DE10047283C1 - Building wall panel manufacturing method has foam panels fitted between hoops projecting from first reinforced concrete shell before embedding ends of hoops in second reinforced concrete shell - Google Patents
Building wall panel manufacturing method has foam panels fitted between hoops projecting from first reinforced concrete shell before embedding ends of hoops in second reinforced concrete shellInfo
- Publication number
- DE10047283C1 DE10047283C1 DE10047283A DE10047283A DE10047283C1 DE 10047283 C1 DE10047283 C1 DE 10047283C1 DE 10047283 A DE10047283 A DE 10047283A DE 10047283 A DE10047283 A DE 10047283A DE 10047283 C1 DE10047283 C1 DE 10047283C1
- Authority
- DE
- Germany
- Prior art keywords
- shell
- hoops
- concrete
- reinforced concrete
- concrete shell
- 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 - Fee Related
Links
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
- B28B19/00—Machines or methods for applying the material to surfaces to form a permanent layer thereon
- B28B19/003—Machines or methods for applying the material to surfaces to form a permanent layer thereon to insulating material
-
- 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
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
- B28B23/028—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members for double - wall articles
-
- 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
- E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
- E04B1/161—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with vertical and horizontal slabs, both being partially cast in situ
-
- 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
- E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
- E04C2/284—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating
- E04C2/288—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and concrete, stone or stone-like material
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8611—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf
- E04B2/8617—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf with spacers being embedded in both form leaves
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Structural Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Electromagnetism (AREA)
- Physics & Mathematics (AREA)
- Manufacturing & Machinery (AREA)
- Reinforcement Elements For Buildings (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
- Panels For Use In Building Construction (AREA)
- Devices For Post-Treatments, Processing, Supply, Discharge, And Other Processes (AREA)
Abstract
Description
Die Erfindung betrifft ein Verfahren zum Herstellen eines Wandfertigteils, welches zwei bewehrte Betonschalen aufweist, die über bewehrte Leisten miteinander verbunden sind.The invention relates to a method for producing a prefabricated wall, which two has reinforced concrete shells that are connected to each other via reinforced strips.
Die DE 195 21 262 C2 beschreibt ein Verfahren, nach welchem eine erste bewehrte Betonschale hergestellt wird, zusammen mit parallel zueinander verlaufenden Leisten, bei welchen die Spitzen von Stabträgern über die Betonleisten überstehen. Nach dem Aushärten der ersten Schale und der Leisten wird die erste Schale um 180° gedreht und auf eine zweite bewehrte Betonschale so aufgesetzt, daß die Spitzen der V-förmigen Stabträger in den Beton der zweiten Schale eindringen. Auf diese Weise entstehen zwischen den Leisten und den beiden Betonschalen Kammern. In diese Kammern kann Ortbeton eingebracht werden oder sie können mit einem Kunststoff ausgeschäumt werden.DE 195 21 262 C2 describes a method according to which a first reinforced one Concrete shell is produced, together with strips running parallel to each other, at which the tips of rod supports protrude over the concrete slats. After curing the first shell and the last, the first shell is rotated by 180 ° and onto a second Reinforced concrete shell placed so that the tips of the V-shaped beam in the concrete penetrate the second shell. In this way, between the last and the two concrete shell chambers. In-situ concrete can be placed in these chambers or they can be foamed with a plastic.
Nach der AT 396 274 wird ein Bewehrungskörper hergestellt, der eine Grundbewehrung und eine Verteilerbewehrung aufweist, die über Stegdrähte miteinander verbunden sind. Hierbei wird zuerst die Grundbewehrung hergestellt, an welcher die Stegdrähte befestigt werden. Auf die Stegdrähte werden Platten aus geschäumten Kunststoff aufgesetzt und sodann mit den Stegdrähten die Verteilerbewehrung verbunden. Zwischen den Schaumstoffplatten können zwischen den beiden Bewehrungen V-förmige Stabträger vorgesehen sein. Es wird eine die Grundbewehrung aufweisende erste Schale betoniert und sodann eine die Verteilerbewehrung aufweisende zweite Schale, zusammen mit den Leisten zwischen den Kunststoffplatten. Das so gefertigte Bauteil findet als Deckenplatte Verwendung.According to AT 396 274, a reinforcement body is manufactured that has a basic reinforcement and has a distributor reinforcement, which are connected to one another via web wires. Here First the basic reinforcement is made, to which the bridge wires are attached. On the bridge wires are placed on foamed plastic plates and then with the Bridge wires connected the distributor reinforcement. Can between the foam sheets V-shaped rod supports can be provided between the two reinforcements. It will be the one The first shell with basic reinforcement is concreted and then the distribution reinforcement second shell, together with the strips between the plastic plates. The component manufactured in this way is used as a ceiling tile.
Es besteht die Aufgabe, ein solches Wandfertigteil herzustellen, das leicht herstellbar und transportierbar ist.It is the task to produce such a prefabricated wall that is easy to manufacture and is transportable.
Gelöst wird diese Aufgabe mit den Merkmalen des Anspruches 1. Vorteilhafte Ausgestaltungen sind den Unteransprüchen entnehmbar.This problem is solved with the features of claim 1. Advantageous Refinements can be found in the subclaims.
Nach dem Aushärten des Betons der zweiten Schale kann das Fertigteil bei senkrecht verlaufenden Bügelreihen aufgestellt werden und können die Bügelreihen zwischen den Plattenrändern mit Ortbeton vergossen werden. Dabei können in die senkrecht verlaufenden Bügelreihen senkrecht verlaufende Armierungsstäbe eingebracht werden, und es können die Armierungsstäbe in die Bügelreihen von übereinander angeordneten Fertigteilen diese überbrückend eingebracht werden.After the concrete of the second shell has hardened, the finished part can be turned vertically extending rows of brackets can be set up and the rows of brackets between the Slab edges are poured with in-situ concrete. It can be in the vertical Rows of reinforcement bars running vertically can be inserted, and the Reinforcing bars in the stirrup rows of precast elements arranged one above the other bridging.
Ausführungsbeispiele werden nachfolgend anhand der Zeichnungen näher erläutert. Es zeigen:Exemplary embodiments are explained in more detail below with reference to the drawings. It demonstrate:
Fig. 1A und 1B Schnitte durch das Wandfertigteil zur Erläuterung der Verfahrensschritte; . 1A and 1B are sections through the wall panel for explaining the method steps;
Fig. 2 einen Schnitt durch ein Gebäude, hergestellt aus nach dem Verfahren gefertigten Wandfertigteilen; und2 shows a section through a building made from by the method made wall panels. and
Fig. 3 eine Darstellung des Zusammenfügens der Wandfertigteile zur Herstellung eines Gebäudes. Fig. 3 is an illustration of the assembly of the prefabricated wall for the production of a building.
Gemäß Fig. 1A werden an einer ersten Längs- und Querbewehrung 1 Reihen von U- förmigen Bügeln 2 befestigt. Im dargestellten Beispiel sind zwei Reihen 3, 4 vorhanden. Nunmehr wird eine erste Betonschale 5 betoniert, die die erste Längs- und Querbewehrung 1 enthält und die unteren Enden der Bügel 2 umschließt. Auf diese erste Betonschale 5 werden Platten 6, 7 eines geschäumten Kunststoffes bevorzugt der Marke Styropor aufgelegt, bevor der Beton der Schale 5 abgebunden hat. Auf diese Weise wird ein Verbund zwischen den Platten 6, 7 und der Schale 5 erreicht. Der Verbund kann auch durch Kleben erreicht werden. Die Plattenränder 8, 9 verlaufen im Abstand zu den Seitenschenkeln der Bügel 2. Die Dicke der Platten 6, 7 ist geringer als die Höhe der Seitenschenkel der Bügel 2, so daß die Enden der Bügel 2 über die Oberfläche 10 der Platten 6, 7 überstehen. An den Enden der Bügel 2 im Abstand zur Oberfläche 10 wird eine zweite Längs- und Querbewehrung 11 befestigt. Die Längs- und Querbewehrungen 1, 11 können auch über die Bügel 2 miteinander verbunden werden, bevor die Schale 5 gegossen wird. Die Platten 6, 7 müssen dann nach dem Fertigen der Schale 5 seitlich zwischen der Schale 5 und der Bewehrung 11 eingeschoben werden.According to Fig. 1A 1 rows of U-shaped brackets 2 are attached to a first longitudinal and transverse reinforcement. In the example shown there are two rows 3 , 4 . Now a first concrete shell 5 is concreted, which contains the first longitudinal and transverse reinforcement 1 and encloses the lower ends of the bracket 2 . Slabs 6 , 7 of a foamed plastic, preferably of the Styrofoam brand, are placed on this first concrete shell 5 before the concrete of the shell 5 has set. In this way, a bond between the plates 6 , 7 and the shell 5 is achieved. The bond can also be achieved by gluing. The plate edges 8 , 9 run at a distance from the side legs of the bracket 2 . The thickness of the plates 6 , 7 is less than the height of the side legs of the bracket 2 , so that the ends of the bracket 2 protrude beyond the surface 10 of the plates 6 , 7 . At the ends of the bracket 2 at a distance from the surface 10 , a second longitudinal and transverse reinforcement 11 is attached. The longitudinal and transverse reinforcements 1 , 11 can also be connected to one another via the brackets 2 before the shell 5 is cast. The plates 6 , 7 must then be inserted laterally between the shell 5 and the reinforcement 11 after the shell 5 has been produced.
Nach dem Aushärten des Betons der Schale 5 wird das so erhaltene Bauteil um 180° in die Stellung nach Fig. 1B gedreht. Es wird nunmehr eine zweite die Bewehrung 11 enthaltene Schale 12 hergestellt, in welche auch die Enden der Bügel 2 eintauchen. Auf diese Weise wird nach dem Aushärten des Betons der zweiten Schale 12 ein Fertigbauteil erhalten, das eine erste die Bewehrung 1 aufweisende Schale 5 und eine zweite die Bewehrung 11 aufweisende Schale 12 umfaßt, wobei die Schalen 5, 12 über die Platten 6, 7 und die Bügel 2 miteinander verbunden sind. Die Seitenschenkel der Bügel 2 verlaufen durch zueinander parallele Kanäle 13, welche durch die Schalen 5, 12 und die Ränder 8, 9 begrenzt sind.After the concrete of the shell 5 has hardened, the component thus obtained is rotated through 180 ° into the position according to FIG. 1B. A second shell 12 containing the reinforcement 11 is now produced, into which the ends of the stirrups 2 are also immersed. In this way, after the concrete of the second shell 12 has hardened, a prefabricated component is obtained which comprises a first shell 5 having the reinforcement 1 and a second shell 12 having the reinforcement 11 , the shells 5 , 12 via the plates 6 , 7 and the brackets 2 are interconnected. The side legs of the stirrups 2 run through mutually parallel channels 13 , which are delimited by the shells 5 , 12 and the edges 8 , 9 .
Das Wandfertigbauteil kann somit zur Baustelle transportiert werden und wird dort so aufgestellt, daß die Kanäle 13 senkrecht verlaufen. Die Kanäle 13 werden nunmehr mit Ortbeton ausgegossen. In die Kanäle 13 können Armierungsstäbe 14 eingesetzt werden, welche zwischen zwei aufeinandergesetzten Wandfertigteilen verlaufen. Gleiches gilt für die Knotenpunkte zwischen benachbarten Wandfertigteilen, die ebenfalls mit Ortbeton ausgefüllt werden.The prefabricated wall component can thus be transported to the construction site and is set up there so that the channels 13 run vertically. The channels 13 are now poured with in-situ concrete. Reinforcing bars 14 can be inserted into the channels 13 and run between two prefabricated wall parts. The same applies to the nodes between adjacent prefabricated wall parts, which are also filled with in-situ concrete.
Dient das Wandfertigteil als Außenwand, dann kann auf die außenseitige Schale eine Isolierung aufgebracht werden, die bevorzugt aus Platten 15 aus geschäumtem Kunststoff bestehen.If the prefabricated wall serves as an outer wall, then insulation can be applied to the outer shell, which preferably consists of plates 15 made of foamed plastic.
Claims (3)
- a) Herstellen einer ersten Betonschale (5), die eine erste Längs- und Querbewehrung (1) und in Reihen (3, 4) angeordnet, mit der ersten Bewehrung (1) verbundene Bügel (2) aufweist, die aus der ersten Schale (5) ragen;
- b) Aufbringen von Platten (6, 7) aus geschäumtem Kunststoff zwischen den Bügelreihen (3, 4) und Herstellen eines Verbunds mit dem Beton der ersten Schale (5), wobei Platten (6, 7) mit einer Dicke verwendet werden, die geringer ist als die Höhe der Bügel (2);
- c) Befestigen einer zweiten Längs- und Querbewehrung (11) an den über die Plattenoberfläche (10) überstehenden Teilen der Bügel (2);
- d) Wenden des so erhaltenen Bauteils, wenn der Beton der ersten Schale (5) ausgehärtet ist;
- e) Eintauchen der Bügelenden und der zweiten Bewehrung (11) in den Beton einer zweiten Schale (12), bis die Plattenoberfläche (10) in Kontakt kommt mit dem Beton der zweiten Schale (12).
- a) preparing a first concrete shell (5) having a first longitudinal and transverse reinforcement (1) and arranged in rows (3, 4), with the first reinforcement (1) bow (2) connected, from the first shell ( 5 ) protrude;
- b) application of plates ( 6 , 7 ) made of foamed plastic between the rows of brackets ( 3 , 4 ) and producing a bond with the concrete of the first shell ( 5 ), wherein plates ( 6 , 7 ) with a thickness that is less are used is as the height of the bracket ( 2 );
- c) attaching a second longitudinal and transverse reinforcement ( 11 ) to the parts of the brackets ( 2 ) projecting beyond the plate surface ( 10 );
- d) turning the component thus obtained when the concrete of the first shell ( 5 ) has hardened;
- e) immersing the temple ends and the second reinforcement ( 11 ) in the concrete of a second shell ( 12 ) until the plate surface ( 10 ) comes into contact with the concrete of the second shell ( 12 ).
Priority Applications (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE10047283A DE10047283C1 (en) | 2000-09-23 | 2000-09-23 | Building wall panel manufacturing method has foam panels fitted between hoops projecting from first reinforced concrete shell before embedding ends of hoops in second reinforced concrete shell |
EP01117057A EP1190826B1 (en) | 2000-09-23 | 2001-07-13 | Production process of a prefabricated wall element |
AT01117057T ATE284774T1 (en) | 2000-09-23 | 2001-07-13 | METHOD FOR PRODUCING A PRECAST WALL PART |
DE50104818T DE50104818D1 (en) | 2000-09-23 | 2001-07-13 | Method for producing a wall panel |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE10047283A DE10047283C1 (en) | 2000-09-23 | 2000-09-23 | Building wall panel manufacturing method has foam panels fitted between hoops projecting from first reinforced concrete shell before embedding ends of hoops in second reinforced concrete shell |
Publications (1)
Publication Number | Publication Date |
---|---|
DE10047283C1 true DE10047283C1 (en) | 2001-12-20 |
Family
ID=7657429
Family Applications (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DE10047283A Expired - Fee Related DE10047283C1 (en) | 2000-09-23 | 2000-09-23 | Building wall panel manufacturing method has foam panels fitted between hoops projecting from first reinforced concrete shell before embedding ends of hoops in second reinforced concrete shell |
DE50104818T Expired - Fee Related DE50104818D1 (en) | 2000-09-23 | 2001-07-13 | Method for producing a wall panel |
Family Applications After (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DE50104818T Expired - Fee Related DE50104818D1 (en) | 2000-09-23 | 2001-07-13 | Method for producing a wall panel |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP1190826B1 (en) |
AT (1) | ATE284774T1 (en) |
DE (2) | DE10047283C1 (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20130205704A1 (en) * | 2012-02-09 | 2013-08-15 | Tuscan StoneWorx USA, LLC | High flow nozzle spray devices, related methods, compositions, and structural insulated panels |
US9139473B2 (en) | 2012-02-09 | 2015-09-22 | Tuscan StoneWorx USA, LLC | Glass-fiber-reinforced concrete compositions and related methods |
US11248383B2 (en) | 2018-09-21 | 2022-02-15 | Cooper E. Stewart | Insulating concrete form apparatus |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103924533B (en) * | 2014-04-11 | 2016-06-29 | 苏州混凝土水泥制品研究院有限公司 | Track traffic safety station production system and production method |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AT396274B (en) * | 1991-04-23 | 1993-07-26 | Avi Alpenlaendische Vered | REINFORCEMENT BODY FOR A CEILING PANEL |
DE69112075T2 (en) * | 1990-10-24 | 1996-04-18 | Concrete Building Tech | METHOD FOR PRODUCING CONCRETE ELEMENTS. |
DE19521262C2 (en) * | 1995-06-10 | 1998-12-17 | Christa Gmbh & Co Kg | Method of making a building board |
DE19816279A1 (en) * | 1998-04-11 | 1999-10-14 | Ernst Riffel | Multi-element roof or ceiling plate for buildings |
DE19823387C2 (en) * | 1997-07-01 | 1999-11-11 | Bauer Alexander | Process for the production of a prefabricated wall for the construction of building walls |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
IT1209824B (en) * | 1980-10-03 | 1989-08-30 | Pittini Andrea | PROCEDURE FOR OBTAINING DOUBLE PLATES AND DEVICE SUITABLE FOR CARRYING OUT THIS PROCEDURE. |
-
2000
- 2000-09-23 DE DE10047283A patent/DE10047283C1/en not_active Expired - Fee Related
-
2001
- 2001-07-13 AT AT01117057T patent/ATE284774T1/en not_active IP Right Cessation
- 2001-07-13 DE DE50104818T patent/DE50104818D1/en not_active Expired - Fee Related
- 2001-07-13 EP EP01117057A patent/EP1190826B1/en not_active Expired - Lifetime
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE69112075T2 (en) * | 1990-10-24 | 1996-04-18 | Concrete Building Tech | METHOD FOR PRODUCING CONCRETE ELEMENTS. |
AT396274B (en) * | 1991-04-23 | 1993-07-26 | Avi Alpenlaendische Vered | REINFORCEMENT BODY FOR A CEILING PANEL |
DE19521262C2 (en) * | 1995-06-10 | 1998-12-17 | Christa Gmbh & Co Kg | Method of making a building board |
DE19823387C2 (en) * | 1997-07-01 | 1999-11-11 | Bauer Alexander | Process for the production of a prefabricated wall for the construction of building walls |
DE19816279A1 (en) * | 1998-04-11 | 1999-10-14 | Ernst Riffel | Multi-element roof or ceiling plate for buildings |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20130205704A1 (en) * | 2012-02-09 | 2013-08-15 | Tuscan StoneWorx USA, LLC | High flow nozzle spray devices, related methods, compositions, and structural insulated panels |
US8863456B2 (en) * | 2012-02-09 | 2014-10-21 | Tuscan StoneWorx USA, LLC | Structural insulated panels |
US9139473B2 (en) | 2012-02-09 | 2015-09-22 | Tuscan StoneWorx USA, LLC | Glass-fiber-reinforced concrete compositions and related methods |
US9901888B2 (en) | 2012-02-09 | 2018-02-27 | Tuscan StoneWorx USA, LLC | High flow nozzle for fiber-reinforced concrete |
US11248383B2 (en) | 2018-09-21 | 2022-02-15 | Cooper E. Stewart | Insulating concrete form apparatus |
Also Published As
Publication number | Publication date |
---|---|
EP1190826B1 (en) | 2004-12-15 |
EP1190826A3 (en) | 2003-07-23 |
ATE284774T1 (en) | 2005-01-15 |
EP1190826A2 (en) | 2002-03-27 |
DE50104818D1 (en) | 2005-01-20 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
8100 | Publication of patent without earlier publication of application | ||
D1 | Grant (no unexamined application published) patent law 81 | ||
8364 | No opposition during term of opposition | ||
8339 | Ceased/non-payment of the annual fee |