EP0658660B1 - Bauelement zur Wärmedämmung - Google Patents

Bauelement zur Wärmedämmung Download PDF

Info

Publication number
EP0658660B1
EP0658660B1 EP94119465A EP94119465A EP0658660B1 EP 0658660 B1 EP0658660 B1 EP 0658660B1 EP 94119465 A EP94119465 A EP 94119465A EP 94119465 A EP94119465 A EP 94119465A EP 0658660 B1 EP0658660 B1 EP 0658660B1
Authority
EP
European Patent Office
Prior art keywords
insulating body
structural member
member according
bars
shear force
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
EP94119465A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP0658660A1 (de
Inventor
Armin Schumacher
Gerhard Trunz
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.)
Schoeck Bauteile GmbH
Original Assignee
Schoeck Bauteile GmbH
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 Schoeck Bauteile GmbH filed Critical Schoeck Bauteile GmbH
Publication of EP0658660A1 publication Critical patent/EP0658660A1/de
Application granted granted Critical
Publication of EP0658660B1 publication Critical patent/EP0658660B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/003—Balconies; Decks
    • E04B1/0038—Anchoring devices specially adapted therefor with means for preventing cold bridging

Definitions

  • the invention relates to a component for thermal insulation between two components to be concreted, in particular between a building and a cantilevered outer part, consisting of one to be installed in between Insulating body with integrated metallic pull, Compression and shear force bars that run across the insulating body extend through it and on both sides protrude into the components to be concreted, the Shear bars are bent so that they start from the building side diagonally from top to bottom through the Insulator run through and then in the area of Pressure zone in the direction of the cantilever to be concreted Project the outer part.
  • Such components allow cantilevered concrete parts especially balcony or loggia panels with the to connect the corresponding false ceiling of a building and the usual thermal bridges as far as possible to eliminate. They therefore sit down in practice through more and more and are now in numerous Embodiments known (DE-A-3 005 571, EP-A-0 121 685, EP-A-0 338 972 and DE-A-43 02 682).
  • each insulating body is made up of several equipped with horizontally continuous tension and compression rods, to absorb the bending moment at the clamping point serve while the shear bars from the Building side starting at an angle from top to bottom the insulator must pass through to the weight of the cantilevered outer part. They then run outside of the insulating body as well the tension and compression bars continue horizontally to provide adequate Covering with the connecting reinforcement of the to ensure concrete components bordering on both sides.
  • the present invention is based on the knowledge that that the thermal separation brought about by the standing components is achieved, even then it is desirable if the to be isolated from each other Components not from in-situ concrete but from factory prefabricated hollow body panels exist.
  • the invention is therefore the task at the beginning to improve the known components described, that they also connect to one or with two hollow body panels are suitable and safe in this condition can be transported.
  • the invention is based on the idea that the inventive Components not only on site, but already at the production site of the hollow body panels installed, i.e. with the two adjacent concrete components need to be connected.
  • the components are but then, especially during transport and storage exposed to the risk of stress for which they are not designed because, in contrast to the Pour with in-situ concrete where the components are in place and Remain in place, it can be transported with the invention Components assembled hollow body panels cause completely different burdens than with a resting balcony slab.
  • the invention those in the lower area of the insulator arranged push rods extended on both sides as this was previously only necessary for tension rods. It's playing therefore no longer matter whether in transport or in the Bearings transfer positive or negative bending moments Need to become.
  • Shear bars running in mirror image in the Insulating bodies are integrated, starting from the Building side not from above but from below into the Enter the insulating body and then diagonally upwards walking through it are also regarding Shear force absorption in both load directions equally covered.
  • a sufficient concrete covering of the shear bars ensure they are preferred in the Arranged in the middle of the and pressure rods, which may be in the same intermediate web run laterally opposite the central area are offset.
  • the hollow body plates can be integrated, they have recesses that line the cavities are assigned to the adjacent hollow body ceilings, if necessary immediately cursed with it. These recesses be after pulling out for the hollow body responsible displacement body closed, and expediently through molded parts, each pulled through the cavities of the plate or inserted into the joint from above. In the latter Case must be through appropriate formwork elements be ensured that when concreting the Joint area not full of concrete; therefore recommends it is necessary to provide recesses with a closed circumference, the approximately with the cavities in the hollow body plate align and with a simple cylindrical Molding can be closed.
  • This molding can consist of two parts with an inclined parting line, so that one along with relative displacement of both parts this parting line receives a change in cross-section, the jamming in the recess of the insulating body facilitated.
  • a particularly useful embodiment of the invention is characterized in that the insulating body drainage channels having. This makes it possible for water that is due to leaks in the balcony slab in the cavities of the projecting hollow body plate collects, discharges in a controlled manner so that it is not in penetrate the adjacent masonry or its plastering can. At the same time you can see that the seal, for example not in order within the balcony covering is.
  • the drainage channels are expedient the recesses and run to the bottom of the Insulator, where appropriate, if necessary, to a further Bus line can be connected.
  • the insulating body has a lower Height than the adjacent hollow body panels, i.e. the top of the insulator is opposite the top of the adjacent hollow body panels is a little bit down. This ensures that the horizontally back and forth planks to remove the soft tops of the slabs Can not damage the insulating body.
  • Another favorable design is the insulating body at least below, preferably also above, with fire protection panels to equip. To the different Taking into account thermal stress becomes the lower Fire protection plate thicker than the upper one, such that they are about 15 to 25 mm, the upper against is only about 5 to 10 mm thick.
  • Figure 1 shows two concrete slabs 1 and 2, at least of which the front, but usually also the rear is designed as a hollow body plate. You point a series of parallel, continuous cylindrical cavities 1a, the separated from each other by intermediate webs 1b are. Of course, the cavities can be la also closed at one end or at both ends be.
  • One of the two hollow body panels is to be erected in the Serve the building as a balcony or loggia plate and therefore opposite the one inside the building another plate to be insulated to prevent heat dissipation to prevent or reduce outdoors. This is in the joint between the two plates 1 and 2 the invention Component 3 installed. Its structure results itself from the following figures.
  • the component is made lighter Handling from two halves 3a and 3b, essentially are constructed the same way, namely from an elongated Insulator 4, the height of the wall thickness of the Hollow body panels is adapted and its thickness depending on the desired insulation is 6 cm to 12 cm. He is horizontal from numerous cylindrical openings 4a crosses with the openings la of the adjacent Align hollow body panels.
  • the tension and compression rods 5, 6 run horizontally through the insulating body 4 through it.
  • shear bars in the insulator 7 and 7 'integrated along a vertical plane run diagonally through the insulating body, outside of it, however, then horizontally are bent so that they are approximately at the level of the train and of the pressure rods in the adjacent hollow body plates run.
  • the pressure rods 6 are dimensioned and such an anchoring length in the adjacent Concrete components have that they can also be used as tension rods act and absorb about the same tensile stresses can like the tension rods 5.
  • the shear bars 7 itself with transverse bars arranged in mirror image 7 'alternate so that they shear in can accommodate both vertical directions.
  • each intermediate web 1b of the hollow body plate a tension rod 5, a compression rod 6, a transverse force rod 7 and a clip 8 assigned.
  • the reinforcement only in each provide second intermediate web 1b or the intermediate webs alternately only with tension and compression rods together with Plug-in brackets or only to be equipped with shear bars.
  • Figure 4a shows practically the same insulating body as Figure 4. It is only a little shorter and therefor with a fire protection plate 44 on the top and on the underside with a fire protection plate 45 equipped, for example, from a fiberglass-reinforced Lightweight board can exist.
  • the fire protection panel 44 extends on both sides across the width of the insulating body 4 in addition to any Gaps due to the tensile stress between the insulating body and shield the adjacent concrete components, what is arranged in the lower in the printing area Fire protection plate 45 is generally not necessary is. The latter is designed a little thicker.
  • Figure 5 shows that the insulating body 4 almost from two mirror-image sections 4 'and 4' 'assembled is.
  • the parting line between the two sections is placed so that all areas of the insulating body, where the reinforcing bars run, are touched. So are in the upper section 4 'recesses 40 for Tension rods and recesses 41 for the shear bars and in the lower section 4 '' recesses 42 for the shear bars and 43 for the pressure rods, each with corresponding counter surfaces of the other section correspond.
  • This allows all reinforcement bars can be easily positioned in the transverse direction therefore not pushed lengthways through the insulating body and after assembling the two sections 4 'and 4' 'they are due to each other corresponding counter surfaces reliably fixed.
  • Figure 6 shows a plug 10 in plan view and side view, to close the openings 4a of the insulating body is used. It is dimensioned that it holds by clamping in the openings.
  • Figure 7 shows another alternative to closing of the openings.
  • the openings 4a are initially open at the top and are then replaced by a suitable Insert 11 closed with an approximately U-shaped contour.
  • a suitable Insert 11 closed with an approximately U-shaped contour.
  • the area of the insulator that is later covered by the Inserts 11 should be closed by a corresponding Molding are occupied, that only the Leaves openings 4a free.
  • Figure 9 shows schematically the production of two an inventive component connected hollow body panels.
  • the all correspondingly from edge storage not shown the dimensions of the concrete slabs is initially surrounded lower reinforcement layers 60 for the concrete components 1 and 2 laid at the prescribed distance.
  • Component 3 according to the invention introduced in the joint area and its lower reinforcement bars with the reinforcement layers 60 of the two concrete components lashed (fig 9b).
  • Side displacement body 21 retracted, the Insulating body 4 is assigned to them so that this displacement body along the insulating body Cross openings 4a ( Figures 9c and 9d).
  • top reinforcement layer is put on 61, with the upper reinforcing bars of the insulator be connected ( Figure 9d), and the potting of the concrete can begin.
  • Figure 10 shows that the plug 10 in its lower area a recess 10d carries with the water drainage channel 12 of the insulating body corresponds and facilitates the drain. This is particularly important when in the cavities la the concrete slabs with concrete crumbs and the like can be expected, resulting in a small drainage cross-section could be clogged.
  • Figures 11 to 13 show another variant for closing the openings 4a in the insulating body.
  • a radially elastic ring 110 is used, part of its circumference inside is dented.
  • This dent 110a is replaced by a corresponding form 111 of that used for insertion Maintain stamp.
  • This dent can the ring 110 without chafing through the cavity la der Adjacent hollow body ceiling to be inserted, though he is in a relaxed state to a larger extent has than it corresponds to the cavity la.
  • the ring 110 is thus dented by the slide 111 pushed into the recess 4a and in there brought its relaxed, no longer dented shape. This can be done in that the lower part 111a the slide 11, which is responsible for the dent is withdrawn, whereby the ring 110 automatically relaxed to the outside and in the recess 4a of the insulating body is jammed.
  • the ring 110 can be cylindrical or also conical.
  • Essential is that the ring 110 in its lower area similar to the plug shown in Figure 10 has a recess 110b that is one-sided or is arranged on both sides and which the outflow of Water from the cavities 1a or 2a to the water drainage channel 12 of the insulating body allowed.
  • the slide is on has several protruding needles on its front, which carry the plug 112. This can do not twist the plug when inserting it, which is important if it is in the lower range Has drainage recesses.
  • This insertion process is from the plug and the slide generally carried as much concrete slurry with it, that the plug is not even conical Training sufficiently jammed in the insulating body and its position in the insulating body when the slide is removed maintains. So that the insertion movement of the slide is not too short or too long, it is recommended that it has a stop at its rear end.
  • a "top / bottom" marking can also be placed there when it comes down to it, the plug due to a drainage recess at an angle to use.
  • the invention is characterized by optimal suitability for hollow body panels.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Electron Sources, Ion Sources (AREA)
  • Glass Compositions (AREA)
  • Thermal Insulation (AREA)
  • Resistance Heating (AREA)
  • Insulated Conductors (AREA)
  • Macromolecular Compounds Obtained By Forming Nitrogen-Containing Linkages In General (AREA)
  • Control Of Vending Devices And Auxiliary Devices For Vending Devices (AREA)
EP94119465A 1993-12-15 1994-12-09 Bauelement zur Wärmedämmung Expired - Lifetime EP0658660B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE4342673 1993-12-15
DE4342673A DE4342673A1 (de) 1993-12-15 1993-12-15 Bauelement zur Wärmedämmung

Publications (2)

Publication Number Publication Date
EP0658660A1 EP0658660A1 (de) 1995-06-21
EP0658660B1 true EP0658660B1 (de) 1999-03-24

Family

ID=6505015

Family Applications (1)

Application Number Title Priority Date Filing Date
EP94119465A Expired - Lifetime EP0658660B1 (de) 1993-12-15 1994-12-09 Bauelement zur Wärmedämmung

Country Status (8)

Country Link
US (1) US5799457A (da)
EP (1) EP0658660B1 (da)
AT (1) ATE178110T1 (da)
CZ (1) CZ283486B6 (da)
DE (2) DE4342673A1 (da)
DK (1) DK0658660T3 (da)
HU (1) HU216426B (da)
PL (1) PL306273A1 (da)

Families Citing this family (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19519630A1 (de) * 1995-05-29 1996-12-05 Sfs Handels Holding Ag Kragplatten- und/oder Fugenelement für bewehrte Baukonstruktionen
HU223050B1 (hu) * 1997-07-03 2004-03-01 Pfeifer Seil- Und Hebetechnik Gmbh. & Co. Készülék és eljárás vasalt betonelemek összekötésére
DE19731093B4 (de) * 1997-07-19 2004-07-15 Schöck Bauteile GmbH Bauelement zur Wärmedämmung
DE10019014A1 (de) 2000-04-17 2001-10-18 Mea Meisinger Stahl & Kunststo Wärmedämmendes, Brandgeschütztes Anschlussbauteil zum Anschluss eines Getragenen an ein Tragendes Bauteil und Verfahren zur Verbindung des Anschlussbauteils mit dem Getragenen oder Tragenden Bauteil
FR2887905B1 (fr) * 2005-06-30 2007-08-31 Lafarge Sa Rupteur thermique
DE102005039025A1 (de) * 2005-08-18 2007-02-22 Schöck Bauteile GmbH Bauelement zur Wärmedämmung
US20100223870A1 (en) * 2009-03-04 2010-09-09 Cincinnati Thermal Spray Inc. Structural Member and Method of Manufacturing Same
DE102009011616A1 (de) * 2009-03-04 2010-09-09 Schöck Bauteile GmbH Schalungsvorrichtung und Verfahren zum Schaffen einer Aussparung beim Gießen eines Bauteils
DE502009000173D1 (de) * 2009-03-12 2010-12-23 Gerhard Krummel Vorrichtung zum Verbund von Fertigbetonteilen
DE102010016096B3 (de) * 2010-03-23 2011-06-16 Max Frank Gmbh & Co. Kg Kragplattenanschlusselement
CA2776632C (en) * 2011-05-11 2019-08-13 Composite Technologies Corporation Load transfer device
DK2653625T3 (da) * 2012-04-20 2019-03-11 Halfen Gmbh Termisk isolerende konstruktionselement
US8973317B2 (en) 2013-05-13 2015-03-10 James Larkin Thermal break for concrete slab edges and balconies
BE1023959B1 (nl) * 2016-03-17 2017-09-22 Plakabeton Nv Brandwerend constructie-element voor het realiseren van een verbinding tussen thermisch geisoleerde delen van een gebouw
DE102016124736A1 (de) * 2016-12-19 2018-06-21 Schöck Bauteile GmbH Bauelement zur Wärmedämmung
EP3737799B1 (en) * 2018-01-10 2022-12-28 Jencol Innovations, LLC Thermal break for concrete slabs
RO137111A2 (ro) 2021-05-31 2022-11-29 Zirabis Domum S.R.L. Structură de susţinere pentru anveloparea termică a imobilelor, mod de realizare şi mod de utilizare
CN115506538B (zh) * 2022-09-21 2024-06-21 黄均贤 一种由复合连接组件制成的混凝土骨架结构及搭建方法

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0338972A1 (de) * 1988-04-22 1989-10-25 Bau-Box Ewiag Kragplattenanschlusselement

Family Cites Families (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3803788A (en) * 1968-06-19 1974-04-16 P Artmann Building construction and process for producing structural elements for such construction
AT364502B (de) * 1980-02-13 1981-10-27 Ebenseer Betonwerke Gmbh Hohltraeger, insbesondere deckentraeger
DE3005571C2 (de) * 1980-02-14 1982-02-18 Schöck, Eberhard, 7570 Baden-Baden Bauelement zur Wärmedämmung bei Gebäuden
DE3309254A1 (de) * 1983-03-15 1984-10-04 Manfred Dierichs Druckelement in einem waermedaemmenden bauteil fuer vorkragende gebaeudeteile
CH654614A5 (en) * 1983-04-11 1986-02-28 Selam Sa Precast reinforced-concrete wall or floor element with built-in insulation
ATE38069T1 (de) * 1984-01-13 1988-11-15 Pawe Ag Kragplattenanschlusselement.
DE3519967A1 (de) * 1985-06-04 1986-12-04 Veit Dennert KG Baustoffbetriebe, 8602 Schlüsselfeld Betonfertigplatte mit geschossabdeckteil und balkonkragteil
CH678204A5 (da) * 1989-03-20 1991-08-15 Egco Ag
DE8905521U1 (de) * 1989-05-02 1989-06-29 Hoff, Walter, 4000 Düsseldorf Dämmendes Übergangselement, insbesondere für Kragplatten-Anschlüsse
AT395622B (de) * 1989-06-05 1993-02-25 Josef Fuhs Bewehrung fuer den anschluss einer balkonplatte
US5032439A (en) * 1989-08-25 1991-07-16 Massachusetts Institute Of Technology Thermal insulations using vacuum panels
DE4033505A1 (de) * 1990-10-20 1992-04-23 Schoeck Bauteile Gmbh Bauelement zur waermedaemmung bei gebaeuden
DE4112494A1 (de) * 1991-04-17 1992-10-22 Bauunternehmung Und Betonwerke Hohldeckenplatte aus beton
DE4302682A1 (de) * 1993-02-01 1994-08-04 Schoeck Bauteile Gmbh Bauelement zur Wärmedämmung

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0338972A1 (de) * 1988-04-22 1989-10-25 Bau-Box Ewiag Kragplattenanschlusselement

Also Published As

Publication number Publication date
HU9403595D0 (en) 1995-02-28
DE59408001D1 (de) 1999-04-29
DE4342673A1 (de) 1995-06-22
CZ283486B6 (cs) 1998-04-15
PL306273A1 (en) 1995-06-26
HUT68432A (en) 1995-06-28
ATE178110T1 (de) 1999-04-15
HU216426B (hu) 1999-06-28
DK0658660T3 (da) 1999-05-25
EP0658660A1 (de) 1995-06-21
US5799457A (en) 1998-09-01
CZ313594A3 (en) 1995-07-12

Similar Documents

Publication Publication Date Title
EP0658660B1 (de) Bauelement zur Wärmedämmung
AT396274B (de) Bewehrungskoerper fuer eine deckenplatte
DE3005571C2 (de) Bauelement zur Wärmedämmung bei Gebäuden
DE69802193T2 (de) Säule aus verbundstahl-beton
EP0338972B1 (de) Kragplattenanschlusselement
DE60023159T3 (de) Hohlplatte zur herstellung von einem bodenfeld in welches leitungen eingebaut werden können und verfahren zum herstellen eines bodenfelds mit leitungen
EP0499590A1 (de) Wärmedämmendes Kragplattenanschlusselement und Verwendung desselben
DE3700295A1 (de) Bauelement zur isolierung bei gebaeuden
AT402084B (de) Verlorenes schalungselement
EP1589156B1 (de) Verbindungselement zur Verbindung von Betonfertigteilen
EP0117443B1 (de) Bleibende, wärmedämmende Schalung für Wandkonstruktion
DE69303423T2 (de) Wandelement
EP0841439B1 (de) Kragplattenanschlusselement
EP1101883B1 (de) Verfahren zur Herstellung eines Bewehrungsanschlusses zwischen einem bewehrten Betonbauteil und einem Anschlussbauteil
EP1113115A2 (de) Hülsen-/Dorn-Verbindung zwischen benachbarten Bauteilen
DE2841055A1 (de) Rolladenkasten mit gestuerztem u-profil und stirnseitigen abschlussdeckeln
DE3632703A1 (de) Fugen-schalungs-element
DE2350348A1 (de) Bausteine und bauplatten
DE852606C (de) Verfahren zur Herstellung von Gebaeudewaenden und sonstigen Traggliedern mittels Hohlblocksteinen
DE19613775C2 (de) Sturz für die Erstellung der oberen Begrenzungen von Durchbrüchen, Fenster- und/oder Türöffnungen oder dergleichen
EP3456895B1 (de) Mit betonstützen versehene mauer und verfarhen zur herstelung einer solchen mauer
EP1148179A1 (de) Wärmedämmendes, brandgeschütztes Anschlussbauteil zum Anschluss eines getragenen an ein tragendes Bauteil und Verfahren zu seiner Verbindung
DE10046138C2 (de) Fertigmodul für Gebäudeetagen eines Hauses und Verfahren zur Herstellung und Aufbau von Gebäudeteilen aus Fertigmodulen
AT381538B (de) Fertigteil aus gasbetonplatten
DE4337000C2 (de) Fertigkellerteil und Verfahren zur Herstellung von Fertigkellerteilen

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 FR GB IT LI LU NL SE

17P Request for examination filed

Effective date: 19950529

17Q First examination report despatched

Effective date: 19960422

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 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: 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: 19990324

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: 19990324

REF Corresponds to:

Ref document number: 178110

Country of ref document: AT

Date of ref document: 19990415

Kind code of ref document: T

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: COM PAT AG

Ref country code: CH

Ref legal event code: EP

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

Effective date: 19990325

REF Corresponds to:

Ref document number: 59408001

Country of ref document: DE

Date of ref document: 19990429

REG Reference to a national code

Ref country code: DK

Ref legal event code: T3

NLV1 Nl: lapsed or annulled due to failure to fulfill the requirements of art. 29p and 29m of the patents act
PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LU

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

Effective date: 19991209

Ref country code: GB

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

Effective date: 19991209

Ref country code: DK

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

Effective date: 19991209

Ref country code: AT

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

Effective date: 19991209

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: 19991231

Ref country code: CH

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

Effective date: 19991231

Ref country code: BE

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

Effective date: 19991231

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
BERE Be: lapsed

Owner name: SCHOCK BAUTEILE G.M.B.H.

Effective date: 19991231

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

Effective date: 19991209

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: 20000831

REG Reference to a national code

Ref country code: DK

Ref legal event code: EBP

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

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

Ref country code: SE

Payment date: 20001102

Year of fee payment: 7

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

Ref country code: DE

Payment date: 20001222

Year of fee payment: 7

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: 20011210

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: 20020702

EUG Se: european patent has lapsed

Ref document number: 94119465.6