EP1304429B1 - Betonschalung mit seitlicher Abstützung - Google Patents

Betonschalung mit seitlicher Abstützung Download PDF

Info

Publication number
EP1304429B1
EP1304429B1 EP01124752A EP01124752A EP1304429B1 EP 1304429 B1 EP1304429 B1 EP 1304429B1 EP 01124752 A EP01124752 A EP 01124752A EP 01124752 A EP01124752 A EP 01124752A EP 1304429 B1 EP1304429 B1 EP 1304429B1
Authority
EP
European Patent Office
Prior art keywords
shuttering
concrete
formwork
struts
vertical
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
EP01124752A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP1304429A1 (de
Inventor
Ernst Stocker
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to AT01124752T priority Critical patent/ATE360736T1/de
Priority to ES01124752T priority patent/ES2284576T3/es
Priority to DE50112410T priority patent/DE50112410D1/de
Priority to EP01124752A priority patent/EP1304429B1/de
Publication of EP1304429A1 publication Critical patent/EP1304429A1/de
Application granted granted Critical
Publication of EP1304429B1 publication Critical patent/EP1304429B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
    • E04G17/12—Tying means; Spacers ; Devices for extracting or inserting wall ties with arms engaging the forms
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G15/00—Forms or shutterings for making openings, cavities, slits, or channels
    • E04G15/06—Forms or shutterings for making openings, cavities, slits, or channels for cavities or channels in walls of floors, e.g. for making chimneys
    • E04G15/063—Re-usable forms
    • E04G15/068—Re-usable forms for channels open towards the surface
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/14—Bracing or strutting arrangements for formwalls; Devices for aligning forms

Definitions

  • the invention relates to a concrete formwork for the creation of concrete foundations and concrete walls which allows a quick easy construction of the formwork, an effective cost-effective lateral support of the same, and a simple shuttering and reuse of the formwork elements.
  • EP 0 436 277 and EP 0 436 392 disclose elements for lateral support of concrete formworks which essentially consist of metal struts that can be connected on the head side. These struts are formed of two C-shaped, mutually parallel profiles which are connected at both ends by a perforated metal plate. These head-side metal plates allow the assembly of several elements in the longitudinal direction to obtain struts of a desired length. While abut the formwork panels on the vertically erected struts, these vertical struts are supported by oblique supports obliquely to the ground, the anchoring is realized on the ground by, on the ground horizontally arranged and your side anchored struts.
  • a mounting and stabilizing device for concrete formwork wherein the outer surfaces of the formwork panels abut vertical struts which in turn are supported by lateral diagonal supports, the anchoring of these diagonal supports takes place on the bottom side by a projecting from the end of one, resting on the ground formwork anchors tab.
  • the formwork anchor is an L-profile which is laid on the ground, transverse to the wall to be created, and has stops for the struts. The position of the struts is thus tied to the position of the formwork anchors.
  • the formwork panels are spaced from the ground and only on the edges of the L-profiles which form the formwork anchors on. This formwork anchors are expensive to manufacture because the anchoring tabs, the spacers and the bottom-side support plates are welded.
  • FR-1.285.491 is known to use one of the formwork walls on the bottom side in screw clamps of which extends on one side, parallel to the axis of the threaded spindle of the clamp, an anchoring element for a diagonal support and on the opposite side, in the opposite direction, a second anchoring element, for the purpose of attaching a clamping element for the second formwork wall extends.
  • This solution is only suitable for large-scale formwork walls, it is not intended to use vertical struts for the formwork walls in the clamps.
  • the formwork walls which are used in the clamps are on the bottom side not directly on the ground.
  • the invention has as its object to provide a concrete formwork system of the aforementioned type which provides a simple lateral support of the shuttering walls with lateral oblique supports which are anchored on the bottom side in a safe and simple manner, which provides a simple adjustment and support of snap-in profiles for the anchoring of formwork support elements.
  • a particular embodiment of the invention provides that applied to the vertical struts formwork panels, incorporated in the longitudinal direction, magnetic tapes, which ensure the adhesion of the panels to the steel struts.
  • cross member which can be attached to the upper longitudinal edges of the formwork panels by possibly adjustable snap-in ends.
  • These cross members have slots in which rotary handles are slidable with their vertical pin.
  • the vertical bolts of these knobs are provided at its lower end with an engaging element, which can be inserted in the longitudinal position in the latching profile and engage by turning in the longitudinal grooves of this profile and press by the action of a spring against the lower surface of the cross-connecting element.
  • either formwork panels can be used with its lower longitudinal edge or it can support legs or continuous vertical struts are anchored therein.
  • the support legs and the continuous and composite vertical struts are provided with a lug, which is equipped with a locking device, wherein by turning a locking plate in at least one inner longitudinal groove of the Einrastprofiles withdrawal is prevented.
  • a cross member according to the invention is provided which by plugging or by means of connecting bolts, which by corresponding Holes are plugged, is attached.
  • These eventually extendable cross members make it possible to build a concrete formwork, which allows the creation of a masonry in trough shape, consisting of a horizontal concrete slab and from the vertical walls in one piece. In this case, it is possible to hang the inner vertical formwork wall on the cross members which are attached to the vertical struts of the outer formwork wall.
  • the elements that can be assembled into composite struts have a plurality of holes suitable for securing hangers, fasteners, cross members and diagonal struts.
  • the shuttering anchor which is laid in the leveling layer of lean concrete, is advantageously provided with a plurality of anchoring claws, has clamping elements for receiving and holding latching profiles and is provided at both ends with anchoring tabs for the diagonal supports which project from the lean concrete layer.
  • the latching profiles laid in this way serve as a support for removing the lean concrete layer and as an anchoring element, e.g. for the support feet on which the entire structure is constructed of struts.
  • the support leg according to the invention has on its vertical element a vertically adjustable locking device, by which the support leg can be anchored in the latching profile.
  • continuous vertical struts can also be equipped at the lower end with the same locking device, e.g. the erection of formwork of fencing walls, which often has little space for an inclined support, much easier.
  • Fig. 1 shows the cross section through a leveling layer of lean concrete and the construction of a concrete formwork according to the invention with lateral support for a foundation; the latching profiles for the anchoring of the support legs are held by a formwork anchor which has at the free projecting ends tabs; the snap-in profiles for the formwork panels for the wall to be erected are held by a cross member.
  • Fig. 1a shows the cross section through a concrete formwork for the creation of a fencing wall by means of vertical continuous struts which are inserted into the latching profiles and locked therein.
  • Fig. 2 is the perspective multiple interrupted view of a formwork anchor which has an upwardly projecting tab with bore at the front end and is formed at the opposite end so that it can be connected to the corresponding end of a second formwork anchor.
  • Fig. 3 shows a perspective view of one of the end portions of a cross member with a sliding knob for the adjustable mounting of the latching profiles.
  • FIG. 4 is a cross section through a created with the formwork device according to the invention foundation on which a formwork according to the invention is constructed for a narrower concrete wall; the formwork walls are supported on both sides by inclined supports; while the lowest formwork panels are inserted into the latching profiles.
  • Fig. 5 is a cross section through a formwork device according to the invention for creating a foundation plate in a casting with a vertical concrete wall.
  • formwork anchors 2 are laid out on the soil 1 prepared for this purpose, at predetermined intervals and transversely to the course of the foundation B, on a first lean concrete layer A.
  • the formwork anchors 2 may be integrally formed or composed of several parts.
  • staple tabs 2b are provided on the formwork anchors between which the latching profiles 4 are used and held.
  • At the outer free ends of the formwork anchor are upstanding flaps 2c with transverse bore 2d intended.
  • plug or suspension connections 2a In the central region of the formwork anchors 2 may be composed, but the corresponding ends have plug or suspension connections 2a on which may be formed such that different connection positions are possible so as to be able to produce different lengths. It is not excluded that intermediate pieces of different lengths can be suspended in the middle region in order to change the overall length of the formwork anchor 2.
  • the latching profiles 4, 4a have a substantially U-shaped cross-section with at least one inner longitudinal groove into which a locking element 3a, 7d can engage.
  • a second layer A1 of lean concrete is applied and horizontally drawn into balance (FIG. 1, 1a). It is important to ensure that no concrete mass penetrates into the latching profiles 4 what, for. can be done by previously inserting appropriate strips or by gluing the upwardly open groove.
  • the closures of the latching profiles 4 can be removed to begin with the construction of the formwork for the foundation B.
  • the support legs 5 are used with the locking lug and by turning the handle 3b, the locking plate 3a is brought into the grooves of the latching profile in engagement.
  • These support legs 5 have a vertical part 5a, at the lower end of a projection with locking mechanism 3a, 3b is provided. If the vertical part 5a is made of steel, it is advantageous that the shuttering panels 6 on the outer surface in the longitudinal direction magnetic tapes 6a which are inserted in corresponding recesses to achieve a magnetic adhesion of the shuttering panels 6 to the support legs 5.
  • the vertical part 5a of the support legs is connected via a horizontal part 5c with a vertical threaded bushing 5d in which a threaded spindle 5e is screwed which carries a support plate 5f at the lower end and a hand crank 5h at the upper end.
  • the threaded bushing 5d on the head side on a be attached from the horizontal profile 5c, extendable profile.
  • bores 5b are provided on the vertical part 5a which allow a connection, for example with transverse parts 11.
  • cross member 7 attached to the upper longitudinal edges of the shuttering panel 6 to snap sections 4a for shuttering panels 6 to be placed on the foundation B narrower concrete wall C to position and hold.
  • latching profiles 4a can also be used for the insertion and locking of continuous struts 3 or support feet 5.
  • the cross member 7 have at the two ends possibly adjustable retaining tabs 7a, which can be adapted to the wall thickness of the formwork panels 6.
  • the latching profiles 4a have inner lateral grooves in which the engaging plates 7d engage by depression and rotation of the bolt 7h by means of turning handle 7b, when releasing the rotary handle 7b, the bolt 7h is pulled up by the action of the compression spring 7g and the latching profile 4a with the upper surfaces or Edges pressed against the underside of the cross member 7.
  • the spring 7g is compressed and the pin 7h together with platelet 7d and latching profile 4a can be moved laterally along the slot 7c.
  • the upwardly open grooves of Einrastprofile 4a are closed by appropriate strips or glued eg with plastic film.
  • the stripping of the foundation B can be started with the construction of the formwork for the concrete wall C.
  • the first formwork panels 6 are used with their lower longitudinal edge in the latching profiles 4a, the upper edges of the same formwork panels 6 are secured in a known manner by panel formwork anchors 10, the structure of the remaining formwork walls can be done in a known manner.
  • vertical composite struts 8 are used to support the formwork walls thus created in their vertical position. These composite struts 8 may be of known type and advantageously have a plurality of holes 8a on which allow a simple connection by means of locking pins, for example with cross members 11.
  • diagonal braces 9 can be hung which can be used with its other end in the hole 2d of the formwork anchor 2 protruding tabs 2c to be anchored to the ground.
  • the oblique supports 9 are equipped with a screw sleeve 9a or other known device in order to be able to vary the support length as continuously as possible and so to align the composite struts 8 exactly vertical or in the desired position can (Fig. 4).
  • the formwork device according to the invention can produce a foundation plate B1 with concrete walls C1 in one casting (FIG. 5). Also in this case, a formwork anchor 2 is placed on the ground 1 resting in the leveling layer A, A1 on the one hand to hold a latching profile 4 in position and to use the protruding tab 2c with hole 2d for the lateral inclined support 9 at the above free end.
  • the vertical composite struts 8 for the support of the formwork panels 6 can be placed on the support leg 5.
  • the inner formwork wall for the concrete wall C1 is created by means of vertical composite struts 8, which are suspended from cross members 11 which are in turn attached to the corresponding composite vertical struts 8 of the outer formwork wall and possibly secured by a tie rod 11 a.
  • connection between the composite struts 8, between them and the cross members 11 and the support legs 5, may e.g. done by a known plug connection and fuse by pin.
  • the cross members may, as the parts of the composite struts 8 have different lengths, be longitudinally assemblable or telescopically extendable.
  • the distance between the formwork walls is secured in a known manner by panel formwork anchors 10.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Moulds, Cores, Or Mandrels (AREA)
  • Foundations (AREA)
EP01124752A 2001-10-17 2001-10-17 Betonschalung mit seitlicher Abstützung Expired - Lifetime EP1304429B1 (de)

Priority Applications (4)

Application Number Priority Date Filing Date Title
AT01124752T ATE360736T1 (de) 2001-10-17 2001-10-17 Betonschalung mit seitlicher abstützung
ES01124752T ES2284576T3 (es) 2001-10-17 2001-10-17 Encofrado de hormigon con soporte lateral.
DE50112410T DE50112410D1 (de) 2001-10-17 2001-10-17 Betonschalung mit seitlicher Abstützung
EP01124752A EP1304429B1 (de) 2001-10-17 2001-10-17 Betonschalung mit seitlicher Abstützung

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP01124752A EP1304429B1 (de) 2001-10-17 2001-10-17 Betonschalung mit seitlicher Abstützung

Publications (2)

Publication Number Publication Date
EP1304429A1 EP1304429A1 (de) 2003-04-23
EP1304429B1 true EP1304429B1 (de) 2007-04-25

Family

ID=8178990

Family Applications (1)

Application Number Title Priority Date Filing Date
EP01124752A Expired - Lifetime EP1304429B1 (de) 2001-10-17 2001-10-17 Betonschalung mit seitlicher Abstützung

Country Status (4)

Country Link
EP (1) EP1304429B1 (es)
AT (1) ATE360736T1 (es)
DE (1) DE50112410D1 (es)
ES (1) ES2284576T3 (es)

Families Citing this family (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2246106B1 (es) * 2003-05-26 2007-02-16 Sistemas Tecnicos Encofrados, S.A. Encofrado con dispositivo para el desmontaje rapido de tableros de encofrado.
ES2255457B1 (es) * 2005-04-11 2007-08-01 Sistemas Tecnicos De Encofrados, S.A. Soporte de encofrado para muros de una sola cara.
FR2884536B1 (fr) * 2005-04-18 2007-07-06 Mecafonction Sarl Coffrage a usage unique pour la construction de parois verticales
FR2908144B1 (fr) * 2006-11-02 2012-10-05 Thierry Ritter Dispositif de support de coffrage pour ouvrages tels des bassins en beton
NL1033849C2 (nl) * 2007-05-15 2008-11-18 Weijers Eikhout Beheer B V Zekeringsinrichting voor een hellend dak.
DE102008036187A1 (de) * 2008-08-02 2010-02-11 Dingler, Gerhard Wandrandabschalung für eine Bodenplatte aus Beton für eine einhäuptige Schalung und Verfahren zur Aufstellung der Schalung
DE202015100183U1 (de) 2015-01-15 2016-04-18 Max Frank Gmbh & Co Kg Schalung für eine Aufkantung
FI128386B (sv) * 2017-03-10 2020-04-15 Businesse Ab Monteringsstöd och förfarande för att montera sockel- och väggelement
US20200213355A1 (en) * 2018-12-31 2020-07-02 SNIC Enterprises LLC MS Registration # 2018286128 Security Network Interface Controller (SNIC) Preprocessor with Cyber Data Threat Detection and Response Capability that Provides Security Protection for a Network Device with Memory or Client Device with Memory or Telecommunication Device with Memory
CN113931447B (zh) * 2021-11-17 2023-05-02 广东天凛高新科技有限公司 一种可伸缩的模板拉杆机构
CN114645546A (zh) * 2022-04-20 2022-06-21 中建三局集团有限公司 一种地下空间侧墙可移动式单侧支模装置及其施工方法
CN115182576B (zh) * 2022-07-21 2023-10-10 浙江宏坤建设集团有限公司 一种混凝土斜柱支模结构及其施工方法

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1285491A (fr) * 1961-02-17 1962-02-23 Système métallique de fixation pour coffrage banches en bois
FR1452807A (fr) * 1965-08-03 1966-04-15 Projets Et Procedes De Constru Dispositif de stabilisation et de mise en place de banches
US3722849A (en) * 1971-11-05 1973-03-27 W Luyben Concrete form clip
EP0106419A3 (en) 1982-09-11 1986-03-26 Whatman Reeve Angel Plc Chromatographic column
US4964256A (en) 1990-01-05 1990-10-23 Economy Forms Corporation Beam member for concrete forming system
US4996770B1 (en) 1990-01-05 1997-05-06 Wilian Holding Co Method of assembling a concrete form brace
US5833872A (en) 1997-03-14 1998-11-10 De Le Fevre; Patrick Y. Forming device for settable fluids for use in construction
US5992114A (en) 1998-04-13 1999-11-30 Zelinsky; Ronald Dean Apparatus for forming a poured concrete wall

Also Published As

Publication number Publication date
EP1304429A1 (de) 2003-04-23
ATE360736T1 (de) 2007-05-15
ES2284576T3 (es) 2007-11-16
DE50112410D1 (de) 2007-06-06

Similar Documents

Publication Publication Date Title
DE3303190C2 (de) Bausatz zur Erstellung mobiler Bauten, insbesondere für Messe- und Ausstellungsbauten
DE3401015A1 (de) Befestigungsvorrichtung fuer pfosten und verfahren zur einbettung der befestigungsvorrichtung in beton
EP1304429B1 (de) Betonschalung mit seitlicher Abstützung
DE4420849C2 (de) Schalung für den Unterbau einer Betontreppe
DE2142150A1 (de) Unterstützungskonstruktion für Schalungen und Arbeits- und Stabilisierungsgerüst hierzu
DE19758238A1 (de) Schalungssystem
WO2009109175A1 (de) Bauklammer zur fixierung von schalungen für betonträger
DE19520082A1 (de) Verlorene Schalung
EP1136631A1 (de) Betonschalsystem
DE4204788A1 (de) Kopflager
DE1905341A1 (de) Schalungssystem
DE9409626U1 (de) Balkonkonstruktion
DE3909181A1 (de) Im rohbau eines gebaeudes voruebergehend zu verwendende treppe
DE3401906A1 (de) Vorrichtung zur haengenden befestigung eines geruestelements
DE2325483A1 (de) Bruestungsplatte aus armiertem werkbeton fuer balkone usw. mit aufgesetztem gelaender
WO2003006758A1 (de) Verbindungselement und verfahren zum verbinden eines betonfertigteils mit einem gebäudeabschnitt
EP1134331A2 (de) Bauelementsatz für ein Gerüst
DE69020740T2 (de) Gebäudewandkonstruktion.
DE3808145A1 (de) Verstaerkte aufhaengevorrichtung fuer kabel
DE2552736A1 (de) Vorrichtung zur anbringung von teilen im betonbau
DE4332793C1 (de) Verfahren zur Herstellung von Bauwerken und vorgefertigter Modul
CH676135A5 (en) Holder for shuttering elements - has support, forming parallel, offset extension of rail fixed below wall top surface
DE19548504A1 (de) Verfahren und Vorrichtung zur Herstellung eines Betonbodens
DE29705696U1 (de) Vorrichtung zur Vereinfachung der Ein- und Ausschalung von Deckenflächen im Hoch- und Tiefbau
DE19712873C2 (de) Urnenwand und Stele zur Herstellung derselben

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

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

AX Request for extension of the european patent

Extension state: AL LT LV MK RO SI

17P Request for examination filed

Effective date: 20030930

AKX Designation fees paid

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

17Q First examination report despatched

Effective date: 20040112

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): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR

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

Ref country code: FI

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: 20070425

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: GERMAN

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REF Corresponds to:

Ref document number: 50112410

Country of ref document: DE

Date of ref document: 20070606

Kind code of ref document: P

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

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

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

Ref country code: SE

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: 20070725

ET Fr: translation filed
PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: PT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20070925

NLV1 Nl: lapsed or annulled due to failure to fulfill the requirements of art. 29p and 29m of the patents act
REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2284576

Country of ref document: ES

Kind code of ref document: T3

GBV Gb: ep patent (uk) treated as always having been void in accordance with gb section 77(7)/1977 [no translation filed]

Effective date: 20070425

REG Reference to a national code

Ref country code: IE

Ref legal event code: FD4D

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: 20070425

Ref country code: IE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20070425

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: 20070425

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

Ref country code: DE

Payment date: 20071029

Year of fee payment: 7

Ref country code: ES

Payment date: 20071029

Year of fee payment: 7

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

Ref country code: IT

Payment date: 20071128

Year of fee payment: 7

Ref country code: CH

Payment date: 20071025

Year of fee payment: 7

Ref country code: AT

Payment date: 20071029

Year of fee payment: 7

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: 20080128

BERE Be: lapsed

Owner name: STOCKER, ERNST

Effective date: 20071031

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

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20070726

Ref country code: GB

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20070425

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

Ref country code: FR

Payment date: 20071029

Year of fee payment: 7

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

Ref country code: MC

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

Effective date: 20071031

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: 20071031

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20090630

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

Ref country code: CY

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: 20070425

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: 20071017

Ref country code: AT

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

Effective date: 20081017

Ref country code: DE

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

Effective date: 20090501

Ref country code: IT

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

Effective date: 20081017

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

Ref country code: TR

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: 20070425

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: 20081031

Ref country code: LI

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

Effective date: 20081031

Ref country code: CH

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

Effective date: 20081031

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20081018

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: 20081018