EP1019597B1 - Tragkonstruktion zum montieren einer zweiten dacheindeckung über eine bestehende dacheindeckung mit wellplatten - Google Patents
Tragkonstruktion zum montieren einer zweiten dacheindeckung über eine bestehende dacheindeckung mit wellplatten Download PDFInfo
- Publication number
- EP1019597B1 EP1019597B1 EP98948953A EP98948953A EP1019597B1 EP 1019597 B1 EP1019597 B1 EP 1019597B1 EP 98948953 A EP98948953 A EP 98948953A EP 98948953 A EP98948953 A EP 98948953A EP 1019597 B1 EP1019597 B1 EP 1019597B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- profile
- support
- roof
- resting
- corrugated
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D3/00—Roof covering by making use of flat or curved slabs or stiff sheets
- E04D3/36—Connecting; Fastening
- E04D3/3608—Connecting; Fastening for double roof covering or overroofing
Definitions
- the present invention relates to a supporting structure for mounting a second roof covering over an existing roof covering with Corrugated sheets, in particular corrugated sheets made of asbestos cement.
- DE-A-42 29 385 proposes screwing the Asbestos cement corrugated sheets on the existing roof substructure Anchoring of support rails for to use the second roof shell on the wave crests of the wave profile. If the second roof shell consists of plates, their greatest length is smaller than the distance between the support rails specified by the purlins the use of an auxiliary carrier rail system is proposed. The Distances between the support rails are at right angles bridged auxiliary support rails bridged to the support rails. The latter are U profiles which are inserted in the troughs of the corrugated sheets, so that you Cross leg lies in the plane of the cross profiles.
- Subcarrier loops are by means of rod-shaped connecting pieces connected, which are arranged under the support rails and with these are screwed.
- the corners of these connecting pieces are beveled in such a way that they are supported on the side flanks of the corrugated sheets.
- the height of the U-legs the subcarrier rails is dimensioned such that they are not get up in the wave valleys.
- crossbars can be this fastening system problems arise from the fact that in wind or Snow load, the load on the individual attachment points of the Wave crests assume impermissible values because the carrier rails on the Wave peaks of the asbestos weliplates lie on top.
- the asbestos sheets were originally not intended for such a burden and consequently can break.
- the asbestos panels are indeed burdened much cheaper, but here too there is a risk that the Break asbestos panels.
- the breaking point lies in the area of Wavy flanks, where the cross pieces with their bevelled edges support. Even if such breaks in the lower part of the Wavy flanks of the asbestos panels the strength of the new roof covering not necessarily affect, they must be prevented, as this Health-endangering asbestos fibers are released into the building can penetrate.
- DE-A-36 03 716 it is proposed to attach the second Roof shell support strips to be used which are laid parallel to the eaves edge become. These support strips have a sinusoidal shape on their underside Recesses on both in their period length and in their Amplitude are adapted to the waves of the asbestos corrugated sheets. In a first Execution these support strips are sawn out of wooden beams. The wooden beams have the advantage of laying on the corrugated sheets over a relatively large area. Indeed they are also relatively heavy and unwieldy. It is therefore in the DE-A-36 03 716 also proposed the support strips made of plastic or To manufacture sheet metal.
- the sheet metal support strip presented is a U-shaped profile is arranged transversely to the shafts, the bent leg of the U-profiles are cut out in such a way that their shape matches the wave profile of the original coverage is adjusted.
- the U-profiles To the bearing surface of this To enlarge support strips made of sheet metal, it is proposed the U-profiles. However, there is still a risk that the corrugated sheets be damaged by the sharp sheet metal edges.
- DE-A-36 03 716 proposes to cover the Corrugated sheets with bricks, wooden support strips across the waves Fasten.
- Support elements are used by means of which the Support the support strips in the corrugation troughs of the corrugated sheets.
- the support element is produced by bending from a strip profile. It includes a flat mounting flange which is attached to the support bar, and down on at least one side of this mounting flange bent support leg.
- the foot end of this support leg has a bend adapted to the shape of the wave valley, which is a support zone with a wide contact area in at least one trough formed.
- the present invention is based on an easy and simple task to create supporting structure to create a second roof covering to be installed over a first roof covering with corrugated sheets, one Damage to the existing corrugated sheets largely avoided and a excellent strength of the supporting structure is to be guaranteed.
- the device from DE-A-36 03 716 comprises an inventive Support structure at least one transverse to the waves of the corrugated sheets extending support profile and at least one support element by means of which itself this support profile in each case in at least one trough of the corrugated sheets supported.
- a support element is like the support elements from DE-A-36 03 716, made from a strip profile. The latter is done by bending in Transverse direction to the waves so to the wave profile of the corrugated sheets adapted that there is a support zone with a broad support area in at least one trough.
- the Contrary to the support elements from DE-A-36 03 716 is the on both sides Support zone each formed an upward leg.
- the Supporting elements for the supporting structure according to the invention can be used with a Minimum material can be produced by bending alone. They are consequently very easy to manufacture, yet their shape optimally matches that Profile of the corrugated sheets is adapted and even without assembly Difficulties can be corrected. It can thus be guaranteed that the support elements are always at the bottom of the wave troughs, i.e. where the corrugated sheets on the existing roof substructure rest directly, support relatively broadly. This increases the risk that the corrugated sheets break under the support elements greatly reduced.
- the Support structure according to the invention has a high strength, and sharp Sheet edges and ends that could damage the corrugated sheets, no longer come into contact with the corrugated sheets.
- the support elements In the area where the support elements are supported on the corrugated sheets the surface of these plates, for example, sealed with a synthetic resin become. Furthermore, the support elements can be used in their support area a formable base, for example a flow or rubber band, be underlaid. Both measures contribute to this, for example in the case of strong ones Wind load, scrubbing of the support elements on the corrugated sheets avoid.
- the same result can also be achieved in that a curing molding compound when installing the support elements in the trough, between corrugated sheet and strip profile. Because the cured Form a completely to the shape of the support element adapted support in the trough forms the power transmission between support element and corrugated sheet additionally improved.
- the support elements can therefore be attached individually to the corrugated sheets.
- the support profiles are then attached to the mounting flanges of the support elements screwed.
- the band profile is bent such that it in two adjacent troughs lies over a wide area.
- the support element in the area in which the Band profile the wave crest between the two neighboring wave troughs spanned using an existing fastener (such as screws or grub screws) of the corrugated sheets attached to the roof substructure become. Accordingly, no new holes need to be drilled in the corrugated sheets to attach the support element.
- the support element comprises in the area where the band profile the wave crest between the spanned two neighboring wave valleys, advantageously an opening through the the head of the existing fastening screw or the nut on the existing threaded rod can be pushed through. This opens into this opening Elongated hole whose width is only slightly larger than the diameter of the Screw shaft, or the threaded pin.
- This version needs the existing nut or bolt just to be loosened a bit to get that To be able to attach the support element.
- Figure 1 shows a view of an existing roof covering Corrugated sheet-mounted support structure.
- Figure 3 shows a front view of an embodiment of an inventive Support element.
- Figure 2 shows a plan view of an embodiment of the support element.
- the present invention relates to a support structure for mounting a second roof covering over an existing roof covering with Corrugated sheets, in particular corrugated sheets made of asbestos cement.
- This support structure is mainly used for the renovation of roofs with corrugated sheets Asbestos cement is used, the cavity between the old and the new roofing advantageous with insulating or sound absorbing Material can be replenished.
- Such a support structure 10 is shown in Fig. 1. It includes one Support profile 12, e.g. made of metal or wood, which is essentially about the entire width of the roof covering to be renovated from corrugated sheets 14 extends, and generally with the help of several, across the width of the roof distributed support elements 16 supports on the corrugated sheets 14. Alternatively, several shorter support profiles 10 in width can be mounted side by side.
- Support profile 12 e.g. made of metal or wood, which is essentially about the entire width of the roof covering to be renovated from corrugated sheets 14 extends, and generally with the help of several, across the width of the roof distributed support elements 16 supports on the corrugated sheets 14.
- several shorter support profiles 10 in width can be mounted side by side.
- FIG. 2 An advantageous embodiment of a support element 16 is shown in FIG. 2 shown. It is preferably made from a band profile, e.g. made of metal, the width and material thickness of the strip profile being chosen in such a way that a high enough strength for the loads to be carried Support element 16 is reached.
- the manufacture is simple by appropriately bending the band profile, the shape during the Assembly can still be improved without difficulty.
- the support element 16 has a support zone in its lower region, which is designed such that the support element 16 in assembled Condition in two adjacent troughs 18 and 20 of the corrugated sheet 14 supports, wherein the support element 16 between the troughs 18th and 20 lying wave crest 19 spanned.
- the support element comprises 16 two support areas 22 and 24, the shape of which corresponds to the shape of the Corrugated valleys 18 or 20 is adapted so that they are broad, i.e. on a relative large length in the transverse direction to the waves, lie in the wave valleys.
- the two contact areas 22, 24 are separated by one, the crest 19 spanning central web 26 connected, which is preferably shaped such that the crest 19 is spanned at a certain distance. This is ensures that the support element 16 is always at the bottom in the Wave valleys 22, 24 supports and that no weight from the crest 19 will be carried. In other words, the support element 16 lies only on the Place the corrugated sheets on which the corrugated sheets 14 on the existing Support the roof substructure 27 immediately. This configuration of the Support zone of the support element 16 reduces the risk that the under the support elements 16 lying corrugated sheets 14 break considerably.
- the support member 16 each includes an upstanding one Legs 28, 30, on which the support profile 12 is later mounted.
- the two Legs 28, 30 thus act as a spacer between the existing and the roof covering to be installed, with which a space for a possible Storage of insulating and sound-absorbing insulating material is created. Accordingly, their height is at the desired distance adjusted between the two roof coverings.
- the legs 28, 30 do not necessarily extend vertically upwards need, as shown in Fig. 1 or 2, but that they are around a certain Angle may be inclined from the vertical, being for example, diverge upwards in a trapezoidal shape.
- each leg has 28 or 30 on its upper end each have a substantially horizontal mounting flange 32 or 34 on which the support profile 12 comes to rest and on which it is attached by means of screws, rivets or nails.
- the mounting flanges 32, 34 preferably extend laterally from the legs 28, 30, wherein they run in alignment with the support profile 12 to be mounted. the Those skilled in the art will understand that the flanges are both outward, i.e. away from each other, as well as inwards, i.e. towards each other can, or that they extend on both sides of the respective leg can.
- the Support structure 10 After fixing the support profile 12 to the support element 16, the Support structure 10 in the area of the support then a closed, four-sided Profile that is characterized by high strength.
- Figure 3 shows a plan view of a support element 16.
- the support member 16 is preferably by suitable bending made of a band profile.
- the band profile at Manufacture provided with an opening 36 through which the support element 16th is later installed on the existing roof covering.
- the assembly takes place preferably with the existing fastening means 38, e.g. a Screw or a threaded rod with nut, the existing roof covering. Since corrugated sheets generally in the area of the wave crests with the Screwed roof substructure, the opening 36 in the Center bar 26 executed, i.e. in the area in which the band profile Wellenberg 19 spanned.
- FIG 3 shows an advantageous form of the opening 36, the one particularly simple and quick assembly of the support element 16 on the roof to be refurbished without the fasteners 38 completely the existing roof covering must be unscrewed.
- the opening has a bore 40, into which a transverse to the band profile executed slot 42 opens.
- the diameter of the bore 40 is there chosen so that the head of an existing screw 38, or the nut an existing threaded rod through the bore 40 are performed can, the width of the slot 42, however, is only slightly larger than that Shank of the screw or the threaded rod 38.
- the existing nut or Slightly loosened screw and through the bore 40 in the support element 16 carried out.
- the support element 16 is then in the direction of the elongated hole 42 moved until its edges under the head of the screw or under the Engage the nut of the threaded rod. If the screw or Tightened again, the middle web 26 of the support element 16 lies down to the crest 19 of the corrugated plate 14, or to a sealing element 44 of the existing fasteners, whereby the support element 16 on the Corrugated plate 14 is attached.
- the support element 16 advantageously during assembly in a quick-curing Molding compound (not shown) used, which previously at the installation site of the Support element was introduced into the trough. Forms after curing this molding compound in the trough 18, 20 thus a completely to the shape of Support area 22, 24 of the support element adapted support (not shown).
- the various support elements 16 are attached to the existing roof covering and only then the support profile 12 placed on the mounting flanges 32, 34 and on these are attached using screws, rivets or nails.
- the specialist it becomes clear that the support structure can also be installed the other way round can, i.e. that first the support profile 12 with the support elements 16th screwed and then the entire support structure 10 on the renovating roof is installed.
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
Description
Claims (7)
- Tragkonstruktion zum Montieren einer zweiten Dacheindeckung über einer ersten Dacheindeckung mit Wellplatten (14) die auf einer bestehenden Dachunterkonstruktion (27) befestigt sind, umfassend mindestens ein quer zu den Wellen der Wellplatten (14) verlaufendes Tragprofil (12) und mindestens ein Abstützelement (16) mittels dem sich dieses Tragprofil (12) in mindestens einem Wellental (18, 20) der Wellplatten (14) abstützt,
wobei das Abstützelement (16) aus einem Bandprofil hergestellt ist, das durch Biegen in Querrichtung zu den Wellen derart an das Wellenprofil der Wellplatten (14) angepaßt ist, daß das Abstützelement (16) In seinem unteren Bereich eine Auflagezone mit einem breitflächigen Auflagebereich (22, 24) in mindestens einem Wellental (18, 20) ausbildet,
dadurch gekennzeichnet,
daB das Bandprofil beidseitig der Auflagezone jeweils einen nach oben gerichteten Schenkel (28, 30) ausbildet, wobei die beiden Schenkel (28, 30) mit ihrem oberen Ende jeweils am Tragprofil (12) befestigt sind, so daß ein geschlossenes Profil als Auflager ausgebildet wird. - Tragkonstruktion nach Anspruch 1, dadurch gekennzeichnet, daß an jedem der beiden Schenkel (28, 30) ein Befestigungsrlansch (32, 34) abgebogen ist an dem das Tragprofil (12) festgeschraubt ist,
- Tragkonstruktion nach einem der Ansprüche 1 bis 2, dadurch gekennzeichnet, daß das Bandprofil durch Biegen in Querrichtung zu den Wellen derart an das Wellenprofil der Wellplatten (14) angepaßt ist. daß das Abstützelement eine Auflagezone mit einem breitflächigen Auflagebereich (22, 24) in zwei benachbarten Wellentälern (18, 20) ausbildet,
- Tragkonstruktion nach Anspruch 3, dadurch gekennzeichnet, daß das Abstützelement (16), in dem Bereich, in dem das Bandprofil den Wellenberg (19) zwischen den zwei benachbarten Wellentälern (18, 20) überspannt mittels einem vorhandenen Befestigungsmittel (38) der Wellplatten (14) an der Dachunterkonstruktion (27) befestigt ist.
- Tragkonstruktion nach Anspruch 4, wobei das vorhandene Befestigungsmittel eine Schraube mit Schaft und Kopf oder ein Gewindestift mit Mutter umfaßt, dadurch gekennzeichnet, das das Abstützelement (16) in dem Bereich, in dem das Bandprofil den Wellenberg (19) zwischen den zwei benachbarten Wellentälem (18, 20) überspannt, eine Öffnung (40) umfaßt, durch die der Schraubenkopf, bzw. die Mutter durchsteckbar ist, wobei In diese Öffnung (40) ein Langloch (42) einmündet, dessen Breite nur leicht größer als der Durchmesser des Schraubenschafts, bzw. des Gewindestifts ist,
- Tragkonstruktion nach einem der Ansprüche 1 bis 5, gekennzeichnet durch eine aushärtende Formmasse die bei der Montage eines Abstützelementes (16) ins Wellental (18, 20) zwischen Wellplatte (14) und Bandprofil eingebracht wird, und nach dem Aushärten Im Wellental ein Auflager für das Abstützelement ausbildet
- Tragkonstruktion nach einem der Ansprüche 1 bis 5, gekennzeichnet durch eine verformbare Unterlage zwischen Wellplatte (14) und Bandprofil.
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
LU90143A LU90143B1 (de) | 1997-10-01 | 1997-10-01 | Tragkonstruktion zum Montieren einer zweiten Dacheindeckung ueber eine bestehende Dacheindeckung mit Wellplatten |
LU90143 | 1997-10-01 | ||
PCT/EP1998/005768 WO1999016987A1 (de) | 1997-10-01 | 1998-09-10 | Tragkonstruktion zum montieren einer zweiten dacheindeckung über eine bestehende dacheindeckung mit wellplatten |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1019597A1 EP1019597A1 (de) | 2000-07-19 |
EP1019597B1 true EP1019597B1 (de) | 2004-02-25 |
Family
ID=19731710
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP98948953A Expired - Lifetime EP1019597B1 (de) | 1997-10-01 | 1998-09-10 | Tragkonstruktion zum montieren einer zweiten dacheindeckung über eine bestehende dacheindeckung mit wellplatten |
Country Status (5)
Country | Link |
---|---|
EP (1) | EP1019597B1 (de) |
AU (1) | AU9539498A (de) |
DE (1) | DE59810858D1 (de) |
LU (1) | LU90143B1 (de) |
WO (1) | WO1999016987A1 (de) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2813625B1 (fr) * | 2000-09-04 | 2003-09-05 | Epdm Distrib | Sur-couverture pour toiture en plaque ondulee fibre-ciment |
FR2851275B1 (fr) * | 2003-02-19 | 2007-12-21 | Jean Pierre Champeau | Fixation pour surtoiture en plaque ondulee fibre-ciment |
FR2899260B1 (fr) * | 2006-04-03 | 2008-05-16 | Jean Pierre Champeau | Fixation pour surtoiture en plaque ondulee fibre ciment |
Family Cites Families (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3603716A1 (de) | 1985-02-07 | 1986-08-07 | Erhard 5910 Kreuztal Klappert | Befestigungselement fuer dacheindeckungen |
FR2637633B1 (fr) * | 1988-10-12 | 1993-04-16 | Omnium Francais Indl Cal | Toit en tuiles plates, son procede de realisation, et element de support et repartition de charge pour un tel toit |
DE4229385A1 (de) | 1992-09-03 | 1994-03-10 | Clausing Ruediger Dipl Ing | Verfahren zur Sanierung von mit Wellplatten eingedeckten Dächern |
SE500689C2 (sv) * | 1992-10-21 | 1994-08-08 | Plannja Ab | Förfarande och anordning för läggning av ett nytt tak på ett befintligt tak uppvisande vågformiga plattor |
DE9216688U1 (de) * | 1992-12-08 | 1993-09-02 | ESP Vertriebsgesellschaft mbH Produkte für Dach und Wand, 97295 Waldbrunn | Dachauflage zur Sanierung und gleichzeitigen Wärmeisolierung von Wellasbestzementdächern |
SE500803C2 (sv) * | 1993-01-15 | 1994-09-05 | Plannja Ab | Förfarande och anordning vid läggning av ett nytt yttertak på ett befintligt yttertak |
DE9402806U1 (de) * | 1994-02-21 | 1994-06-23 | Trotter, Sebastian, Dipl.-Ing., 21244 Buchholz | Befestigungsadapter für Wellasbest-Dachsanierungen aus Metall oder Kunststoff |
NO300700B1 (no) * | 1995-03-03 | 1997-07-07 | Ulf Hansen | Fremgangsmåte ved utvendig utbedring av tak, takkonstruksjon, og et festemiddel til bruk ved utvendig utbedring av takkonstruksjonen |
LU88777A1 (de) * | 1996-06-19 | 1997-12-19 | Commercial Intertech S A | Verfahren zum Bohren in asbesthaltigen Werkstoffen und seine Anwendung fuer die Sanierung von Asbestzementdaechern |
-
1997
- 1997-10-01 LU LU90143A patent/LU90143B1/de active
-
1998
- 1998-09-10 WO PCT/EP1998/005768 patent/WO1999016987A1/de active IP Right Grant
- 1998-09-10 EP EP98948953A patent/EP1019597B1/de not_active Expired - Lifetime
- 1998-09-10 DE DE59810858T patent/DE59810858D1/de not_active Expired - Fee Related
- 1998-09-10 AU AU95394/98A patent/AU9539498A/en not_active Abandoned
Also Published As
Publication number | Publication date |
---|---|
AU9539498A (en) | 1999-04-23 |
WO1999016987A1 (de) | 1999-04-08 |
EP1019597A1 (de) | 2000-07-19 |
LU90143B1 (de) | 1999-04-02 |
DE59810858D1 (de) | 2004-04-01 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP1734588A2 (de) | Dacheindeckung und Verfahren hierfür | |
DE3214890C2 (de) | ||
EP0145854B1 (de) | Dachkonstruktion | |
CH661555A5 (en) | Insulating element for a heat-insulating and sound-insulating roof substructure | |
DE102004049595B3 (de) | Dachhaken | |
EP1019597B1 (de) | Tragkonstruktion zum montieren einer zweiten dacheindeckung über eine bestehende dacheindeckung mit wellplatten | |
DE4229385A1 (de) | Verfahren zur Sanierung von mit Wellplatten eingedeckten Dächern | |
EP1799926B1 (de) | Gebäudedach sowie dämmschichtaufbau und mineralfaserdämmstoffelement für ein gebäudedach | |
DE2155651C3 (de) | Wasserdichte Abdeckung für Dehnungsfugen von Bauwerken, wie Brücken, Straßen u.dgl | |
DE3603716A1 (de) | Befestigungselement fuer dacheindeckungen | |
DE19826126C2 (de) | Bedachungssystem für ein geneigtes Dach | |
WO2006027115A1 (de) | Vorrichtung zur befestigung von dämmstoffelementen auf einer dachunterkonstruktion und gebäudedach | |
EP0911456A2 (de) | Geneigtes Montagedach und dafür verwendbare Dachtafeln | |
DE3626074C2 (de) | ||
DE19743846C2 (de) | Sattel- oder Krüppelwalmdach | |
AT408114B (de) | Einrichtung für die überdachung von bestehenden dächern und trageleiste hiefür | |
DE3322518C2 (de) | ||
DE8632630U1 (de) | Befestigungselement | |
DE19744114C1 (de) | Bausatz zur Sanierung von mit Wellplatten - insbesondere Wellasbestfaserzementplatten - eingedeckten Dächern | |
DE8503286U1 (de) | Befestigungselement fuer dacheindeckungen | |
DE3404814C2 (de) | ||
DE60301747T2 (de) | Modulares System zum Herstellen von Verkleidungsschichten | |
DE19611482C1 (de) | Befestigungssystem für Bauteile, insbesondere zur Befestigung von Dachzubehörteilen auf geneigten Dächern und Flachdächern | |
DE202023105702U1 (de) | System mit Dachhaken und Dichtung | |
EP4163452A1 (de) | Schrägdachaufbau |
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: 20000311 |
|
AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): BE DE ES FR NL |
|
RAP1 | Party data changed (applicant data changed or rights of an application transferred) |
Owner name: ASTRON BUILDINGS S.A. |
|
GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
|
GRAS | Grant fee paid |
Free format text: ORIGINAL CODE: EPIDOSNIGR3 |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): BE DE ES FR NL |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: NL Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20040225 |
|
REF | Corresponds to: |
Ref document number: 59810858 Country of ref document: DE Date of ref document: 20040401 Kind code of ref document: P |
|
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: 20040605 |
|
NLV1 | Nl: lapsed or annulled due to failure to fulfill the requirements of art. 29p and 29m of the patents act | ||
ET | Fr: translation filed | ||
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 |
Effective date: 20041126 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: FR Payment date: 20050810 Year of fee payment: 8 Ref country code: DE Payment date: 20050810 Year of fee payment: 8 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: BE Payment date: 20050816 Year of fee payment: 8 |
|
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: 20060930 |
|
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: 20070403 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: ST Effective date: 20070531 |
|
BERE | Be: lapsed |
Owner name: S.A. *ASTRON BUILDINGS Effective date: 20060930 |
|
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: 20061002 |