EP0826848B1 - Vorrichtung zur konzentrierten Krafteinleitung in Beton - Google Patents
Vorrichtung zur konzentrierten Krafteinleitung in Beton Download PDFInfo
- Publication number
- EP0826848B1 EP0826848B1 EP97114472A EP97114472A EP0826848B1 EP 0826848 B1 EP0826848 B1 EP 0826848B1 EP 97114472 A EP97114472 A EP 97114472A EP 97114472 A EP97114472 A EP 97114472A EP 0826848 B1 EP0826848 B1 EP 0826848B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- concrete
- forces
- previous
- filled
- construction
- 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
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/08—Members specially adapted to be used in prestressed constructions
- E04C5/12—Anchoring devices
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
Definitions
- the invention relates to components with anchoring devices by open Niches with the concrete is toothed, whereby Glas- or Compressive forces and, if necessary, lateral forces are concentrated in steel and prestressed concrete structures can be initiated.
- the elements can be used for this purpose with conventional reinforcements or the most diverse special elements be connected or can also be part of a rigid special construction be, since they - in contrast to rod-shaped elements with circular Cross-section - also good for transfer due to its rectangular cross-sectional shape of bending moments and shear forces are suitable.
- the anchoring effect of the construction according to the invention can be significantly enhanced be formed by the edges of the recesses with Aufkantungen become. This creates additional contact surfaces compared to planar anchor elements for transferring compressive forces into the concrete.
- the anchor element is combined with a reinforcing bar, it can vary depending on the selected Assignment between rebar and anchor element during power transmission From the rod to anchor an offset moment arise. Due to the bending stiffness of the armature, it is possible for this offset moment by a couple of forces, the introduces the anchor element into the concrete, keeping it in balance.
- the anchor elements according to the invention can except with reinforcing bars also be combined with all conceivable surface or rod-shaped construction parts.
- rigid constructions can be in addition to normal forces and shear forces over the recesses and / or recesses as support forces in the concrete be directed.
- the device according to the invention is an anchor element, which is the introduction of force From tensile or compressive bars in the concrete with comparatively allows very short lengths and thus constructive for many applications and offers economic benefits.
- Essential is the possible utilization comparatively high concrete compressive stresses.
- the anchor elements are in usually equally well suited for the introduction of tensile or compressive forces. By the Full-surface embedding of the elements in the concrete can occur under compressive stress no stability problems arise.
- Figures 1 to 3 show a solution in which two reinforcing bars 1 with a common perforated plate anchors 2 are welded.
- the anchor element takes over the tensile or compressive force of the two rods and passes them essentially over the Face 3 or 3 a and the Lochleibungs vom the in this example circular recesses 4 each as compressive force in the concrete.
- FIG. 4 shows an anchor element with internal, continuous recess 5, the figure 5 with such inside, one-sided recess 6, the figure 6 another with internal, two-sided recesses 7 and Figure 7 an anchor element with the margins arranged recesses 8.
- FIG. 8 shows a longitudinal section of an anchoring device according to the invention, in which the edges of the recesses 9 are provided with upstands 10 are. These shapes can be made by casting or pressing or by in the recesses annular, small pipe sections welded become. Opposite anchoring elements with even surfaces This creates more pressure contact surfaces to the concrete, causing the anchoring effect the elements is significantly increased.
- Figures 9 to 11 show a variant in which a reinforcing rod 11 on one side is welded to an anchor element 12.
- the anchor element transmits the train or Compressive force substantially over the end face 13 and 13 a and above all over the Lochleibungs vom the in this example semicircular recesses 14 at the edges in the concrete.
- FIG. 12 shows with the plan view of a further variant that it for the planform or the cross section of the device according to the invention a great variety of design options.
- the anchor element 15 for example, a trapezoidal plan as well as recesses 16 and 17 in the interior and on the edges. In particular, at the edges also offer triangular Recesses on.
- FIG. 12 shows the arrangement for a tie-down anchor, Figure 13, however, the arrangement for a pressure anchorage.
- FIG. 14 shows a variant in which first the basic forms of FIGS. 1 and 9 were combined so that recesses 18 and 19 in the interior and at the edges available.
- This approximately sinusoidal shape first has the advantage that both in the anchoring element as well as in the concrete Notch effects are avoided. This will increase the carrying capacity of the anchor elements not only for static load, but also for dynamic influences increased.
- FIG. 14 Another essential advantage of the shaping according to FIG. 14 is that shown in FIG 15 shown sectional view: It can be chosen so low, that when cutting the anchor elements only for the inner recesses 18 Material waste is created.
- FIG. 16 shows one of numerous possible application examples rigid carrier 21 with z. B. rectangular cross section, the loads of the left Concrete member 22 via the expansion joint 23 to the right concrete part 24 transmitted got to. In order not to disturb the function of the expansion joint, it is within the left Concrete part mounted longitudinally displaceable in a sleeve 25. As a result of the power transmission the carrier receives a bending stress, each by a vertical Force pair is kept in balance. Due to the rectangular cross-sectional shape can transmit significantly larger forces at the same cost of materials be considered with a circular cross-section. Immediately to the right of the fugue arise downwardly directed support forces, at the right end of the carrier are the Forces directed upwards. In both places, the forces except the Surfaces additionally with the help of the rectangular recesses in this example 26 led into the concrete. The support length can thereby in the concreted part opposite a full-surface rod with the same carrying capacity chosen significantly shorter become.
- the illustrated carrier 21 may consist of a single element, of pairs or Also consist of several elements arranged one behind the other. If this with Intermediate gaps can be arranged, the power transmission surfaces between the girders and the concrete with comparatively high compressive stresses be charged.
- Figure 17 shows a supporting structure, which the loads and for the balance necessary Kragmoment a left illustrated reinforced concrete collar plate 27 on the thermally insulated joint 28 into the subsequent reinforced concrete structure 29 passes.
- the anchoring device can - As shown here - horizontally lying, or arranged vertically standing become.
- the tensile forces turn anchored in the concrete with an anchor element 30 according to the invention.
- the concrete is conventionally provided with reinforcement 32, with which the anchor element 30 may be welded.
- the rods 31 can connected via diagonal bars with a designated as a whole with 45 device be, which are arranged more deeply and for the reception and transmission of the occurring Bending pressure forces and shear forces is set up.
- a device according to the invention is shown, the loads the reinforced concrete element 34 receives and a bearing plate 35 on a support structure 36 delivers.
- the resulting offset torque is determined by a horizontal Paired forces, with which the angular, d. H. two-legged support 33 against the structure 34.
- Support member 21 may also be the support member 33 of a single element, from consist of pairs or even several consecutively arranged elements.
- the serially arranged individual elements can with an intermediate element 37 so be connected to each other, that this intermediate element as a transport anchor can be used. This eliminates the case in which the reinforced concrete element 34 is prefabricated, additional lifting anchor.
- the support element 33 according to the invention can u. a. be varied in the way that the load-receiving part of the construction shown perpendicularly in Figure 18 also can be arranged inclined. This can u. U. a more favorable state of tension be achieved in the concrete.
- the support element 33 according to the invention can - if adapted accordingly Shaping - for the storage of various reinforced concrete components such as Plates, stairs, beams, discs u. ⁇ . Be used. Thereby can especially in the production of such parts in precast construction economical Storage and installation conditions can be achieved. If necessary - z. B. in the Storage of stairs or stair landing on the subsequent components - can the support structure according to the invention combined with sound-absorbing bearings become.
- FIGs 19 and 20 is a steel anchor plate 38 in the side and in the Rear view shown.
- Such anchor plates are used to z. B. steel structures how to attach suspended canopies to reinforced concrete structures.
- the loads on the anchoring elements according to the invention 39 led into the concrete.
- the vertical load components can be considered as lateral forces favorably received both by the pressure and the Glasanank ceremonies and to get redirected.
- Figures 21 and 22 show in a side view and in cross section, as the Anchoring devices according to the invention as a particularly advantageous composite can be used for the production of steel composite structures.
- the concrete structure 40 relative to the steel beam 41 in the common contact joint 42 can not move.
- suitable Composite means horizontal in Figure 21 extending in the image plane shear forces be transmitted as possible slip.
- the anchor elements according to the invention 43 offer ideal conditions for this: they can use these forces over their large contact surfaces to the concrete absorb well and because of their great flexural rigidity actually slip without slip to the steel girder, where they use these forces z. B. via welds.
- the composite element of EP 0 215 148 A is rod-shaped and we continuously with welded to a steel girder. Due to the rod shape, on the one hand, the per unit length strong forces are limited; on the other hand, the composite element as a result of the continuous welding connection is not bent be claimed. As a result, the composite forces can not arbitrarily far, but only be led into the edge area of the concrete slab. In addition, are the continuous welds comparatively costly.
- fastening aids eg as an injection-molded part Plastic
- FIG. 1 An example of such a fastening aid 44 shown in FIG.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Underground Or Underwater Handling Of Building Materials (AREA)
- Reinforcement Elements For Buildings (AREA)
- Joining Of Building Structures In Genera (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Description
- Figur 1
- eine Draufsicht einer erfindungsgemäßen Vorrichtung, bei der zwei Bewehrungsstäbe an einen gemeinsamen Lochplattenanker angeschlossen sind,
- Figur 2
- einen axial geführten Längsschnitt der Vorrichtung gemäß Figur 1,
- Figur 3
- einen Querschnitt der Vorrichtung gemäß Figur 1,
- Figuren 4 - 7
- verschiedene mögliche Querschnitte der Ankerelemente,
- Figur 8
- ein Längsschnitt durch eine erfindungsgemäße Vorrichtung, bei der die Aussparungsränder mit Aufkantungen ausgebildet sind,
- Figur 9
- eine Draufsicht einer erfindungsgemäßen Vorrichtung, bei der ein einzelner Bewehrungsstab an einem Ankerelement angeschlossen ist,
- Figur 10
- einen axial geführten Längsschnitt der Vorrichtung gemäß Figur 8,
- Figur 11
- einen Querschnitt der Vorrichtung gemäß Figur 8,
- Figuren 12 - 14
- weitere Formvarianten der erfindungsgemäßen Vorrichtung,
- Figur 15
- ein Schnittbild der Formvariante gemäß Figur 13,
- Figur 16
- die Seitenansicht eines biegesteifen Tragelements, das mit einer erfindungsgemäßen Verankerungsvorrichtung kombiniert ist,
- Figur 17
- die Seitenansicht eines Tragelements zur Übertragung von Biegemomenten und Querkräften über eine wärmegedämmte Fuge, bei dem die Biegezugkräfte mit erfindungsgemäßen Verankerungsvorrichtungen im Beton verankert werden,
- Figur 18
- die Seitenansicht eines biegesteifen Tragelements, das mit einer erfindungsgemäßen Verankerungsvorrichtung Auflagerkräfte aufnimmt und weiterleitet,
- Figuren 19, 20
- eine Seitenansicht sowie eine Rückansicht der erfindungsgemässen Verankerungsvorrichtung zur Verankerung von Stahlplatten mit angreifenden Lasten in den Beton und
- Figuren 21, 22
- die erfindungsgemäße Verankerungsvorrichtung zur Herstellung einer Verbundkonstruktion aus einer Stahlbetonplatte und einem Stahlträger in einer Seitenansicht sowie im Querschnitt.
Claims (10)
- Vorrichtung zur konzentrierten Einleitung von Kräften in Beton mit einer mit dem Beton verzahnbaren Verankerungseinrichtung, die wenigstens einen an wenigstens einer Seite offenen Nischenbereich (4, 5, 6, 7, 8, 9, 14, 16, 17, 18, 19, 26) enthält, in den Beton eindringen kann und dessen Randbegrenzung zumindest im in Kraftrichtung gesehen hinteren Bereich eine zumindest teilweise quer zur Kraftrichtung verlaufende Leibungsfläche aufweist, dadurch gekennzeichnet, dass die Vorrichtung plattenförmige Abmessungen mit einem biegesteifen Querschnitt aufweist.
- Vorrichtung nach Anspruch 1, dadurch gekennzeichnet, dass die Verankerungseinrichtung wenigstens ein an einem durch die einzuleitenden Kräfte beanspruchbaren, vorzugsweise eine Fuge (28) überbrückenden Bauwerkskonstruktionselement (1, 11, 31, 38, 41) angebrachtes, vorzugsweise plattenförmiges Verankerungselement (2, 12, 15, 20, 30, 39, 43) aufweist, das wenigstens einen mit Beton ausfüllbaren Nischenbereich aufweist.
- Vorrichtung nach einem der vorhergehenden Ansprüche, gekennzeichnet durch einen an ein durch die zu übertragenden Kräfte beanspruchbares, vorzugsweise eine Fuge (23) überbrückendes Bauwerkskonstruktionselement (21, 23) angeformten, mit Beton ausfüllbaren Nischenbereich (26).
- Vorrichtung nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass wenigstens ein mit Beton ausfüllbarer Nischenbereich als Durchgangsloch (5, 9, 16, 18) oder als Sackloch (6, 7, 26) oder als Randprofilierung (8, 14, 17, 19) ausgebildet ist.
- Vorrichtung nach Anspruch 4, dadurch gekennzeichnet, dass die Randprofilierung (19) einen etwa sinusförmig gewellten Verlauf aufweist.
- Vorrichtung nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass im Bereich wenigstens eines mit Beton ausfüllbaren Nischenbereichs (9) eine Aufkantung (10) vorzugsweise in Form einer eingesetzten oder angeformten Büchse vergesehen ist.
- Vorrichtung nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass wenigstens ein mit angeformten, mit Beton ausfüllbaren Nischenbereichen versehenes Konstruktionselement als zweischenkliges Tragelement (33) ausgebildet ist, dessen vom die Nischenbereiche enthaltenden, in einem Bauwerksteil (34) verankerten Schenkel abstehender Schenkel auf eine Lagerfläche, vorzugsweise Lagerplatte (35) des jeweils benachbarten Bauwerksteils (36) auflagerbar ist.
- Vorrichtung nach Anspruch 7, dadurch gekennzeichnet, dass das Tragelement (33) mittels eines vorzugsweise als aus Kunststoff bestehender Spritzgussformling ausgebildeten Hilfselements (44) vorzugsweise an der Betonschalung positionierbar ist.
- Vorrichtung nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass wenigstens ein eine Fuge (23) zwischen zwei Betonteilen (22, 24) durchgreifender, plattenförmiger Träger (21) vorgesehen ist, der in einem Betonteil (24) mittels angeformter Nischenbereiche (26) verankert ist und in einer im anderen Bauteil (22) angeordneten Büchse (25) verschiebbar gelagert ist.
- Vorrichtung nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass wenigstens ein mit angeformten, mit Beton ausfüllbaren Nischenbereichen versehenes Konstruktionselement als Verbundelement (39, 43) ausgebildet ist, das von der der Kontaktfläche zwischen einem Stahlteil (38, 41) und Beton (42) zugewandten Seite des Stahlteils (38, 41) absteht.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE29615019U | 1996-08-29 | ||
DE29615019U DE29615019U1 (de) | 1996-08-29 | 1996-08-29 | Vorrichtung zur konzentrierten Krafteinleitung in Beton |
Publications (3)
Publication Number | Publication Date |
---|---|
EP0826848A2 EP0826848A2 (de) | 1998-03-04 |
EP0826848A3 EP0826848A3 (de) | 1999-04-21 |
EP0826848B1 true EP0826848B1 (de) | 2005-04-27 |
Family
ID=8028502
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP97114472A Expired - Lifetime EP0826848B1 (de) | 1996-08-29 | 1997-08-21 | Vorrichtung zur konzentrierten Krafteinleitung in Beton |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP0826848B1 (de) |
AT (1) | ATE294299T1 (de) |
DE (2) | DE29615019U1 (de) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
ATE221598T1 (de) * | 1998-05-19 | 2002-08-15 | Maurer Friedrich Soehne | Verankerungsvorrichtung |
DE102004019005A1 (de) * | 2004-04-20 | 2005-11-10 | Viet Tue, Nguyen, Prof. Dr.-Ing.habil | Ein duktiles Verbundmittel für den Einsatz in Hoch- und Ultrahochleistungsbeton |
Family Cites Families (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR765943A (fr) * | 1933-03-14 | 1934-06-18 | Perfectionnements aux armatures pour poutres en béton armé | |
DE825002C (de) * | 1948-10-02 | 1952-01-07 | Karl Kolster | Metalleinlage fuer Leichtbaukoerper |
FR1164683A (fr) * | 1957-01-09 | 1958-10-13 | éléments de plancher autoporteur et poutrelle constituée de ces éléments | |
US3221458A (en) * | 1962-06-11 | 1965-12-07 | A A Wire Products Co | Shear transfer tie |
FR1509977A (fr) * | 1966-10-26 | 1968-01-19 | Système d'armature d'élément de construction | |
DE3422905A1 (de) * | 1984-06-20 | 1986-01-02 | Hansjörg Dipl.-Ing. 7542 Schömberg Braun | Vorrichtung zum verbinden einer balkonplatte und einer geschossdecke |
ATE59685T1 (de) * | 1985-09-17 | 1991-01-15 | Wolfhart Andrae | Verbundmittel fuer stahlbeton-verbundtragwerke. |
DE3700295C2 (de) * | 1987-01-07 | 1993-11-11 | Schoeck Bauteile Gmbh | Bauelement zur Isolierung bei Gebäuden |
-
1996
- 1996-08-29 DE DE29615019U patent/DE29615019U1/de not_active Expired - Lifetime
-
1997
- 1997-08-21 EP EP97114472A patent/EP0826848B1/de not_active Expired - Lifetime
- 1997-08-21 DE DE59710948T patent/DE59710948D1/de not_active Expired - Fee Related
- 1997-08-21 AT AT97114472T patent/ATE294299T1/de not_active IP Right Cessation
Also Published As
Publication number | Publication date |
---|---|
ATE294299T1 (de) | 2005-05-15 |
DE29615019U1 (de) | 1996-12-05 |
EP0826848A2 (de) | 1998-03-04 |
EP0826848A3 (de) | 1999-04-21 |
DE59710948D1 (de) | 2003-12-11 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP0040815B1 (de) | Verbundträger in Montagebauweise | |
EP2143843A2 (de) | Stahl-Beton-Verbundtrog als Brückenüberbau und Verfahren zu seiner Herstellung | |
DE2025471A1 (de) | Betonbauwerk aus vorfabrizierten Bauteilen | |
DE19818525B4 (de) | Holz-Beton-Verbundelement | |
EP1405961A1 (de) | Stahl-Verbund-Konstruktion für Geschossdecken | |
DE202006015693U1 (de) | Holz-Beton-Verbundelement | |
DE3410484A1 (de) | Deckenelement | |
AT520303B1 (de) | Verfahren zur herstellung von verbunddecken | |
EP0023042B1 (de) | Vorgefertigtes Deckenelement für Gebäudedecken | |
EP0752033B1 (de) | Bauwerk, bestehend aus vorgefertigten bauteilen | |
EP1669505A1 (de) | Stahlverbundträger mit brandgeschütztem Auflager für Deckenelemente | |
EP0350525B1 (de) | Verfahren zur Herstellung von Bauwerkswänden und Schalungssystem | |
EP1992755A2 (de) | Traegerelement, stegtraegeranordnung und Verfahren zu deren Herstellung | |
DE60007842T2 (de) | Platte, zusammenbau solcher platten und verwendung zum aufnehmen schwerer lasten | |
EP0826848B1 (de) | Vorrichtung zur konzentrierten Krafteinleitung in Beton | |
CH666505A5 (en) | Expansion component bridging reinforced-concrete seam - comprises second oblong member fixed at ends to first and third ones | |
DE3318431C2 (de) | Deckenelement | |
DE102009022828A1 (de) | Fachwerkträger einschließlich eines unterspannten Trägers sowie ein zugehöriges Verfahren zur Herstellung | |
EP0811731B1 (de) | Deckenkonstruktion und Deckenelement | |
DE102006021781A1 (de) | Elementwand | |
DE956685C (de) | Beton- oder Stahlbetonfertigteil fuer Verbundkonstruktionen | |
DE3221407C1 (de) | Satteldach aus vorgefertigten, im wesentlichen rechteckigen Gasbetonplatten | |
DE2153495A1 (de) | Fertigteildeckenplatte fuer den montagebau | |
DE10205205B4 (de) | Wandbauelement | |
EP0947640A2 (de) | Bewehrung mit hochfestem Verbund |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
AK | Designated contracting states |
Kind code of ref document: A2 Designated state(s): AT BE CH DE ES FR GB LI NL |
|
AX | Request for extension of the european patent |
Free format text: AL;LT;LV;RO;SI |
|
RIN1 | Information on inventor provided before grant (corrected) |
Inventor name: ROJEK, RICHARD PROF. DR.-ING., |
|
PUAL | Search report despatched |
Free format text: ORIGINAL CODE: 0009013 |
|
AK | Designated contracting states |
Kind code of ref document: A3 Designated state(s): AT BE CH DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE |
|
AX | Request for extension of the european patent |
Free format text: AL;LT;LV;RO;SI |
|
RAP3 | Party data changed (applicant data changed or rights of an application transferred) |
Owner name: SCHAEFFER, WOLFGANG, DIPL.-ING. Owner name: EISENHOFER, ANDRE, DIPL.-ING. Owner name: ROJEK, RICHARD, PROF. DR.-ING. |
|
RAP1 | Party data changed (applicant data changed or rights of an application transferred) |
Owner name: SCHAEFFER, WOLFGANG, DIPL.-ING. Owner name: EISENHOFER, ANDRE, DIPL.-ING. Owner name: ROJEK, RICHARD, PROF. DR.-ING. |
|
17P | Request for examination filed |
Effective date: 19991012 |
|
AKX | Designation fees paid |
Free format text: AT BE CH DE ES FR GB LI NL |
|
17Q | First examination report despatched |
Effective date: 20000719 |
|
GRAG | Despatch of communication of intention to grant |
Free format text: ORIGINAL CODE: EPIDOS AGRA |
|
RIN1 | Information on inventor provided before grant (corrected) |
Inventor name: ROJEK, RICHARD PROF. DR.-ING., |
|
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 BE CH DE ES FR GB LI NL |
|
REG | Reference to a national code |
Ref country code: GB Ref legal event code: FG4D Free format text: NOT ENGLISH |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: EP |
|
PUAC | Information related to the publication of a b1 document modified or deleted |
Free format text: ORIGINAL CODE: 0009299EPPU |
|
REF | Corresponds to: |
Ref document number: 59710948 Country of ref document: DE Date of ref document: 20031211 Kind code of ref document: P |
|
REG | Reference to a national code |
Ref country code: GB Ref legal event code: FG4C Free format text: NOTIFICATION HAS BEEN RECEIVED FROM THE EUROPEAN PATENT OFFICE THAT THE PUBLICATION WAS CANCELLED. THE PROCEEDINGS FOR GRANT WERE SUSPENDED AS FROM 20031031. THIS CORRECTION WILL BE PUBLISHED IN EUROPEAN PATENT BULLETIN 04/03 DATED 20040114. |
|
DB1 | Publication of patent cancelled | ||
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PK Free format text: BERICHTIGUNG. |
|
NLXE | Nl: other communications concerning ep-patents (part 3 heading xe) |
Free format text: PAT. BUL. 01/2004: PATENTNUMBER 0826848 SHOULD BE DELETED (SEE EUROPEAN PATENT BULLETIN 20040114/03) |
|
EN | Fr: translation not filed | ||
BERE | Be: lapsed |
Owner name: *SCHAFFER WOLFGANG Effective date: 20040831 Owner name: *EISENHOFER ANDRE Effective date: 20040831 Owner name: *ROJEK RICHARD Effective date: 20040831 |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): AT BE CH DE ES FR GB LI NL |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: NL Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20050427 Ref country code: GB Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20050427 Ref country code: FR Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20050427 Ref country code: ES Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20050427 |
|
REG | Reference to a national code |
Ref country code: GB Ref legal event code: FG4D Free format text: NOT ENGLISH |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: EP |
|
RAP2 | Party data changed (patent owner data changed or rights of a patent transferred) |
Owner name: SCHAEFFER, WOLFGANG Owner name: EISENHOFER, ANDRE, DIPL.-ING. Owner name: ROJEK, RICHARD, PROF. DR.-ING. |
|
NLT2 | Nl: modifications (of names), taken from the european patent patent bulletin |
Owner name: ROJEK, RICHARD, PROF. DR.-ING. EN EISENHOFER, ANDR |
|
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: 20050821 |
|
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: 20050831 Ref country code: CH Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20050831 |
|
NLV1 | Nl: lapsed or annulled due to failure to fulfill the requirements of art. 29p and 29m of the patents act | ||
GBV | Gb: ep patent (uk) treated as always having been void in accordance with gb section 77(7)/1977 [no translation filed] |
Effective date: 20050427 |
|
REF | Corresponds to: |
Ref document number: 59710948 Country of ref document: DE Date of ref document: 20060223 Kind code of ref document: P |
|
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 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |
|
26N | No opposition filed |
Effective date: 20060130 |
|
EN | Fr: translation not filed | ||
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 20070827 Year of fee payment: 11 |
|
BERE | Be: lapsed |
Owner name: *SCHAFFER WOLFGANG Effective date: 20040831 Owner name: *EISENHOFER ANDRE Effective date: 20040831 Owner name: *ROJEK RICHARD Effective date: 20040831 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: BE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20050831 |
|
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: 20090303 |