EP0699097A1 - Corps de glissement, notamment ski ou patin - Google Patents

Corps de glissement, notamment ski ou patin

Info

Publication number
EP0699097A1
EP0699097A1 EP95908279A EP95908279A EP0699097A1 EP 0699097 A1 EP0699097 A1 EP 0699097A1 EP 95908279 A EP95908279 A EP 95908279A EP 95908279 A EP95908279 A EP 95908279A EP 0699097 A1 EP0699097 A1 EP 0699097A1
Authority
EP
European Patent Office
Prior art keywords
sliding body
body according
vibration
areas
dimensioned
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.)
Granted
Application number
EP95908279A
Other languages
German (de)
English (en)
Other versions
EP0699097B1 (fr
Inventor
Georg Ignatius
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Publication of EP0699097A1 publication Critical patent/EP0699097A1/fr
Application granted granted Critical
Publication of EP0699097B1 publication Critical patent/EP0699097B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • A—HUMAN NECESSITIES
    • A63—SPORTS; GAMES; AMUSEMENTS
    • A63C—SKATES; SKIS; ROLLER SKATES; DESIGN OR LAYOUT OF COURTS, RINKS OR THE LIKE
    • A63C5/00—Skis or snowboards
    • A63C5/06—Skis or snowboards with special devices thereon, e.g. steering devices
    • A63C5/075—Vibration dampers

Definitions

  • the invention relates to a sliding body, in particular a ski or a sliding skid, as can be used in devices and vehicles, in particular for snow, ice and water sports.
  • the vibration behavior of the body or its external parts which interact with the lubricant is essential for the ease of sliding and for the directional stability or for the steerability or maneuverability and also for the durability against shock-like and vibrating loads. According to conventional technology, only the vibration behavior in very low frequency ranges is taken into account. This makes it possible to take into account large-scale or macroscopic phenomena, but this has so far left open wishes for various optimizations.
  • the object of the invention is therefore to create sliding bodies which are further improved with regard to the aforementioned aspects.
  • the basic idea of the solution according to the invention is to take medium and higher frequency ranges or natural vibration frequencies into account and, above all, the resonance spectrum in these ranges.
  • the inventive solution to the problem is determined by the features of claim 1 and the subordinate claims.
  • the features of the dependent claims represent constituents or further developments essential to the invention. Their objects can be used individually, particularly advantageously in any of the various possible combinations.
  • the basic idea of the invention consists in the realization of at least one vibration-active structure with at least one succession of excellent spatial, surface or line areas, which have at least one vibration parameter each dimensioned or distributed differently with respect to at least one neighboring area or within one area, in particular the local spatial or surface mass density, bending deformation stiffness or damping. At least one succession of a plurality of marked areas with differently dimensioned or distributed vibration parameters is advantageously provided. Another important feature is that at least one periodic succession of marked areas with differently dimensioned or distributed vibration parameters is provided.
  • At least one succession of excellent areas with differently dimensioned or distributed vibration parameters extending essentially along a surface of the sliding body can be considered, for example at least one succession of excellent areas with differently sized or differently extending areas inside the sliding body.
  • the different dimensions or spatial or surface directions in which a succession of excellent areas with differently dimensioned or distributed vibration parameters extends are at least partially different spacing sequences between these highlighted areas and / or different vibration parameters.
  • Assigned changes from area to area, in particular the excellent areas of different vibration parameters in at least one surface, in particular a surface section, of the sliding body are arranged in rows or in a grid pattern.
  • the marked areas of different vibration parameters can be arranged distributed in at least one surface section and / or at least one wall section of a cavity of the sliding body or along at least one edge of the sliding body.
  • the excellent spatial, surface or line areas comprise at least one section with values of one or more of the vibration parameters that are higher with respect to at least part of its surroundings.
  • sections are provided with elevations within a sliding body surface that are higher in relation to at least a part of their surroundings, at least one vibration parameter, in particular the local mass occupancy or the local deformation stiffness, in particular ridges, waves or dome-shaped and preferably designed as attachment elements in the area of a sliding body surface.
  • a preferred embodiment provides that sections with values of at least one vibration parameter that are higher with respect to at least a part of their surroundings, in particular the local mass assignment related to the area unit or the local deformation stiffness, are formed by embedding elements within a base material. These embedding elements can e.g. consist of at least one material different from a base material, in particular of higher density or higher elastic modulus, preferably heavy metal.
  • room or surface areas are provided that have at least one Have sections with values of at least one vibration parameter with respect to at least part of its surroundings, in particular sections with values of at least one vibration parameter which are lower with respect to at least part of their surroundings, in particular the local mass occupancy or the local deformation stiffness related to the unit area.
  • such sections are formed as recesses or perforations within a sliding body surface, in particular also as depressions in the form of notches or spherical caps.
  • Such embedding elements can consist of at least one material that is different from a base material, in particular of lower density or lower elastic modulus, preferably of light metal.
  • a further idea of the invention is characterized by at least one surface layer that is vibrationally structured or at least one layer section, in particular in the form of a granulate, lacquer and / or film coating, preferably with a metal content.
  • the center distances of successive excellent spatial, surface or line areas or the distances between certain sections within successive excellent areas are dimensioned at least approximately equally in at least part of a vibration-active structure. It is often sufficient and advantageously simple if the extremal or mean values or the distribution of the values of at least one vibration parameter are present in at least part of a vibration-active structure are dimensioned at least approximately equally in successive marked areas. For optimization purposes, however, it is generally advisable to dimensionally measure the center distances of successive marked areas or the distances between certain sections within successive marked areas with respect to a given subsequent direction in at least part of a vibration-active structure.
  • the center distances between successive marked areas or the distances between certain sections within successive marked areas can be dimensioned progressively or degressively variant in at least one part of a vibration-active structure.
  • it can be essential here to measure the extremal or mean values or the distribution of the values of at least one vibration parameter in successive areas with respect to a given subsequent direction variant, at least in a part of a vibration-active structure, with specific effects with respect to a given one
  • Subsequent direction progressive or degressive variant especially e.g. in the form of a distance or value sequence, at least in sections in the same sense
  • an at least sectionally oscillating variant of distance or value sequence can also be considered.
  • a particularly important variant in this connection is that the marked areas divide an overall and / or partial dimension of the sliding body according to the values of a given row.
  • a step-by-step development of the inventive concept consists in providing at least one vibration-active structure which contains at least one linear, areal, or spatial overlay structure comprising at least two spacing and / or subdivision and / or value sequences.
  • at least one vibration-active structure can be provided with at least one overlay structure that extends in a line, area, or space and that contains at least two sequences of equidistance.
  • the values and / or distribution of at least one vibration parameter in the successive marked areas can e.g. be dimensioned at least approximately the same within each equidistance sequence, but these values are preferably dimensioned at least in sections in accordance with at least one harmonic or at least one geometric series or in accordance with an overlay of such series.
  • a vibration is active in the sense of the invention, its grading, the areas arranged in succession, in particular in mutual coupling, or differentiated from their surroundings with regard to their own vibration parameters or in terms of the vibration parameters given by coupling with their surroundings lie in the range of natural frequencies or the natural frequency spectrum of the body given as the starting object or of the body to be realized with certain properties.
  • a quantitative delimitation of the vibration activity must therefore depend on the circumstances of the respective application. This delimitation can be determined theoretically, arithmetically or experimentally on the basis of criteria known per se, often even directly evident. The effect of such a vibration-active structure is accordingly directed towards the desired design of the natural frequency spectrum.
  • the goal can be, for example, a compression of the natural frequencies, i.e. an increase in the number of natural frequencies in a given frequency range, or the creation of new natural frequencies as well as a smoothing, raising or lowering the course of the resonance amplitudes in one frequency range or more of them. All of this can be used for a targeted influencing of sliding bodies with regard to their sliding and running properties and / or their steerability or maneuverability, but also their durability against dynamic loads.
  • the aim is to reduce the surface friction. This can be done by reinforcing or creating relatively high natural frequencies in the surface area of the body.
  • sliding bodies are generally subject to constant but irregular, ie non-periodic, exposure to more or less shock-like pressure forces and / or bending and / or torsional moments during operation.
  • This stimulates a correspondingly irregular sequence of briefly free (not forced periodic) vibrations with the natural frequencies of the body.
  • the corresponding elastic deformations mostly have undesirable effects, especially in lower frequency ranges, but are relatively difficult to dampen, especially in these frequency ranges.
  • a shift of the natural frequencies into higher frequency ranges or an increase in the resonance amplitudes in these ranges by means of suitably designed, vibration-active structures can remedy this, often with relatively little construction effort.
  • the excitation energy is absorbed by the successive, shock-like loads in a certain distribution over the natural frequencies of the body.
  • a relatively large number of natural frequencies or an increased natural frequency density can accordingly be used for a general reduction in the maximum occurring vibration or deformation amplitudes, preferably in connection with a shift in the vibration energy in relatively little disruptive frequency ranges.
  • a stiffening rib connected to a sliding body wall RB is indicated in the form of an elongated oscillating element SE.
  • this element in addition to its static support function for reinforcing the sliding body, this element, as a component of the overall body, has a significant influence on the resonance spectrum and the transient response.
  • an arrangement G of the longitudinal profile distributed non-uniformly over the length of the bar is provided, which consists of an overlay of four equidistant rows R 1 to R 4 additive with respect to the profile height.
  • Each of these orders comprises areas AI or A2 or A3 or A4 of increased bending deformation stiffness and areas B1 or B2 etc., alternately arranged with the latter, of reduced bending deformation stiffness.
  • the vibration pattern of a resonance body generally consists of a diverse superposition of standing waves of different wavelengths and amplitudes. There is a slight or vanishing bending deformation in the node areas and a maximum elastic bending deformation in the belly areas. As a result, the formation of vibration nodes or antinodes is favored in the areas of increased or reduced bending stiffness.
  • the areas of the resonance spectrum in which the stresses appear can be set in a largely targeted and reproducible manner.
  • the stiffness differences can be dimensioned differently within the individual sequences, advantageously in such a way that these differences are graduated from sequence to sequence in the same direction as the distance value.
  • Such an embodiment is indicated in Fig.l by the profile contour shown in solid lines.
  • the partial contours of the sequences R1 and R2 are indicated by dashed lines.
  • the difference in stiffness can also be varied in each case, for example in such a way that it decreases from both sides starting from a center point of the oscillating element or of an oscillating element section. This then results, for example, in an outline G 1, as indicated by dash-dotted lines in FIG.
  • FIG. 2 shows a plate-shaped oscillating element SE2 with a superimposition structure G3 on both surface sides.
  • these outlines correspond to the edge superimposition outline G according to Fig.l.
  • the areas of increased or reduced bending stiffness here form a family of adjacent, elongated ridges or troughs, which form transversal to their longitudinal direction superimposition sequences of the type described.
  • FIG. 3 shows in a schematic way the possibility of a further refined surface superimposition structure, namely in the form of two sets of comb-shaped areas AI, A2, A3 of increased flexural rigidity, which intersect on a surface side of a plate-shaped vibrating element SE3, the two superimposition structures G3 and G4 according to Art form of Fig.2.
  • a further refined surface superimposition structure namely in the form of two sets of comb-shaped areas AI, A2, A3 of increased flexural rigidity, which intersect on a surface side of a plate-shaped vibrating element SE3, the two superimposition structures G3 and G4 according to Art form of Fig.2.
  • the boundary and clamping conditions of the vibrating element section must be compatible with such a design, but this also applies in a corresponding manner to the stiffness structure. Taking these conditions into account, combined stiffness and mass classifications can also be used with advantage.
  • non-uniform mass distributions generally also occur with a non-uniform stiffness distribution.
  • the stiffness variation which is generally to be used by correspondingly dimensioning the cross-sectional height of a bending oscillator, however, the effect of the increase in mass in the area of increased cross-sectional height is relatively reduced because the stiffness becomes effective as a result of the connection with the cross-sectional area moment of inertia with a higher power of the cross-sectional height .
  • the increase in mass can then be neglected in many cases, but in any case does not generally bother.
  • mass structuring can be achieved without significant influence on the stiffness, also in terms of production technology, with the help of globally delimited elevations or depressions within the oscillating surface.
  • the latter can in particular also be carried out in the form of perforations with a smaller surface area within a plate-shaped vibrating element, while for the areas of increased vibrating mass occupancy the application of additional masses is advantageous.
  • stiffness and mass structures can be combined in an arrangement with a mutually reinforcing effect.
  • 4 shows a grid-shaped mass structure G5 which extends over the surface of a plate-shaped vibrating element SE4 and has, for example, circular areas AA1, AA2, .... increased vibrating mass and the same areas BB1, BB2, .... reduced vibrating mass.
  • the basic structure of this raster distribution corresponds to a two-dimensional structure along crossing sets of lines according to FIG. 3.
  • FIG. 5 shows in cross section the formation of the areas BB1, BB2, .... in the form of holes within the thin-walled plate element and the formation of the areas increased
  • the latter can e.g. can be glued on as simple, button-like elements.
  • the possibility of application in the form of thin layers of high-density material, indicated for the elements ZM2 and ZM3, is particularly advantageous in production, for which heavy metals and corresponding alloys, in particular also noble metals, come into consideration.
  • These elements can be conveniently produced and glued in the form of foil sections, but can also be applied in the form of metal-filled molding compounds or lacquers. The latter offers the particular advantage of manufacturing simplicity.
  • the cross-sectional design of a stiffening rib according to FIG. 6 is based on the knowledge that relevant transverse vibrations also occur in the solid in relatively compact * formations, in the present case, among other things, bending vibrations in different directions parallel to the cross-sectional area.
  • Standing waves with a longitudinal direction transverse to the longitudinal direction of the ribs are favored by the areas of increased or reduced bending stiffness distributed according to superimpositions G8a, b, c in their design in accordance with a harmonious series.
  • Corresponding effects can be achieved with regions or elements ED of higher density embedded in the vibrating solid body according to the Achieve rib design according to Figure 7, which are arranged in the form of two orthogonally penetrating superimposition structures G9a and G9b.
  • FIG. 8 again shows a stiffening rib with an edge or cross-sectional height structure GlOa, but with a cross-sectional height that decreases towards the ends on average and with an arcuate overall configuration.
  • superimposition divisions GlOb are provided on the flanks of the rib with wave-like or ridge-like depressions VT or elevations EH running in the direction of the rib height, specifically with respect to the division G8a in FIG Length of the outline.
  • FIG. 9 shows an overlay structure on a flat plate element with rib-shaped attachment stiffening elements AV.
  • the structure extends only in the direction transverse to the ribs.
  • the individual ribs are here only designated with the ordinal numbers 1 to 8 of the corresponding harmonics, which correspond to the denominator of the distance division ratio of the relevant superimposition sequence.
  • the height of the ribs and thus the stiffening effect decreases with the atomic number, which can contribute to a balanced resonance curve, especially depending on the application.
  • Such an essentially one-dimensional structure favors the formation of standing waves only in one direction of the plate.
  • FIGS. 10 to 14 show, as further examples, different vibration-active structures according to the invention on a ski. 10 and 11 schematically illustrate a longitudinal structure LX with cross profile elevations and depressions according to the type of basic design according to Fig.l. Such a design primarily affects the flexural vibration behavior of the ski.
  • vibration-active structures QX1 and QX2, respectively which extend in the width direction of the ski, in the form of strip-shaped depressions or hollows extending in the longitudinal direction of the ski, on the top or inside of the cross section of the ski body.
  • an appropriate cover is obviously provided, which need not have a vibration-active effect.
  • 14 again shows schematically an oscillation-active structure HX extending in the vertical direction of the ski cross-section in the form of lamellar, stiffening and / or mass-increasing inserts in the ski body. What is important for all of these designs is the structure of the structure, namely a multiple overlay structure according to the type of Fig.l.
  • the equidistant distances of the superimposed individual sequences are entered in whole numbers for the individual sequences.
  • the structures according to FIGS. 12 to 14 mainly influence the behavior of the ski with regard to torsional vibrations.
  • In-depth practical tests, especially in the race-like test runs, have shown that, with the structures according to the invention on skis of different basic types, remarkable improvements have been achieved with regard to smooth running even on rough slopes and with regard to lane safety, surprisingly even in connection with improved steerability can be.
  • an intensified sensory contact between the driver and the particular condition of the track are also worth mentioning.
  • Sliding bodies of this type can particularly advantageously be provided with structures which differ from up to five superimposed sequences Assemble division.
  • the distances of the sequences are preferably dimensioned according to harmonic or geometric series, again preferably with equidistant sequences according to Fig.l.
  • FIGS. 15 and 16 purely schematically show hulls in cross-section or longitudinal section as examples of numerous applications in the field of media sliding bodies, each with overlapping structures BSX and KLX extending in the port / starboard direction and in the keel direction .
  • Such vibration-active structure can be formed, for example, from longitudinal or transverse ribs as excellent areas connected to the inner wall of the fuselage.
  • Fig. 17 shows two vibration-active structures KOX and KSX, again in the manner of Fig. 1, which extend and rise along the inner and outer edge areas of a skate blade.
  • a reduction in friction due to the emphasis on relatively high-frequency deformation vibrations of the runner body can be achieved here.

Landscapes

  • Vibration Prevention Devices (AREA)
  • Lubricants (AREA)
  • Sliding-Contact Bearings (AREA)

Abstract

Corps de glissement, en particulier ski ou patin, par exemple pour appareils et véhicules, notamment pour sports de glisse sur la neige, sur la glace et sur l'eau. L'invention a pour but l'obtention de corps de glissement améliorés au point de vue qualité de glissement, stabilité directionnelle, braquage et manoeuvrabilité, ainsi que, le cas échéant, tenue à l'encontre des charges du type choc ou vibratoires. Le corps de glissement (RB) comprend au moins une structure (G) réagissant aux vibrations, ayant au moins une succession (R1, R2, ...) de zones caractéristiques volumiques, surfaciques ou linéaires (A1, A2, ...) présentant au moins un paramètre vibrationnel différemment proportionné ou réparti par rapport au moins à une zone voisine ou à l'intérieur d'une zone elle-même. Comme paramètre de ce genre entrant en ligne de compte, on mentionne la densité volumique ou surfacique ou massique locale, la résistance aux déformations par flexion ou l'amortissement, avec une efficacité se manifestant en particulier dans les domaines des moyennes et des hautes fréquences du spectre des vibrations propres ou du spectre de résonance.
EP95908279A 1994-02-14 1995-02-14 Corps de glissement, notamment ski ou patin Expired - Lifetime EP0699097B1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE4404475 1994-02-14
DE4404475A DE4404475A1 (de) 1994-02-14 1994-02-14 Gleitkörper, insbesondere Ski oder Gleitkufe
PCT/EP1995/000540 WO1995021663A1 (fr) 1994-02-14 1995-02-14 Corps de glissement, notamment ski ou patin

Publications (2)

Publication Number Publication Date
EP0699097A1 true EP0699097A1 (fr) 1996-03-06
EP0699097B1 EP0699097B1 (fr) 2001-11-14

Family

ID=6510094

Family Applications (1)

Application Number Title Priority Date Filing Date
EP95908279A Expired - Lifetime EP0699097B1 (fr) 1994-02-14 1995-02-14 Corps de glissement, notamment ski ou patin

Country Status (7)

Country Link
US (1) US5884932A (fr)
EP (1) EP0699097B1 (fr)
JP (1) JP3790791B2 (fr)
AT (1) ATE208648T1 (fr)
AU (1) AU1665795A (fr)
DE (2) DE4404475A1 (fr)
WO (1) WO1995021663A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1291043A1 (fr) 2001-09-07 2003-03-12 Fischer Gesellschaft m.b.H. Corps de glissement, notamment ski et procédé pour sa fabrication

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT500159B8 (de) * 2001-10-01 2007-02-15 Atomic Austria Gmbh Schi, sprungschi oder snowboard mit einer strukturierten oberfläche
EP1693089B1 (fr) * 2005-02-16 2009-01-07 Skis Rossignol Planche de glisse
SI22083B (sl) * 2005-07-18 2009-12-31 Elan, D.O.O. Smučka ali snežna deska z izboljšano torzijsko togostjo
WO2008131737A2 (fr) * 2007-04-25 2008-11-06 Respa Resonanz Spektral-Abstimmungen Corps à oscillations modulées, ensemble comprenant une structure et un corps, utilisation d'un corps, procédé de modulation et procédé d'amortissement des oscillations

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3326006A1 (de) * 1983-07-19 1985-01-31 Georg 7841 Malsburg-Marzell Ignatius Schwing- und/oder reflexionsfaehiger festkoerper fuer geraete und einrichtungen zur erzeugung, abstrahlung, verteilung bzw. weiterleitung von schallschwingungen
US4627635A (en) * 1983-09-20 1986-12-09 Koleda Michael T Vibration damping units and vibration damped products
US4679814A (en) * 1984-01-27 1987-07-14 Tristar Sports Inc. Randomly oriented reinforcing fibers in a snow ski
AT391088B (de) * 1988-05-26 1990-08-10 Head Sportgeraete Gmbh Ski mit daempfungslagen
FR2643431B1 (fr) * 1989-02-20 1994-04-01 Rossignol Sa Skis Dispositif amortisseur comprenant des materiaux visco-elastiques
FR2698012B1 (fr) * 1992-11-19 1994-12-16 Rossignol Sa Structure de ski.

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO9521663A1 *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1291043A1 (fr) 2001-09-07 2003-03-12 Fischer Gesellschaft m.b.H. Corps de glissement, notamment ski et procédé pour sa fabrication

Also Published As

Publication number Publication date
EP0699097B1 (fr) 2001-11-14
US5884932A (en) 1999-03-23
AU1665795A (en) 1995-08-29
JPH09500314A (ja) 1997-01-14
ATE208648T1 (de) 2001-11-15
DE59509832D1 (de) 2001-12-20
WO1995021663A1 (fr) 1995-08-17
DE4404475A1 (de) 1995-11-23
JP3790791B2 (ja) 2006-06-28

Similar Documents

Publication Publication Date Title
AT403887B (de) Gleitgerät oder gleitbrett zum gleiten auf schnee
DE3017306C2 (fr)
DE4404052A1 (de) Golfball
DE19645030A1 (de) Geräuschdämpfender Verbundwerkstoff
EP3621826B1 (fr) Pneumatique de véhicule
EP3585626B1 (fr) Pneumatique
DE19823469A1 (de) Monolithischer metallischer Wabenkörper mit variierender Kanalzahl
CH493814A (de) Wabenförmiger Einbau für einen Rieselkühler
EP0699097A1 (fr) Corps de glissement, notamment ski ou patin
DE3729966A1 (de) Verbrennungsmotor mit verstaerkter konstruktion
DE2634934C3 (de) Plattenartiges Siebelement
EP2138327A1 (fr) Bande de roulement por pneumatique
DE19957914C2 (de) Fahrzeugluftreifen
DE1544061A1 (de) Fuellkoerper fuer Beruehrungsvorgaenge zwischen Gasen und Fluessigkeiten
DE102008037498B4 (de) Fahrzeugluftreifen
DE2819178A1 (de) Alloplastische endoprothese, insbesondere kappenprothese
DE4007760C2 (de) Fahrzeugluftreifen
EP0524566A1 (fr) Panneau d'insonorisation
EP0625438B1 (fr) Maillon à étai pour chaînes de pneu
EP1080949B1 (fr) Bandage pneumatique pour véhicule
DE4142260C2 (de) Plattenförmiges Bauelement
EP3768527A1 (fr) Pneumatique de véhicule
DE3103290C2 (de) "Fußraummatte aus Gummi, Kunststoff o.dgl. für Kraftfahrzeuge"
DE202018102161U1 (de) Stützkörper für Filterelemente und Filterelement hierfür
DE8003199U1 (de) M+s laufflaechenprofil an fahrzeugluftreifen

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: A1

Designated state(s): AT BE CH DE DK ES FR GB GR IE IT LI LU MC NL PT SE

17P Request for examination filed

Effective date: 19960215

17Q First examination report despatched

Effective date: 19970307

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 BE CH DE DK ES FR GB GR IE IT LI LU MC NL PT SE

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: 20011114

Ref country code: IE

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: 20011114

Ref country code: GR

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: 20011114

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: 20011114

REF Corresponds to:

Ref document number: 208648

Country of ref document: AT

Date of ref document: 20011115

Kind code of ref document: T

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: GERMAN

REF Corresponds to:

Ref document number: 59509832

Country of ref document: DE

Date of ref document: 20011220

REG Reference to a national code

Ref country code: GB

Ref legal event code: IF02

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: PT

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: 20020214

Ref country code: LU

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20020214

Ref country code: DK

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: 20020214

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: 20020228

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: 20011114

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

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: 20020530

REG Reference to a national code

Ref country code: IE

Ref legal event code: FD4D

BERE Be: lapsed

Owner name: IGNATIUS GEORG

Effective date: 20020228

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MC

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20020901

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: NV

Representative=s name: E. BLUM & CO. AG PATENT- UND MARKENANWAELTE VSP

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: 20070214

PGRI Patent reinstated in contracting state [announced from national office to epo]

Ref country code: AT

Effective date: 20080929

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: AT

Payment date: 20090224

Year of fee payment: 15

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: SE

Payment date: 20090223

Year of fee payment: 15

Ref country code: IT

Payment date: 20090219

Year of fee payment: 15

Ref country code: DE

Payment date: 20090330

Year of fee payment: 15

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 20090219

Year of fee payment: 15

EUG Se: european patent has lapsed
PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: CH

Payment date: 20100527

Year of fee payment: 16

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20101029

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: 20100214

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20100301

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: 20100901

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20100214

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

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: 20110228

Ref country code: CH

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20110228

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20100215