EP0607462B1 - Faux plancher surélevé - Google Patents

Faux plancher surélevé Download PDF

Info

Publication number
EP0607462B1
EP0607462B1 EP92121648A EP92121648A EP0607462B1 EP 0607462 B1 EP0607462 B1 EP 0607462B1 EP 92121648 A EP92121648 A EP 92121648A EP 92121648 A EP92121648 A EP 92121648A EP 0607462 B1 EP0607462 B1 EP 0607462B1
Authority
EP
European Patent Office
Prior art keywords
grid
support
supports
carrier rods
sleeve
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
Application number
EP92121648A
Other languages
German (de)
English (en)
Other versions
EP0607462A1 (fr
Inventor
Ulrich Klingelhöfer
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.)
Mero Werke Dr Ing Max Mengeringhausen GmbH and Co
Original Assignee
Mero Werke Dr Ing Max Mengeringhausen GmbH and Co
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
Priority to DE4140802A priority Critical patent/DE4140802C2/de
Application filed by Mero Werke Dr Ing Max Mengeringhausen GmbH and Co filed Critical Mero Werke Dr Ing Max Mengeringhausen GmbH and Co
Priority to AT92121648T priority patent/ATE126308T1/de
Priority to EP92121648A priority patent/EP0607462B1/fr
Priority to DE59203246T priority patent/DE59203246D1/de
Priority to ES92121648T priority patent/ES2075582T3/es
Publication of EP0607462A1 publication Critical patent/EP0607462A1/fr
Application granted granted Critical
Publication of EP0607462B1 publication Critical patent/EP0607462B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00—Flooring
    • E04F15/02—Flooring or floor layers composed of a number of similar elements
    • E04F15/024—Sectional false floors, e.g. computer floors
    • E04F15/02447—Supporting structures
    • E04F15/02458—Framework supporting the panels
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00—Flooring
    • E04F15/02—Flooring or floor layers composed of a number of similar elements
    • E04F15/024—Sectional false floors, e.g. computer floors
    • E04F15/02447—Supporting structures
    • E04F15/02452—Details of junctions between the supporting structures and the panels or a panel-supporting framework

Definitions

  • the invention relates to a raised floor with height-adjustable supports that support head plates, with grid support rods made of square tubes, which are anchored to the head plates with their upper wall and extend between the supports, and to floor plates with their corners on the head plates and with their Edge areas are supported on the grid support rods.
  • the invention has for its object to improve the connection of the grid support rods to supports of raised floors from a static point of view so that higher loads can be transferred over the grid support rods and supports compared to the prior art, thereby increasing the load capacity of the raised floor overall.
  • the connection of the grid support rods should be easy to assemble and also be able to be manufactured subsequently.
  • the grid support bars can advantageously be simply placed on the support rings, the support rings also serving to level the base plates in the further course of the installation work.
  • at least the front edges of the lower wall of each grid support bar are positively and / or non-positively connected to a height-adjustable sleeve on the supports, so that the front edges of the lower wall of each grid bar are held in place when the supports are loaded and in this way practically the entire cross section of the grid support bars can be used statically.
  • the head plates are attached, for example screwed, to the upper end of the height-adjustable sleeves, and then, as is known, the grid support rods are attached to the top plates with their upper wall, for example screwed on.
  • the solution according to the invention is thus easy to assemble and can also be used retrospectively even with existing raised floors. Then only the grid support rods and some parts of the existing support have to be replaced, provided that they already have a threaded shaft or a threaded tube on the footplate.
  • the grid support bars can also be dimensioned weaker with the same floor load due to the solution according to the invention. This material saving leads to an overall cheaper solution.
  • grid support bars can be used, the ends of which are simply cut at right angles.
  • FR-PS 2 050 197 also discloses a height-adjustable support for raised floors, in which grid bars with a U-shaped cross-section open at the bottom rest with their end edges on a height-adjustable sleeve of the support.
  • the grid support rods with their upper wall (web) are neither attached to the height-adjustable sleeve, nor to the head plate of the support, but only inserted between a plate-shaped support of the height-adjustable sleeve and fingers protruding outwards on the head plate.
  • Embodiments of the invention emerge from the subclaims. In this way, the introduction of forces from the grid support bars into the supports continues improved if the end edges of the side walls of the grid support rods are positively and / or non-positively connected to the height-adjustable sleeves.
  • the height-adjustable sleeve on each support is completely or partially closed at the top by an end wall, the attachment of the head plates is e.g. facilitated by screws on this end wall, which can also have a ring shape.
  • the support ring for the grid support bars has one or more upwardly projecting anchoring projections for the grid support bars provided with corresponding receiving openings, a simple fixation of the ends of the lower wall of each grid support bar becomes laterally even when the grid support bars are placed on these support rings reached.
  • the anchoring of the grid support rods on the head plates is facilitated or simplified if, according to yet another embodiment of the invention, one or more downwardly projecting anchoring projections are provided on the head plates for the grid support rods provided with corresponding receiving openings. Because these anchoring projections take effect immediately when the head plate is screwed onto one of the height-adjustable sleeves.
  • the support ring is designed as a threaded ring and screwed onto a thread of the tube of the support. This allows you to use an inexpensive height-adjustable sleeve with a smooth inner wall, which is supported on the support ring, which in turn, for example, by another Threaded ring (counter element) can be fixed in its respective setting height.
  • the height-adjustable sleeve it is also possible for the height-adjustable sleeve to be screwed onto the thread of the tube of the support by means of an internal thread and for the support ring for the grid support rods to form the locking element for the sleeve.
  • the support ring designed as a threaded ring.
  • the height-adjustable sleeve and the support ring for the grid support rods are carried by an extension piece of pipe, which is axially displaceably arranged on the pipe of the support and is supported on a threaded ring screwed onto the thread of the pipe, is obtained
  • a column version with a large overall height which is suitable for raised floors that need to be raised accordingly.
  • the support ring for the grid support rods can be attached to the extension tube piece or can be formed in one piece with it.
  • the various embodiments of supports of a double floor described below are each set up in a grid on a raw floor of the building in question and anchored to this, if necessary.
  • Four grid support bars are connected rigidly to each support (except for the wall-side) and the individual floor slabs are laid on the substructure thus formed, with four floor slabs meeting with their corners centrally on a support.
  • the four corners of the floor slabs are supported on the supports and their edge areas on the grid support bars.
  • Figures 1 to 3 show a support 10 with a circular base plate 11 to which a tube 13 is welded in the center, which is provided with an external thread 12 in the upper region.
  • a support ring 14 designed as a threaded ring for the four grid support rods 15 assigned to the support 10 is screwed onto the external thread 12 of the tube 13.
  • Another threaded ring 16 serves (as a counter nut) for fixing the support ring 14 in its respective height position.
  • the grid support rods 15 consist of square tubes and have on their upper wall 17 and lower wall 18 vertically aligned identical concave end edges 20 and 19, the meaning of which will be described.
  • a sleeve 21 (with a smooth inner wall) is arranged axially displaceably, which is closed at the top by an end wall 22, so that one can also speak of a pot-like structure.
  • Reference number 23 denotes a head plate which is fastened to the end wall 22 of the sleeve 21 by means of a central screw 240.
  • the head plate 23 carries a plastic headrest 24, which is used to fix the corners of the four abutting floor plates 25, for sound insulation and to discharge electrical charges.
  • the base plates 25 are indicated in Fig. 1 only by dash-dotted lines and they are supported with their corners on the headrest 24 of the supports 10 and with their edge areas on strips 26 made of a sound-absorbing material, which are attached to the upper wall 17 of the grid support rods 15 .
  • the sleeve 21 has the same height as each grid support rod 15.
  • the support ring 14 serves as a support for the sleeve 21.
  • the grid support rods 15 are inserted, which are supported with their ends on the support rings 14 of adjacent supports 10.
  • the concave end edges 20 and 19 of the upper wall 17 and lower wall 18 of the grid support bars 15 and the end edges of the side walls of the grid support bars 15 fit snugly with the outer circumference of the sleeves 21, thereby providing a positive connection between the grid support bars and the two sleeves 21 is made.
  • the upper walls 17 of the grid support rods 15 are anchored at their ends to the head plate 23, which means that the grid support rods 15 are clamped at the ends at the top of the supports 10.
  • a downwardly projecting annular anchoring projection 27 is provided on the head plate 23, which engages in a suitable manner with arcuate recesses 28 comes on the upper walls 17 of the grid support rods 15 when the head plate 23 is fastened to the end wall 22 of the sleeve 21 by means of the screw 24.
  • the already mentioned plastic head support 24 is placed on the head plate 23 and then the base plates 25 can be placed on the substructure consisting of supports 10 and grid support bars 15.
  • the support 10A differs from the support 10 of FIGS. 1 to 3 only in that another head plate 23 'and a modified support ring 14' are provided, while the threaded ring 16 is omitted. Otherwise, the same parts are identified with the same reference numerals as in FIGS. 1 to 3.
  • the head plate 23 ' here consists of a circular disk with, for example, four holes for the passage of fastening screws 29, which in corresponding threaded holes in the upper walls 17 of the grid support rods 15 are screwed in.
  • the end regions of the upper walls 17 of the grid support rods 15 are anchored to each support 10A simply by screws 29.
  • the ends of the lower walls are also here 18 of the grid support rods 15 firmly clamped to each support 10A.
  • the support ring 14 ' has an upwardly projecting annular anchoring projection 30 which engages in arcuate recesses 31 on the lower walls 18 of the grid support bars 15 when the grid support bars 15 are placed on the support ring 14'.
  • the ends of the grid support rods 15, as in the exemplary embodiment according to FIGS. 1 to 3 are additionally connected to the sleeve 21 in a form-fitting manner. This also applies to the embodiment according to FIGS. 6 and 7, which is composed of parts of the embodiments of FIGS. 1 to 3 and 4 to 5, but additionally has an extension tube piece 32.
  • a hexagonal opening 41 is, for example, machined in the center of the end wall 22.
  • a downwardly projecting hexagonal projection 42 can be provided on the head plate 23 ', which engages appropriately in the hexagon opening 41 when the head plate 23' is placed on the end wall 22 of the sleeve 21 '.
  • extension tube piece 32 is axially displaceably arranged on the tube 13 of the support 10B and the sleeve 21 ′′ fits on the upper end of the extension tube piece 32, which is supported with its lower end on a threaded ring 33 which is on the external thread 12 of the tube 13 is unscrewed.
  • Another threaded ring 34 serves as a "lock nut” for fixing the threaded ring 33 in its respective height setting position.
  • the external thread 12 is in the Support 10B in the axial direction correspondingly longer than with ner supports 10 and 10A.
  • the height-adjustable sleeve 21 ′′ which supports the head plate 23 ′, has at its lower end the support ring 14 ′′ for the grid support rods 15, which is formed in one piece with it.
  • the support ring 14 '' is similar to the embodiment of FIGS. 4 and 5 provided with an annular anchoring projection 30 which engages appropriately in corresponding receiving openings 31 in the bottom walls 18 of the grid support rods 15 when the latter are placed on the support ring 14 ''.
  • both the support ring 14 ′′ for the grid support rods 15 and the base plates 25 can be adjusted in their height.
  • the distance required to adjust the height of the elements mentioned is relatively large in the support 10B.
  • the support 10C shown in FIGS. 8 and 9 largely corresponds to the support 10B of FIGS. 6 and 7.
  • the same parts are therefore also identified by the same reference numbers.
  • the head plate 23, which also has the support 10 of FIGS. 1 to 3 is screwed onto the sleeve 21 ′′ or the end wall 22 thereof by means of the central screw 240.
  • the anchoring of the upper walls 17 of the grid support rods 15 on the support 10C is not carried out here by screws 29, but by the annular anchoring projection 27 on the head plate 23, which, when the head plate 23 is fastened, in corresponding arcuate receiving openings 28 in the upper walls 17 of the Grid support rods 15 engages appropriately.
  • the support 10D shown in FIGS. 10 and 11 is also designed for raised floors that are to be raised relatively high and therefore also has an extension tube piece 32 ′ which is axially displaceable on the tube 13 or whose external thread section 12 is arranged and is supported on the threaded ring 33.
  • the support ring 14 '''for the grid support rods 15 is attached to the upper end of the extension tube piece 32' or is formed integrally therewith.
  • the support ring 14 ''', as in the exemplary embodiments according to FIGS. 6 and 8, is provided with the annular, upwardly projecting anchoring projection 30.
  • the height-adjustable sleeve 21 '' 'of the support 10D is supported on the support ring 14' '' and possibly attached to it, e.g. welded on.
  • the sleeve 21 '' ' is provided at its upper end with an end wall 22' which contains a central opening 36.
  • the head plate 23 of the support 10D practically corresponds to the head plate 23 of the embodiment according to FIGS. 1 to 3, but it is fastened, for example, to the end wall 22 ′ of the sleeve 21 ′′ ′′ by two diametrically opposite screws 35.
  • the grid support rods 15 (made of square tubes) are anchored with their upper wall 17 to the head plates 23, 23 'and also with their arc-shaped end edges 19 on the lower walls 18 and with the end edges of them in the last-described exemplary embodiments Side walls are in contact with the sleeves 21, 21 '', 21 '' '.
  • the end edges of the side walls of the grid support rods 15 can also maintain a distance from the sleeves 21, as is indicated, for example, in FIG. 1 by the dash-dotted lines 40, and it is emphasized that practically the same loads are also present in this version as in the described embodiments of the Grid support bars 15 can be removed via the supports 10 on the respective building floor.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • General Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Floor Finish (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Body Structure For Vehicles (AREA)
  • Bathtub Accessories (AREA)
  • Heat Treatment Of Strip Materials And Filament Materials (AREA)

Claims (9)

  1. Double plancher comprenant des montants de soutien réglables en hauteur, qui portent des semelles frontales ; des poutrelles d'un quadrillage de support consistant en des tubulures carrées, ancrées par leur paroi supérieure aux semelles frontales, et s'étendant entre les montants de soutien ; ainsi que des panneaux de planchéiage qui reposent par leurs coins sur les semelles frontales et, par leurs régions marginales, sur les poutrelles du quadrillage de support, caractérisé par le fait
    a) que les poutrelles (15) du quadrillage de support, constituées par des tubulures carrées, reposent additionnellement sur un anneau de support (14) implanté avec réglage en hauteur sur chaque montant de soutien (10),
    b) que les poutrelles (15) du quadrillage de support sont reliées à leurs extrémités par concordance de formes et/ou par interaction mécanique, au moins par les bords extrêmes (19) de leur paroi inférieure (18), à une douille respective (21) réglable en hauteur et placée sur les montants de soutien (10) associés, et ladite douille (21) repose sur l'anneau de support (4) ou forme une seule pièce avec ce dernier, et
    c) que les semelles frontales (23) sont fixées à l'extrémité supérieure des douilles (21) réglables en hauteur.
  2. Double plancher selon la revendication 1, caractérisé par le fait que les bords extrêmes des parois latérales des poutrelles (15) du quadrillage de support sont semblablement reliés, par concordance de formes et/ou par interaction mécanique, aux douilles (21) réglables en hauteur.
  3. Double plancher selon la revendication 1, caractérisé par le fait que la douille (21) réglable en hauteur, placée sur chaque montant de soutien (10), est obturée totalement ou partiellement, en partie haute, par l'intermédiaire d'une paroi frontale (22).
  4. Double plancher selon la revendication 1, caractérisé par le fait que l'anneau (14', 14'' et 14''') de support des poutrelles (15) du quadrillage de support présente une ou plusieurs protubérance(s) d'ancrage (30) saillant vers le haut et destinée(s) aux poutrelles (15) du quadrillage de support, munies d'orifices de réception (31) correspondants.
  5. Double plancher selon la revendication 1, caractérisé par le fait qu'une ou plusieurs protubérance(s) d'ancrage (27), saillant vers le bas et destinée(s) aux poutrelles (15) du quadrillage de support, munies d'orifices de réception (28) correspondants, est (sont) prévue(s) sur les semelles frontales (23).
  6. Double plancher selon la revendication 1, caractérisé par le fait que l'anneau de support (14, 14') est réalisé sous la forme d'un anneau taraudé, et est vissé sur un filetage de la tubulure (13) du montant de soutien (10, 10A).
  7. Double plancher selon l'une ou plusieurs des revendications précédentes, caractérisé par le fait que la douille (21') réglable en hauteur est vissée, au moyen d'un filetage intérieur, sur le filetage de la tubulure (13) du montant de soutien (10A), et l'anneau (14') de support des poutrelles (15) du quadrillage de support matérialise, simultanément, l'élément d'arrêt de ladite douille (21').
  8. Double plancher selon l'une ou plusieurs des revendications précédentes, caractérisé par le fait que la douille (21'') réglable en hauteur, et l'anneau (14'') de support des poutrelles (15') du quadrillage de support, sont portés par une pièce tubulaire de prolongement (32), qui est agencée à coulissement axial sur la tubulure (13) du montant de soutien (10B, 10C) et prend appui sur une bague taraudée (33), vissée sur le filetage de ladite tubulure (13).
  9. Double plancher selon la revendication 8, caractérisé par le fait que l'anneau (14''') de support des poutrelles (15) du quadrillage de support est fixé à la pièce tubulaire de prolongement (32'), ou est réalisé d'un seul tenant avec cette dernière.
EP92121648A 1991-12-11 1992-12-19 Faux plancher surélevé Expired - Lifetime EP0607462B1 (fr)

Priority Applications (5)

Application Number Priority Date Filing Date Title
DE4140802A DE4140802C2 (de) 1991-12-11 1991-12-11 Doppelboden
AT92121648T ATE126308T1 (de) 1991-12-11 1992-12-19 Doppelboden.
EP92121648A EP0607462B1 (fr) 1991-12-11 1992-12-19 Faux plancher surélevé
DE59203246T DE59203246D1 (de) 1991-12-11 1992-12-19 Doppelboden.
ES92121648T ES2075582T3 (es) 1991-12-11 1992-12-19 Doble suelo.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE4140802A DE4140802C2 (de) 1991-12-11 1991-12-11 Doppelboden
EP92121648A EP0607462B1 (fr) 1991-12-11 1992-12-19 Faux plancher surélevé

Publications (2)

Publication Number Publication Date
EP0607462A1 EP0607462A1 (fr) 1994-07-27
EP0607462B1 true EP0607462B1 (fr) 1995-08-09

Family

ID=25909974

Family Applications (1)

Application Number Title Priority Date Filing Date
EP92121648A Expired - Lifetime EP0607462B1 (fr) 1991-12-11 1992-12-19 Faux plancher surélevé

Country Status (4)

Country Link
EP (1) EP0607462B1 (fr)
AT (1) ATE126308T1 (fr)
DE (2) DE4140802C2 (fr)
ES (1) ES2075582T3 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20160230404A1 (en) * 2015-02-05 2016-08-11 Karl Peter Brandstrom Alignment stopper with adapter and method of use

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
IT1282863B1 (it) * 1995-10-16 1998-04-01 Luciano Bellonzi Struttura portante per rivestimenti in costruzioni civili, in particolare pavimenti.
DE102014017951A1 (de) * 2014-09-11 2016-03-17 J.H. Tönnjes Gmbh Vorrichtung und Verfahren zur Herstellung eines Oberflächenbelags
BE1026963B1 (nl) * 2019-01-10 2020-08-13 Solidor Bvba Steunlichaam geschikt voor plaatsing in een draagprofiel voor vloerdelen

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1023063A (en) * 1963-03-04 1966-03-16 Robert Charles Rolland Improvements in or relating to frame structures for flooring
FR1450491A (fr) * 1965-04-13 1966-06-24 Plancher surélevé démontable
FR2050197B3 (fr) * 1969-06-13 1973-03-16 Farvalube Francaise
FR2313518A1 (fr) * 1975-06-03 1976-12-31 Greet Structure demontable en treillis, notamment pour la construction de planchers artificiels
US4630417A (en) * 1984-02-13 1986-12-23 Collier William R Modular combination floor support and electrical isolation system for use in building structures
IL73748A0 (en) * 1984-12-05 1985-03-31 Alcol Ltd Pedestals for access floors
IT1210168B (it) * 1985-06-05 1989-09-06 I C E Co S P A Struttura portante per pavimenti sopraelevati.

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20160230404A1 (en) * 2015-02-05 2016-08-11 Karl Peter Brandstrom Alignment stopper with adapter and method of use

Also Published As

Publication number Publication date
EP0607462A1 (fr) 1994-07-27
DE4140802A1 (de) 1993-06-17
DE59203246D1 (de) 1995-09-14
DE4140802C2 (de) 1993-10-14
ES2075582T3 (es) 1995-10-01
ATE126308T1 (de) 1995-08-15

Similar Documents

Publication Publication Date Title
EP0616088A1 (fr) Couverture à résille plane ou spatiale, en particulier couverture à résille adaptée à la marche, formée de profiles et de noeuds
DE3147081A1 (de) "geruest fuer betonschalungen"
DE202004003022U1 (de) Bodenanker zur Halterung von Kanthölzern
DE69221000T2 (de) Gebäudekonstruktion
DE3833875A1 (de) Rasterstab fuer doppelboeden
DE3224986C2 (de) Vorrichtung zur Befestigung von Montageteilen an einer Betonwand
EP0802287B1 (fr) Grille de drainage réglable en hauteur
EP0169575B1 (fr) Système de châssis, en particulier pour supports ou pour l'aménagement intérieur
EP1335069B1 (fr) Pierre artificielle pour revêtements
DE20312122U1 (de) Vorgehängte Fassadenkonstruktion
EP0607462B1 (fr) Faux plancher surélevé
EP3216942A1 (fr) Système de structure de plancher
DE4204773A1 (de) Deckenschalung mit einer stuetze und fallhuelse
EP1247922B1 (fr) Support de sol avec une plaque de tête pour supporter une structure de faux plancher surélevé et structure de faux plancher surélevé
EP1160396B1 (fr) Mât pour une structure porteuse
DE9409626U1 (de) Balkonkonstruktion
DE2926780A1 (de) Schalungssystem mit rechteckigen tafeln
DE2556365A1 (de) Stuetzenturm
DE1163519B (de) Hoehenverstellbare Aufhaengevorrichtung fuer eine Unterdecke
DE4419589A1 (de) Abstandshalter zur positionierten Befestigung einer Latte an einer Decke oder Wand
EP0537727A1 (fr) Dispositif d'assemblage pour panneaux et/ou armatures en fer d'un coffrage composite
EP2425069B1 (fr) Dispositif d'aide à la mise à niveau pour des supports en bois/en poutre, notamment de recouvrements de balcon et de terrasse
EP3875703A1 (fr) Profilé d'étanchéité pour une structure porteuse pour éléments de façade
DE3829424C2 (fr)
DE7635823U1 (de) Bausatz fuer gebaeude

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: 19930114

AK Designated contracting states

Kind code of ref document: A1

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

17Q First examination report despatched

Effective date: 19950117

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 IT LI LU NL SE

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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRE;WARNING: LAPSES OF ITALIAN PATENTS WITH EFFECTIVE DATE BEFORE 2007 MAY HAVE OCCURRED AT ANY TIME BEFORE 2007. THE CORRECT EFFECTIVE DATE MAY BE DIFFERENT FROM THE ONE RECORDED.SCRIBED TIME-LIMIT

Effective date: 19950809

Ref country code: DK

Effective date: 19950809

REF Corresponds to:

Ref document number: 126308

Country of ref document: AT

Date of ref document: 19950815

Kind code of ref document: T

ET Fr: translation filed
GBT Gb: translation of ep patent filed (gb section 77(6)(a)/1977)

Effective date: 19950807

REF Corresponds to:

Ref document number: 59203246

Country of ref document: DE

Date of ref document: 19950914

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2075582

Country of ref document: ES

Kind code of ref document: T3

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

Ref country code: SE

Effective date: 19951109

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

Ref country code: AT

Effective date: 19951219

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

Ref country code: BE

Effective date: 19951231

Ref country code: LU

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

Effective date: 19951231

Ref country code: LI

Effective date: 19951231

Ref country code: CH

Effective date: 19951231

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

BERE Be: lapsed

Owner name: MERO-WERKE MAX MENGERINGHAUSEN G.M.B.H. & CO.

Effective date: 19951231

26N No opposition filed
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: FR

Effective date: 19960830

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

Ref country code: DE

Effective date: 19960903

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

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

Ref country code: GB

Effective date: 19961219

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 NON-PAYMENT OF DUE FEES

Effective date: 19961220

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

Ref country code: NL

Effective date: 19970701

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 19961219

NLV4 Nl: lapsed or anulled due to non-payment of the annual fee

Effective date: 19970701

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 19970113