EP0745169B1 - Bewehrungskörper für eine rippendecke aus gussbeton - Google Patents
Bewehrungskörper für eine rippendecke aus gussbeton Download PDFInfo
- Publication number
- EP0745169B1 EP0745169B1 EP95907500A EP95907500A EP0745169B1 EP 0745169 B1 EP0745169 B1 EP 0745169B1 EP 95907500 A EP95907500 A EP 95907500A EP 95907500 A EP95907500 A EP 95907500A EP 0745169 B1 EP0745169 B1 EP 0745169B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- reinforcement
- latticed
- basic
- reinforcing
- distribution
- 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
Images
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
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
- E04C5/0627—Three-dimensional reinforcements composed of a prefabricated reinforcing mat combined with reinforcing elements protruding out of the plane of the mat
- E04C5/0631—Reinforcing mats combined with separate prefabricated reinforcement cages or girders
Definitions
- the invention relates to a reinforcement body for a Ribbed ceiling made of cast concrete, with at least one between one Basic reinforcement and a distribution reinforcement arranged, displacement bodies consisting in particular of foam, which is adjacent to cavities to form the stiffening ribs and by means of the basic reinforcement with the distribution reinforcement in selectable distance to a dimensionally stable unit connecting Landing wires fixed immovably between the reinforcements is, additional shear reinforcement elements in the rib cavities according to the structural requirements of the rib ceiling are arranged, and each displacement body Part of an independent grid body with a basic reinforcement part and a distribution reinforcement.
- the object of the invention is the reinforcement body in such a way to further train that it is already prefabricated in the manufacturing plant can be, so that he is building a ribbed ceiling from several Reinforcement bodies on site easier and larger Spans allowed without assembly submission.
- the reinforcement body is characterized in that the lattice body on a basic reinforcement is arranged, which together with the Basic reinforcement part of the lattice body and parts of the shear reinforcement elements embedded in an element plate made of cast concrete is, and being on the distribution reinforcement of the lattice body or at least one of several lattice bodies parallel to one another the ribbed hollow concrete top belt with selectable Length, width and height is arranged in the middle.
- the invention ensures that the reinforcement body be built from machine-made lattice bodies can, the number of which is chosen depending on the requirements, so that a modular structure is possible. By using it of prefabricated lattice bodies becomes an extremely rational one Manufacturing guaranteed.
- the rib cavities each with one on the base reinforcement arranged lattice girder, one upper chord, two lower chords as well as diagonally between the top flange and the bottom flange zigzag and connecting them Has infill wires and one up to the distribution reinforcement of the lattice body or the lattice body reaching or smaller height. This way, it becomes simple achieved high strength reinforcement.
- the basic reinforcement is constructed in a constructively advantageous manner from a reinforcement mesh mat that is perpendicular to each other running, welded longitudinal and transverse wires having.
- the width is Concrete top chords smaller than the width of the respective lattice body, preferably half the grid body width.
- each lattice body on a rectangular base and the rib cavities run parallel to the longitudinal extension of the Lattice body.
- the reinforcement body preferably has two lattice bodies 1 rectangular base on the base reinforcement 2 are arranged such that they the two lattice bodies 1 protrudes laterally.
- the basic reinforcement 2 preferably consists from a reinforcement mesh mat perpendicular to each other running, welded longitudinal and transverse wires, where the wire diameter as well as the line wire and cross wire distances according to the static requirements for the reinforcement body are selected.
- the length of the basic reinforcement 2 corresponds to the length of the lattice body 1.
- Each grid body 1 has a basic reinforcement part 3 and a distributor reinforcement 4, which are expediently flush on all sides.
- the basic reinforcement part 3 and the distribution reinforcement 4 consist of reinforcement mesh, each consisting of vertical mutually extending, welded longitudinal and cross wires are formed, the dimensions of the reinforcement mesh according to the static requirement the reinforcement body are selected.
- the basic reinforcement part 3 and the distribution reinforcement 4 are connected to each other by web wires 5, which between the correspondingly aligned longitudinal wires of the basic reinforcement part 3 and the distribution reinforcement 4 run and with these are welded.
- a connection correspondingly aligned Cross wires of the basic reinforcement part 3 and the distribution reinforcement 4 with the help of the bridge wires 5 is within the scope of the invention also possible.
- the distance of the basic reinforcement part 3 to Distribution reinforcement 4 and thus the length of the web wires 5 freely selectable and each at the height of the with the help of the reinforcement body customizable ceiling plate.
- the expedient Light material such as polystyrene, and it allows save concrete in the ribbed ceiling to be produced and thereby reducing their weight.
- the web wires 5 penetrate the displacement body 6 and are alternately diagonally opposite to each other in the form of a Truss arranged. With this arrangement, the bridge wires are 5 enables the displacer 6 in its position in To fix grid body 1 exactly and also parallel and perpendicular to the longitudinal wires of the basic reinforcement part 3 and the shear reinforcement 4 acting on the lattice body 1 to record.
- the lattice body 1 is based on the basic reinforcement 2 lateral distance from each other so that a central, parallel to the longitudinal extent of the lattice body 1 Rib cavity 7 with a predetermined width is formed. Due to the lateral protrusion of the basic reinforcement 2 over the Lattice body 1 are lateral, parallel to the longitudinal extent the grid body 1 extending rib cavities 7 'are formed.
- the rib cavities 7,7 'are when using the Reinforcement body for the production of a rib ceiling with in-situ concrete poured out and thus form the stiffening ribs of the Rib blanket.
- the width of the rib cavities 7, 7 'must therefore be chosen according to the static requirements that placed on the stiffening ribs of the rib ceiling to be produced become.
- the width of the side protrusions and thus the width of the lateral rib cavities 7 'becomes additional determined by the fact that the joint between abutting reinforcement bodies be covered with a joint reinforcement mat that can only be added later when the reinforcement body is installed is to be inserted at the construction site.
- each lattice girder 8, 8 ' consists of an upper chord 9, two lower chords 10 and diagonally between the Upper chord 9 and the lower chords 10 running zigzag and these interconnecting infill wires 11. Die Dimensions of the upper chord 9, the lower chords 10 and the infill wires 11 are according to the static requirements selectable for the reinforcement of the rib cavities 7, 7 '.
- the height of the lattice girders 8, 8 ' is chosen such that the top chords 9 of all lattice girders 8, 8 'each with the distributor reinforcements 4 the grid body 1 are aligned; however, it can also be smaller.
- the lattice girders 8, 8 ' in particular in the area of the lower chords 10 with additional reinforcement elements, for example in the form of individual bars reinforce.
- the lattice girders 8, 8 'and the lattice body 1 each stand on the basic reinforcement 2 and are only for the sake of simpler representation shown in the figure at a distance.
- the lower chords 10 of the lattice girders 8, 8 'and the basic reinforcements 3 of the lattice body 1 can be fastened with the aid of suitable fastening elements, such as. Brackets or wire, with which corresponding wires of the basic reinforcement 2 are firmly connected, so that slipping of the lattice girders 8, 8 'and the lattice body 1 during further processing of the reinforcement body is avoided.
- the reinforcement body is made of an element plate 12 Concrete provided, the concrete layer, the basic reinforcement 2, the basic reinforcements 3 of the lattice body 1 and the lower chords 10 the lattice girder 8, 8 'must be fully embedded.
- the reinforcement body When manufacturing the reinforcement body are usually first the basic reinforcement 2, the lattice body 1 and the lattice girders 8, 8 'positioned in a formwork frame and then the element plate 12 is cast. As part of However, according to the invention it is also possible to use the element plate 12 First pour from flow concrete and in a subsequent one Work in the still soft flow concrete the basic reinforcement 2, the basic reinforcements 3 of the lattice body 1 and the lattice girders 8, 8 '.
- each lattice body 1 there is a parallel to the rib cavities 7, 7 'running concrete upper flange 13 attached in the middle, whose length, width and height are freely selectable, whereby the width is smaller than the width of the grid body 1 and expediently half the width of the grid body 1.
- the concrete upper chords 13 additionally stiffen the reinforcement body and allow when building a ribbed ceiling with the help of Reinforcement body according to the invention a substantial increase the assembly support span and thus a saving on assembly support.
- the formwork strips 14 are comb-like, so that they reach into the mesh of the distribution reinforcement 4 and be fixed in position by the distributor reinforcement 4.
- the formwork strips 14 extend to the upper surface of the Displacement body 6 and thus limit the upper concrete flange 13 laterally.
- straight shuttering strips that just rest on the distribution reinforcement 4 and with this, for example are connected by wire. In this case can cause the concrete to flow out slightly to the side the manufacture of the upper concrete belt 13 in the area between the Distribution reinforcement 4 and the displacement body 6 are not prevented become. However, this flowing out is not critical and is due to the preferably small distance 13 to 20 mm between the distributor reinforcement 4 and the displacement body 6 kept within limits.
- every lattice body can be provided with a concrete upper belt; however, it should be sure that the distribution of the concrete top chord over the entire reinforcement body is symmetrical.
- the rib cavities can also by other shear reinforcement elements, such as for example shear reinforcement stirrups.
- the basic reinforcement can finally also within the scope of the invention individual correspondingly arranged reinforcing bars.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Reinforcement Elements For Buildings (AREA)
- Working Measures On Existing Buildindgs (AREA)
Description
Claims (8)
- Bewehrungskörper für eine Rippendecke aus Gußbeton, mit zumindest einem zwischen einer Grundbewehrung (3) und einer Verteilerbewehrung (4) angeordneten, insbesondere aus Schaumstoff bestehenden Verdrängungskörper (6), der an Hohlräume zur Bildung der Aussteifungsrippen angrenzt und mittels die Grundbewehrung (3) mit der Verteilerbewehrung (4) in wählbarem Abstand zu einer formstabilen Einheit verbindenden Stegdrähten (5) unverrückbar zwischen den Bewehrungen festgelegt ist, wobei in den Rippenhohlräumen (7, 7') zusätzliche Schubbewehrungselemente (8, 8') entsprechend den statischen Erfordernissen der Rippendecke angeordnet sind, und wobei jeder Verdrängungskörper (6) Teil eines selbständigen Gitterkörpers (1) mit einem Grundbewehrungsteil (3) und einer Verteilerbewehrung (4) ist, dadurch gekennzeichnet, daß der Gitterkörper (1) auf einer Basisbewehrung (2) angeordnet ist, die gemeinsam mit dem Grundbewehrungsteil (3) des Gitterkörpers (1) und Teilen der Schubbewehrungselemente (8; 8') in eine Elementplatte (12) aus Gußbeton eingebettet ist, und wobei auf der Verteilerbewehrung (4) des Gitterkörpers (1) bzw. zumindest eines von mehreren Gitterkörpern ein parallel zu den Rippenhohlräumen (7, 7') verlaufender Betonobergurt (13) mit wählbarer Länge, Breite und Höhe mittig angeordnet ist.
- Bewehrungskörper nach Anspruch 1, dadurch gekennzeichnet, daß die Rippenhohlräume (7, 7') jeweils mit einem auf der Basisbewehrung (2) angeordneten Gitterträger (8, 8') bewehrt sind, der einen Obergurt (9), zwei Untergurte (10) sowie diagonal zwischen dem Obergurt (9) und den Untergurten (10) zickzackförmig verlaufende und diese miteinander verbindende Ausfachungsdrähte (11) aufweist und eine bis zu der Verteilerbewehrung (4) des Gitterkörpers (1) bzw. der Gitterkörper (1) reichende oder kleinere Höhe hat.
- Bewehrungskörper nach Anspruch 2, dadurch gekennzeichnet, daß zumindest ein Gitterträger (8, 8') mit Zusatzbewehrungselementen, vorzugsweise im Bereich der Untergurte (10), verstärkt ist.
- Bewehrungskörper nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, daß die Basisbewehrung (2) aus einer Bewehrungsgittermatte besteht, die senkrecht zueinander verlaufende, miteinander verschweißte Längs- und Querdrähte aufweist.
- Bewehrungskörper nach einem der Ansprüche 1 bis 4, dadurch gekennzeichnet, daß die Breite der Betonobergurte (13) kleiner als die Breite des jeweiligen Gitterkörpers (1), vorzugsweise die Hälfte der Gitterkörperbreite ist.
- Bewehrungskörper nach einem der Ansprüche 1 bis 5, dadurch gekennzeichnet, daß bei Vorhandensein mehrerer Gitterkörper jeder Gitterkörper (1) eine rechteckige Grundfläche aufweist und daß die Rippenhohlräume (7, 7') parallel zur Längserstreckung der Gitterkörper (1) verlaufen.
- Bewehrungskörper nach einem der Ansprüche 1 bis 6, dadurch gekennzeichnet, daß alle Schubbewehrungselemente (8, 8') und/oder jeder Gitterkörper (1) mit der Basisbewehrung (2) fest verbunden sind.
- Bewehrungskörper nach einem der Ansprüche 1 bis 7, dadurch gekennzeichnet, daß die Beronobergurte (13) durch kammartig ausgebildete, in die Maschen der Verteilerbewehrung (4) greifende Schalungsleisten (14) allseitig begrenzt sind.
Applications Claiming Priority (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT0032094A AT407411B (de) | 1994-02-17 | 1994-02-17 | Bewehrungskörper für eine rippendecke aus gussbeton |
AT320944 | 1994-02-17 | ||
AT3209/44 | 1994-02-17 | ||
PCT/AT1995/000026 WO1995022669A1 (de) | 1994-02-17 | 1995-02-06 | Bewehrungskörper für eine rippendecke aus gussbeton |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0745169A1 EP0745169A1 (de) | 1996-12-04 |
EP0745169B1 true EP0745169B1 (de) | 2001-07-04 |
Family
ID=3487454
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP95907500A Expired - Lifetime EP0745169B1 (de) | 1994-02-17 | 1995-02-06 | Bewehrungskörper für eine rippendecke aus gussbeton |
Country Status (5)
Country | Link |
---|---|
EP (1) | EP0745169B1 (de) |
AT (2) | AT407411B (de) |
DE (1) | DE59509384D1 (de) |
WO (1) | WO1995022669A1 (de) |
ZA (1) | ZA951011B (de) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103031952A (zh) * | 2012-12-27 | 2013-04-10 | 沈阳易筑建材经销有限公司 | 装配式免支撑预制带肋轻质叠合楼板的制作方法 |
Families Citing this family (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
IT1290725B1 (it) * | 1997-02-18 | 1998-12-10 | Claudio Bernardinis | Traliccio metallico combinabile a rete metallica elettrosaldata |
CN102400510B (zh) * | 2011-10-28 | 2014-06-11 | 王本淼 | 一种采用钢筋泡沫组合填充构件制作的空腹楼盖 |
CN102995807A (zh) * | 2012-12-27 | 2013-03-27 | 沈阳易筑建材经销有限公司 | 装配式免支撑预制带肋轻质叠合楼板 |
CN102995804A (zh) * | 2012-12-27 | 2013-03-27 | 沈阳易筑建材经销有限公司 | 有效减轻预制装配式叠合楼板自重的方法 |
NL2010779C2 (nl) * | 2013-05-08 | 2014-11-13 | Jawiho B V | Vloerplaat, werkwijze voor de vervaardiging van een vloerplaat en werkwijze en gebruik van een dergelijke vloerplaat voor het vormen van een vloer in een bouwwerk zoals een gebouw. |
CN109707087B (zh) * | 2019-02-24 | 2021-08-03 | 东北石油大学 | 带暗梁的大跨隔音组合板楼盖体系及其施工方法 |
Family Cites Families (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AT246962B (de) * | 1964-04-21 | 1966-05-10 | Wilhelm Dipl Ing Hasslinger | Fertigteilplatte und Verfahren zur Herstellung einer Fertigteilplatte |
SE403640B (sv) * | 1976-06-24 | 1978-08-28 | Thoren Torgny | Byggelement |
FR2399514A2 (fr) * | 1976-08-12 | 1979-03-02 | Joannes Andre | Panneau de construction prefabrique et procede de fabrication |
FR2499612B1 (fr) * | 1981-02-09 | 1986-05-30 | Sambuchi Boisbluche & Cie | Element de construction a vide d'air interieur, destine notamment a la fabrication des murs exterieurs d'une maison d'habitation |
EP0066647B1 (de) * | 1981-05-18 | 1984-11-28 | Carl, Heinz, Ing.grad. | Bauplatte |
US4505019A (en) * | 1983-03-02 | 1985-03-19 | Deinzer Dietrich F | Method of forming construction panel |
FR2577257B1 (fr) * | 1985-02-13 | 1988-04-15 | Goulet Jean Yves | Plancher isolant |
GB2196660B (en) * | 1986-10-29 | 1991-06-26 | Shimizu Construction Co Ltd | Wire mesh truss used as building wall element |
AT396274B (de) * | 1991-04-23 | 1993-07-26 | Avi Alpenlaendische Vered | Bewehrungskoerper fuer eine deckenplatte |
AT398218B (de) | 1993-01-12 | 1994-10-25 | Avi Alpenlaendische Vered | Deckenkonstruktion und verfahren zum herstellen derselben |
-
1994
- 1994-02-17 AT AT0032094A patent/AT407411B/de not_active IP Right Cessation
-
1995
- 1995-02-06 DE DE59509384T patent/DE59509384D1/de not_active Expired - Fee Related
- 1995-02-06 EP EP95907500A patent/EP0745169B1/de not_active Expired - Lifetime
- 1995-02-06 WO PCT/AT1995/000026 patent/WO1995022669A1/de active IP Right Grant
- 1995-02-06 AT AT95907500T patent/ATE202822T1/de not_active IP Right Cessation
- 1995-02-08 ZA ZA951011A patent/ZA951011B/xx unknown
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103031952A (zh) * | 2012-12-27 | 2013-04-10 | 沈阳易筑建材经销有限公司 | 装配式免支撑预制带肋轻质叠合楼板的制作方法 |
CN103031952B (zh) * | 2012-12-27 | 2016-03-16 | 沈阳易筑建材经销有限公司 | 装配式免支撑预制带肋轻质叠合楼板的制作方法 |
Also Published As
Publication number | Publication date |
---|---|
ATE202822T1 (de) | 2001-07-15 |
AT407411B (de) | 2001-03-26 |
WO1995022669A1 (de) | 1995-08-24 |
ZA951011B (en) | 1995-10-19 |
ATA32094A (de) | 2000-07-15 |
EP0745169A1 (de) | 1996-12-04 |
DE59509384D1 (de) | 2001-08-09 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
AT396274B (de) | Bewehrungskoerper fuer eine deckenplatte | |
DE69622036T2 (de) | Betonstahlbauelemente | |
EP1568827A1 (de) | Verfahren und Hilfsmittel zur Herstellung von Betonteilen, insbesondere von Betonhalbzeug und/oder von Betondecken sowie Hilfsmittel zur Herstellung von Betondecken | |
AT411474B (de) | Verfahren und vorrichtung zum herstellen eines fertigteilelementes aus gussbeton | |
EP0745169B1 (de) | Bewehrungskörper für eine rippendecke aus gussbeton | |
AT398218B (de) | Deckenkonstruktion und verfahren zum herstellen derselben | |
EP1669505A1 (de) | Stahlverbundträger mit brandgeschütztem Auflager für Deckenelemente | |
EP0023042B1 (de) | Vorgefertigtes Deckenelement für Gebäudedecken | |
EP0936320B1 (de) | Betonbauelement | |
EP0811731B1 (de) | Deckenkonstruktion und Deckenelement | |
EP0339018A1 (de) | Gitterträger für die Herstellung von teilweise vorgefertigten Stahlbetondecken | |
DE4006529A1 (de) | Hohldecke aus deckenhohlplatten und unterzuegen | |
EP0062687B1 (de) | Teilfertiges Rippendeckenelement | |
DE2014558A1 (de) | Fertigdeckenteil und Verfahren zur Herstellung einer Stahlbeton-Massivdecke | |
DE2246441A1 (de) | Gebaeudekonstruktion | |
DE3933392A1 (de) | Selbsttragende aufgeloeste bauplatte | |
EP1528173A2 (de) | Vorgespannte Flachdecke mit Hohldeckenplatten | |
DE1916904A1 (de) | Verbunddecke | |
DE3322517A1 (de) | Vorgefertigte decken- und wandelemente | |
AT215128B (de) | Verfahren zur Herstellung von zweischaligen Decken u. dgl. Tragwerken | |
DE2035372A1 (de) | Verfahren und Schalform zum Ein schalen von Bau bzw Tragwerksteilen aus Beton oder Stahlbeton | |
EP0757140A1 (de) | Treppenschalung | |
DE8318154U1 (de) | Vorgefertigtes Decken- und Wandelement | |
DE3347391A1 (de) | Vorgefertigtes decken- und wandelement | |
DE1277536B (de) | Vorgefertigter Balken, Traeger oder sonstiger Bauteil aus geteilten Hohlsteinen, die durch Moertel oder Beton und eine Bewehrung miteinander verbunden sind |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
17P | Request for examination filed |
Effective date: 19960816 |
|
AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): AT CH DE LI |
|
17Q | First examination report despatched |
Effective date: 19990806 |
|
GRAG | Despatch of communication of intention to grant |
Free format text: ORIGINAL CODE: EPIDOS AGRA |
|
GRAG | Despatch of communication of intention to grant |
Free format text: ORIGINAL CODE: EPIDOS AGRA |
|
GRAH | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOS IGRA |
|
GRAH | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOS IGRA |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): AT CH DE LI |
|
REF | Corresponds to: |
Ref document number: 202822 Country of ref document: AT Date of ref document: 20010715 Kind code of ref document: T |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: EP |
|
REF | Corresponds to: |
Ref document number: 59509384 Country of ref document: DE Date of ref document: 20010809 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LI Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20020228 Ref country code: CH Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20020228 |
|
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 |
|
26N | No opposition filed | ||
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: AT Payment date: 20030228 Year of fee payment: 9 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 20030429 Year of fee payment: 9 |
|
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: 20040206 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: DE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20040901 |