EP0634531B1 - Anker zum Verbinden von zwei zueinander parallelen Bauteilen - Google Patents
Anker zum Verbinden von zwei zueinander parallelen Bauteilen Download PDFInfo
- Publication number
- EP0634531B1 EP0634531B1 EP19940110334 EP94110334A EP0634531B1 EP 0634531 B1 EP0634531 B1 EP 0634531B1 EP 19940110334 EP19940110334 EP 19940110334 EP 94110334 A EP94110334 A EP 94110334A EP 0634531 B1 EP0634531 B1 EP 0634531B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- anchor
- guide slot
- anchor according
- anchor plate
- anchoring
- 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
- 238000004873 anchoring Methods 0.000 claims description 32
- 238000006073 displacement reaction Methods 0.000 claims description 4
- 239000004033 plastic Substances 0.000 claims description 3
- 238000009434 installation Methods 0.000 description 8
- 238000009413 insulation Methods 0.000 description 8
- 238000005452 bending Methods 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 3
- 239000012774 insulation material Substances 0.000 description 3
- 229920006328 Styrofoam Polymers 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 238000001816 cooling Methods 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 238000007373 indentation Methods 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 239000008261 styrofoam Substances 0.000 description 1
- 230000008961 swelling Effects 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B1/4178—Masonry wall ties
-
- 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
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B1/4107—Longitudinal elements having an open profile, with the opening parallel to the concrete or masonry surface, i.e. anchoring rails
-
- 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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
- E04B1/7608—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only comprising a prefabricated insulating layer, disposed between two other layers or panels
- E04B1/7612—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only comprising a prefabricated insulating layer, disposed between two other layers or panels in combination with an air space
Definitions
- the invention relates to an anchor in the preamble of claim 1 Art.
- Such anchors are used to fix two components to each other, for example in a shell masonry Fixing the two masonry shells, between which one Intermediate space is formed, in which usually one Thermal insulation layer is arranged.
- Anchoring members movable relative to each other on, the opposite in the two masonry shells be pegged or walled in.
- the agility will achieved by a specially designed connecting link, which connects the anchoring members together.
- the anchoring members are rotatable, however permanently attached to the anchor head.
- a right-angled installation is perpendicular to the wall plane however, for all known types of anchors for functionality of a two-shell masonry indispensable Requirement. For example, would randomly slant after Anchors inclined or bent up or down, which lock each other, lead to constraint tensions. Such anchors are either inoperative or practical ineffective. This creates relatively rigid Connections that require an unrestricted movement of the outer shell prevent. The one in recent years due to thicker Thermal insulation layers larger selected distance between the masonry shells significantly increases the problem mentioned. The suitability of the anchors known today regarding the scheduled installation is questionable.
- An anchor according to the preamble of claim 1 is out U.S.-A-4,746,069.
- a first one with this anchor Anchoring member with a guide slot Lanyards releasably connected.
- a second Anchoring member is at right angles to its longitudinal extent angled end u-shaped and with the free leg of the U-shaped part in the guide slot the connecting means can be inserted. In the direction of the free leg are the two anchoring members slidable relative to each other.
- the disadvantage of this known anchor that its two anchoring links with their axes are staggered, so not cursing with each other. It is also disadvantageous that to put together a transverse movement with respect to their Axis extension is required.
- the axis offset and or inclined installation results in wind pressure Force a kink load in the power transmission the retaining wall. Due to the buckling stress, the stressed parts are deformed so that the anchor can no longer serve its purpose.
- the invention is therefore based on the object To create anchors that have no stressed parts and which is exactly perpendicular to the masonry can be attached and adjusted. Furthermore, he should be one perfect anchor-enclosing installation of the thermal insulation material enable.
- the solution according to the invention is a two-part solution Based on anchor, for the time being that of his Connecting means loosened rod-shaped anchoring member anchored at right angles in the inner masonry shell and is adjusted and then after a problem-free Slip the thermal insulation over the fastening of the Anchor head - consisting of a profile body and the second anchoring link - done.
- the second anchor member as Anchor plate is the contact between this and the Profile body limited to a minimum, so that as possible large thermal insulation between the anchoring members is achieved.
- the anchoring members can be in the embodiment according to the invention in the axial direction put together.
- a profile body 10 as a guide element has a guide slot 12 or an elongated hole, in which an anchor plate 14 as an anchoring member is slidably guided in the longitudinal direction 16A to the guide slot 12 and in part also in the transverse direction 16B .
- the shortened anchor rod 20 has fastening means in the form of a thread 24 at its end remote from the profile body 10 .
- the thread 24 can also be a wood thread, for example, in order to screw the anchor rod 20 into a dowel intended for such a thread and embedded in the masonry.
- the anchor rod 20 can also be fastened to the profile body 10 using other means than with a welded-on nut, but preferably while maintaining a relative rotatability.
- the anchor plate 14 and the profile body 10 together form the anchor head.
- the length of the anchor rod 20 is preferably dimensioned such that it penetrates the thermal insulation layer and the anchor head 10 adjoins the thermal insulation layer. A cutout in the thermal insulation layer for the anchor head 10 can thus be avoided.
- the profile body 10 is shown in longitudinal section, in which the guide slot 12 can be seen.
- the profile body 10 is rectangular in cross section.
- the anchor plate 14 engages in the interior 26 of the profile body 10 with a guide projection 28 serving as an engagement element for the guide slot 12 .
- This is integrally formed on the anchor plate 14 and wider than the guide slot 12 .
- the anchor plate 14 has incisions 30 on both sides, so that it can be inserted into the guide slot 12 in a key-like manner by turning.
- a web 31 (FIG. 2) formed between the incisions 30 is narrower in width than the guide slot, so that the anchor plate 14 in the inserted position not only in the longitudinal direction 16A to the guide slot 12 , but also in the transverse direction 16B relative thereto , that is to say at right angles is displaceable to the axis of the anchoring members 14 , 20 . Due to the formation of the slots 30 , the anchor plate 14 is essentially immovable in the axial direction to the anchoring members 14 , 20 .
- a clamping body 32 shown in FIGS. 4 and 5 is inserted into the profile body 10 from one of the two open sides before the anchor plate 14 with its guide projection 28 is inserted through the guide slot 12 .
- an indentation 34 is formed in the clamping body 32 by its guide projection 28 .
- the clamping body 32 is also rotated. It is dimensioned such that it exerts a slight clamping effect in the profile body 10 , so that the anchor plate 14 is secured against falling out before the anchor is installed in the profile body 10 .
- the clamping body 32 which is not shown in FIGS. 1 and 3 for a better overview, preferably consists of a foamed plastic, which is also known under the brand name styrofoam. As an alternative to the embodiment described above, it is also possible to foam the profile body 10 with such a plastic when the anchor plate 14 is inserted.
- the clamping body 32 is also displaced in the profile body 10 .
- the profile body 10 is open to its profile in the longitudinal direction.
- a displacement in the arrow directions 16B that is to say transversely to the longitudinal extent of the guide slot 12 , is also possible since the incisions 30 in the anchor plate 14 allow play in the guide slot 12 .
- the guide extension 28 extends the recess 34 in the clamping body 32 .
- the two anchoring members 14 , 20 are dimensioned such that they form the smallest possible metallic thermal bridge between the inner and outer shell on their contact surfaces.
- the anchor plate 14 according to FIG. 3 has holes 36 as fastening means for walling in.
- a plurality of anchors of the type described above serves to anchor the two wall parts to each other, whereby a displacement of one part of the wall relative to the other no change in distance, because these anchors are parallel Allow displacement transverse to their axis direction. This will cause cracks in the masonry due to bending tensile stresses avoided.
- a spring-elastic anchor such as from the CH patent 441 679 known, can be such a task not meet.
- An anchor arrangement with a rigid anchor bracket and a movable anchor head, which is in the immediate vicinity of the slidable component is guaranteed also the required free movement of the outer shell.
- the anchor according to the invention prevents moisture penetration of the thermal insulation material, as rainwater may penetrate, which runs on the inside of the outer shell, can drip on the anchor head.
- anchoring members described in the exemplary embodiment in the form of anchor rod 20 and anchor plate 14 , it is also possible to arrange anchoring rods or anchoring plates on both sides.
- the guide slot 12 can also be arranged in the anchoring member itself instead of in a profile body.
- the profile body can also be one end or have open guide slots at both ends to the Enabling a leadership approach that is different than is shaped in the embodiment, for example as Bullet or disc.
- the anchor described allows with the simply trained Rigid anchor bolt rod shape on schedule horizontal installation or an installation perpendicular to Wall level, so that constraining stresses are avoided and Wind forces easily on the load-bearing interior components can be transferred.
- the anchor rod 20 and the anchor plate 14 are arranged such that they are aligned with one another, that is to say they are axially aligned with one another. This ensures that no bending or buckling stresses can occur under forces generated by wind pressure.
- the straight anchor rod ensures that by unimpeded Apply an angle gauge exactly to the wall level vertical installation is possible. Through a controllable Installation prevents an inclined position.
- the anchor plate 14 can be dispensed with in the profile body 10 .
- the anchor according to the invention prevents crack formation on the one hand in the masonry and on the other hand allows use relatively thin outer shells.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Acoustics & Sound (AREA)
- Joining Of Building Structures In Genera (AREA)
Description
- Fig. 1
- Einen Anker mit Ankerstange und Ankerplatte als Verankerungsglieder in einer Seitenansicht, teilweise im Schnitt,
- Fig. 2
- den Anker nach Fig. 1 in einer Stirnansicht auf die Ankerplatte,
- Fig. 3
- den Anker nach Fig. 1 in der Draufsicht, teilweise im Schnitt,
- Fig. 4
- einen zwischen den Verankerungsgliedern anzuordnenden Klemmkörper in Stirnansicht und
- Fig. 5
- den Klemmkörper nach Fig. 4 in Seitenansicht.
Claims (11)
- Anker zum Verbinden von zwei zueinander parallelen, durch einen wärmedämmenden Zwischenraum voneinander getrennten Bauteilen, insbesondere Mauerteilen bei einem Schalenmauerwerk, mit zwei Verankerungsgliedern (14, 20), die an den einander zugekehrten Enden durch Parallelverschiebungen (16A, 16B) quer zu ihren Längsachsen zulassende Verbindungsmittel (10) miteinander verbunden sind und von denen jedes Befestigungsmittel (24, 36) zum Befestigen in einem der Bauteile aufweist, wobei mindestens das erste (20) der Verankerungsglieder (14, 20) am Verbindungsmittel (10) lösbar befestigt ist und ein stangenförmiges gerades Ankerende aufweist, dadurch gekennzeichnet, dass in das als Profilkörper (10) mit einem Führungsschlitz (12) ausgebildete Verbindungsmittel eine in Längs- und Querrichtung zum Führungsschlitz (12) verschiebbar geführte Ankerplatte (14) als zweites Verankerungsglied zum ersten Verankerungsglied (20) zentrierbar eingesetzt ist.
- Anker nach Anspruch 1, dadurch gekennzeichnet, dass das erste Verankerungsglied (20) als gerade Ankerstange ausgebildet und in das Verbindungsmittel (10) eingeschraubt ist.
- Anker nach Anspruch 1 oder 2, dadurch gekennzeichnet, dass die Ankerplatte (14) mittels beiderseitige Einschnitte (30) im Führungsschlitz (12) in ihrer axialen Richtung im wesentlichen unverschiebbar geführt ist.
- Anker nach Anspruch 3, dadurch gekennzeichnet, dass die Einschnitte (30) derart bemessen sind, dass ein zwischen den Einschnitten (30) gebildeter Steg (31) zur Erzielung der Bewegungsfreiheit in Querrichtung (16B) zum Führungsschlitz (12) mit einem seitlichen Spiel im Führungsschlitz (12) geführt ist.
- Anker nach einem der vorstehenden Ansprüche, dadurch gekennzeichnet, dass das erste Verankerungsglied (20) mittels lose zusammengeschraubten Gewindeelementen (18, 22) mit dem Verbindungselement (10) verbunden ist.
- Anker nach einem der vorstehenden Ansprüche, dadurch gekennzeichnet, dass zwischen den beiden Verankerungsgliedern (14, 20) ein Klemmkörper (32) angeordnet ist.
- Anker nach Anspruch 6, dadurch gekennzeichnet, dass der vorzugsweise aus einem geschäumten Kunststoff bestehende Klemmkörper (32) im Profilkörper (10) angeordnet ist und dass die Ankerplatte (14) mit einem Eingriffselement (28) in den Klemmkörper (32) eingreift.
- Anker nach Anspruch 7, dadurch gekennzeichnet, dass das Eingriffselement (28) an der Ankerplatte (14) eine geringere Breite als die Länge des Führungsschlitzes (12) aufweist und schlüsselartig durch Einstecken und Drehen um 90° in den Profilkörper (10) zur Vormontage einsetzbar ist.
- Anker nach einem der vorstehenden Ansprüche dadurch gekennzeichnet dass das Befestigungsmittel an mindestens dem ersten als Ankerstange ausgebildeten Verankerungsglied (20) durch ein einmauerbares oder in einen Dübel einschraubbares Gewinde (24) gebildet ist.
- Anker nach Anspruch 9, dadurch gekennzeichnet, dass das Gewinde (24) ein Holzschraubengewinde ist.
- Anker nach einem der vorstehenden Ansprüche, dadurch gekennzeichnet dass die Ankerplatte (14) als Befestigungsmittel in ihrem einmauerbaren Abschnitt Löcher (36) aufweist.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CH215793 | 1993-07-16 | ||
CH2157/93 | 1993-07-16 |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0634531A1 EP0634531A1 (de) | 1995-01-18 |
EP0634531B1 true EP0634531B1 (de) | 1998-03-04 |
Family
ID=4227221
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP19940110334 Expired - Lifetime EP0634531B1 (de) | 1993-07-16 | 1994-07-04 | Anker zum Verbinden von zwei zueinander parallelen Bauteilen |
Country Status (2)
Country | Link |
---|---|
EP (1) | EP0634531B1 (de) |
DE (1) | DE59405343D1 (de) |
Families Citing this family (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2743101B1 (fr) * | 1995-12-28 | 1998-06-26 | Spie Citra | Procede de realisation de murs de facades et de murs de pignons a partir d'elements manufactures a parement finis |
FR2758580B1 (fr) * | 1997-01-17 | 1999-04-02 | Isobox Henry Production | Structure de construction a isolation par l'exterieur, et construction mettant en oeuvre une telle structure de construction |
US7032354B2 (en) * | 2001-12-19 | 2006-04-25 | Universal Form Clamp Co., Inc. | Sandwich erection lift anchor with welding plate assembly |
US7111432B2 (en) | 2003-02-19 | 2006-09-26 | Universal Form Clamp Of Chicago, Inc. | Passthrough concrete anchor |
US7065925B2 (en) | 2004-02-11 | 2006-06-27 | Universal Form Clamp Of Chicago, Inc. | Concrete anchor |
GB2489146B (en) * | 2007-07-02 | 2012-11-21 | Hobbs Ind Ltd | A wall tie |
Family Cites Families (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AU416441B2 (en) * | 1967-09-25 | 1971-08-24 | PO ROBERT DAY, WILLIAM THOMAS LEIGHTON ATHOL JOSEPH HOBBS, GRAEME EGERTON POLLOCK JOHN DALTON SIDBURY and GARRY HOWARD LEIGHTON | Adjustable masonry tie |
DE2619182A1 (de) * | 1976-04-30 | 1977-11-17 | Modersohn Gmbh & Co Kg Wilh | Ankerschiene, anschweissplatte o.dgl. mit einem anschweisstueck |
DE3436491A1 (de) * | 1984-10-05 | 1986-04-10 | BWM Dübel- u. Montagetechnik GmbH, 7022 Leinfelden-Echterdingen | Vorrichtung zur verbindung einer wandverkleidung mit der wand |
US4764069A (en) * | 1987-03-16 | 1988-08-16 | Elco Industries, Inc. | Anchor for masonry veneer walls |
CH673865A5 (en) * | 1987-08-10 | 1990-04-12 | Giulio Albanese | Partition-anchoring equipment to outside wall - comprises frames with stiffening members at right angles and hinging together |
-
1994
- 1994-07-04 EP EP19940110334 patent/EP0634531B1/de not_active Expired - Lifetime
- 1994-07-04 DE DE59405343T patent/DE59405343D1/de not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
DE59405343D1 (de) | 1998-04-09 |
EP0634531A1 (de) | 1995-01-18 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP2060699B1 (de) | Halterung für Verkleidungselemente bzw. eine Unterkonstruktion für Verkleidungselemente | |
DE10041299A1 (de) | Befestigungssystem | |
EP0117897B1 (de) | Bauelement zur Wärmedämmung bei Gebäuden | |
EP2821559B1 (de) | Abstandshalter | |
EP0634531B1 (de) | Anker zum Verbinden von zwei zueinander parallelen Bauteilen | |
EP0064290A1 (de) | Vorrichtung zur Halterung von Verkleidungsplatten und dgl. an Bauwerksteilen | |
DE10029343C2 (de) | Verbindung zum festen Verbinden von mindestens zwei Elementen | |
DE19908388A1 (de) | Bauelement zur Wärmedämmung | |
EP0928901A1 (de) | Spreizelement mit beabstandeten Spreizzonen | |
DE19648823A1 (de) | Dämmstoffhalter | |
EP1626147A1 (de) | Montagesystem | |
DE19737515C2 (de) | Vorrichtung zur Befestigung von Bauteilen an und im Abstand zu einem Tragwerk, insbesondere von Längsprofilen an und im Abstand zu einer Bauwerkswand und dafür geeigneter Abstandhalter | |
EP1932978B1 (de) | Bewehrungselement für die Aufnahme von Kräften in betonierten Platten im Bereich von Stützelementen | |
EP1699986B1 (de) | Holzwandkonstruktion in blockbohlenbauweise | |
EP2236693B1 (de) | Wärmegedämmte Halterung für Verkleidungselemente | |
DE19638538A1 (de) | Bauelement zur Wärmedämmung | |
DE19630552A1 (de) | Bauelement zur Wärmedämmung | |
DE3820351A1 (de) | Befestigungsmittel fuer eine stumpfe befestigung zweier holzelemente miteinander | |
EP2594719B1 (de) | Verfahren zum Fixieren eines Baukörpers | |
EP3348723A1 (de) | Überbrückungselement zur verbindung von bauelementen | |
DE10000059A1 (de) | Befestigungselement zur Befestigung von Fassadenelementen | |
EP0619402B1 (de) | Anker zur Verwendung bei einer Ankerschiene für die Bautechnik | |
DE3218457C2 (de) | Dübelbefestigung für Treppenstufen | |
DE4429657C1 (de) | Trittplattenverankerung | |
EP2182125A2 (de) | Verfahren zum Befestigen von Bauelementen in einem Abstand zu einem Bauteil |
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): BE CH DE DK LI NL |
|
17P | Request for examination filed |
Effective date: 19950706 |
|
17Q | First examination report despatched |
Effective date: 19960329 |
|
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): BE CH DE DK LI NL |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: NL Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 19980304 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: NV Representative=s name: PATENTANWAELTE SCHAAD, BALASS, MENZL & PARTNER AG Ref country code: CH Ref legal event code: EP |
|
REF | Corresponds to: |
Ref document number: 59405343 Country of ref document: DE Date of ref document: 19980409 |
|
RAP4 | Party data changed (patent owner data changed or rights of a patent transferred) |
Owner name: BACHMANN, EMIL |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
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: 19980604 |
|
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: 19980731 |
|
NLV1 | Nl: lapsed or annulled due to failure to fulfill the requirements of art. 29p and 29m of the patents act | ||
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: BACHMANN EMIL Effective date: 19980731 |
|
26N | No opposition filed | ||
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 20000629 Year of fee payment: 7 |
|
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: 20020501 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: CH Payment date: 20040723 Year of fee payment: 11 |
|
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: 20050731 Ref country code: CH Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20050731 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |