | 1934-11-23 | 1936-05-25 | Charles Joseph Kavanagh | Improvements relating to the construction of floors, roofs and like constructional units |
DE1243369B (de) * | 1960-07-15 | 1967-06-29 | Hanekamp & Co | Fuellkoerper mit gelochten Seitenwaenden und gelochter Decke fuer Stahlbeton-Rippendecken |
DE1278087B (de) * | 1965-03-05 | 1968-09-19 | Artur Fischer | Betonbauelement mit eingegossenen Hohlkoerpern |
DE1609493A1 (de) * | 1966-11-15 | 1970-07-30 | Fritz Seeger | Rippendecke |
DE1935580C3 (de) * | 1969-07-12 | 1974-02-14 | Vki-Rheinhold & Mahla Ag, 6800 Mannheim | Verdrängungskörper aus geschäumtem Kunststoff für den Betonbau |
DE2007251A1 (de) * | 1970-02-18 | 1971-08-26 | Pflug, Max, 7100 Heilbronn | Biegebeanspruchtes Bauglied aus Beton mit Fullkorpereinlagen |
DE2017708A1 (de) * | 1970-04-14 | 1971-10-28 | Bork, Norbert, 2000 Hamburg | Plastikluftkörper als Bauelement für Betonbau |
SE351003B (de) * | 1970-08-11 | 1972-11-13 | Europ Eng Establishment | |
DE2107402A1 (de) * | 1971-02-16 | 1972-12-14 | Rheinhold & MaMa GmbH, 6800 Mannheim | Betondecken-Bauelement |
DE3031276A1 (de) * | 1980-08-19 | 1982-03-04 | Koch Gmbh Bau + Beton Kg, 7800 Freiburg | Fertigteilhohldeckenelement und verfahren zu seiner herstellung |
US4702048A (en) * | 1984-04-06 | 1987-10-27 | Paul Millman | Bubble relief form for concrete |
DK166462B1 (da) * | 1990-10-01 | 1993-05-24 | Joergen Breuning | Plant, dobbeltspaendt jernbetonhuldaek og fremgangsmaade til fremstilling heraf |
IT1264099B1 (it) * | 1993-03-26 | 1996-09-10 | Ondaplast Spa | Manufatti per la fabbricazione di solai con elementi scatolari di alleggerimento e solai realizzati con tali manufatti. |
IT1264998B1 (it) * | 1993-12-15 | 1996-10-17 | Florenzio Cappellato | Elemento di alleggerimento per solai e impalcati in conglomerato cementizio armato |
EP0924361A1 (de) * | 1997-12-18 | 1999-06-23 | Jorgen Lassen | Verfahren zur Herstellung einer bewehrten Betonstruktur und Bewehrung dafür |
-
1999
- 1999-06-09 DE DE19981047T patent/DE19981047D2/de not_active Expired - Fee Related
- 1999-06-09 DE DE59912529T patent/DE59912529D1/de not_active Expired - Lifetime
- 1999-06-09 AU AU46071/99A patent/AU4607199A/en not_active Abandoned
- 1999-06-09 WO PCT/EP1999/003983 patent/WO1999064696A1/de active Application Filing
- 1999-06-09 AU AU45105/99A patent/AU4510599A/en not_active Abandoned
- 1999-06-09 EP EP99927935A patent/EP1086281B1/de not_active Expired - Lifetime
- 1999-06-09 WO PCT/EP1999/003982 patent/WO1999064693A1/de active IP Right Grant
Also Published As
Publication number | Publication date |
---|---|
AU4510599A (en) | 1999-12-30 |
EP1086281A1 (de) | 2001-03-28 |
WO1999064693A1 (de) | 1999-12-16 |
AU4607199A (en) | 1999-12-30 |
WO1999064696A1 (de) | 1999-12-16 |
WO1999064693A9 (de) | 2000-02-10 |
DE59912529D1 (de) | 2005-10-13 |
DE19981047D2 (de) | 2001-09-13 |
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