EP1067248B1 - Verankerungsvorrichtung für Betonbauteile oder ähnliches mit einem einfach zu benutzendem Element zum Verankern an dem Bauteil - Google Patents
Verankerungsvorrichtung für Betonbauteile oder ähnliches mit einem einfach zu benutzendem Element zum Verankern an dem Bauteil Download PDFInfo
- Publication number
- EP1067248B1 EP1067248B1 EP00113199A EP00113199A EP1067248B1 EP 1067248 B1 EP1067248 B1 EP 1067248B1 EP 00113199 A EP00113199 A EP 00113199A EP 00113199 A EP00113199 A EP 00113199A EP 1067248 B1 EP1067248 B1 EP 1067248B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- anchoring
- section
- anchoring device
- opening
- head
- 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 title claims abstract description 176
- 230000008878 coupling Effects 0.000 description 5
- 238000010168 coupling process Methods 0.000 description 5
- 238000005859 coupling reaction Methods 0.000 description 5
- 238000003466 welding Methods 0.000 description 3
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000000670 limiting effect Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000000284 resting effect Effects 0.000 description 1
- 239000010959 steel 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
- E04B1/4107—Longitudinal elements having an open profile, with the opening parallel to the concrete or masonry surface, i.e. anchoring rails
Definitions
- the present invention relates to an anchoring device for building components made of concrete or the like with easy-to-apply element for anchoring to the component.
- Anchoring devices for interconnecting components made of concrete or the like or for rigidly coupling other elements to a concrete component comprise anchoring sections which generally have a substantially C-shaped transverse cross-section and are designed to be partially embedded in the concrete component so that the open side of the C-shape is arranged at one face of the component. Inside the guide formed by the anchoring section it is possible to arrange and lock connecting elements for anchoring to the component other components or accessory elements of the building, such as for example pipes, raceways, cables, et cetera.
- Anchoring sections generally have anchoring elements constituted by brackets or pin-like elements which are designed to be embedded in the concrete component in order to provide adequate strength of the connection between the anchoring section and the component.
- the anchoring elements are welded to the anchoring section.
- the anchoring elements are fixed to the anchoring section by clinching or upsetting.
- German Patent DE-PS 26.31.396 discloses an anchoring section which is provided with substantially I-shaped anchoring elements.
- openings are formed beforehand in the back of the anchoring section, i.e., on its side that lies opposite the open side of the C-shape, and regions which are recessed on the inner side of the anchoring section are formed at the openings.
- the anchoring elements have, at one end of the I-shape, a protrusion which can be inserted in one of the openings and is clinched inside the anchoring section, so as to permanently couple the anchoring element to the anchoring section.
- the anchoring devices must be assembled in a suitably equipped workshop and it is then necessary to transport the anchoring devices to the building site when they are already assembled, accordingly when they are considerably bulkier than the anchoring sections alone.
- anchoring elements to be used must be preset and cannot be replaced subsequently to adapt them to the various building site requirements. This entails holding in store a large number of anchoring elements to be used according to the various design requirements.
- Anchoring devices are also known which are composed of anchoring sections and anchoring elements which can be assembled to the anchoring section without requiring welding, clinching or upsetting operations.
- This type includes, for example, anchoring sections equipped with bracket arrangements constituted simply by variously shaped steel strips which are inserted in adapted holes formed in the anchoring section.
- EP-154.157 also discloses an anchoring section which has anchoring elements which are substantially shaped like a pin with a threaded stem.
- Such anchoring section has, on the inner side of its back, cone-shaped recesses which end with a substantially cylindrical neck.
- the substantially cylindrical neck is crossed by a threaded hole in which it is possible to couple an anchoring element which is shaped like a threaded pin.
- the anchoring element is screwed into the neck of the corresponding recess so that the head of the pin is accommodated within the recess on the inner side of the anchoring section, while its threaded stem protrudes outward from the back of the anchoring section and is designed to be embedded in the concrete component.
- Other elements having a corresponding thread are associated with the threaded stem, by using the thread of said stem, in order to increase the grip of the anchoring element inside the body of the concrete component.
- anchoring sections are very practical in the assembly of the anchoring elements to the anchoring section body, they have the drawback of having a reduced strength of the connection between the anchoring section and the anchoring elements, since said connection is achieved simply by means of the threaded coupling provided between the anchoring element and the cylindrical neck of the cone-shaped recesses.
- said connection has a reduced resistance to compression, i.e., if the anchoring section is subjected to a force which pushes it toward the inside of the component, because in this stress condition the resistance of the connection between the anchoring element and the anchoring section is ensured only by the threaded coupling.
- US-4 571 912 discloses an anchoring device as defined in the preamble of claim 1.
- the aim of the present invention is to solve the above-cited problems, by providing an anchoring device for building components made of concrete or the like, constituted by an anchoring section and by one or more elements for anchoring the section to the concrete component, wherein the anchoring element or elements can be assembled very simply to the anchoring section, achieving high strength of the connection of the anchoring element or elements to the anchoring section.
- an object of the present invention is to provide a device in which the anchoring element or elements can be assembled to the anchoring section without requiring welding, upsetting or clinching operations.
- Another object of the present invention is to provide an anchoring device in which the anchoring element or elements can be constituted by standardized elements which are easily available.
- Another object of the present invention is to provide an anchoring device in which the connection of the anchoring elements to the anchoring section can be entrusted directly to the user at the building site.
- the anchoring device generally designated by the reference numeral 1, comprises an anchoring section 2 which can have, in a per se known manner, a substantially C-shaped transverse cross-section.
- the anchoring section 2 is designed to be embedded in a concrete component 3 so that the open side of the C-shape lies at the level of one of the outer faces of the component 3.
- the anchoring section 2 can protrude partially or fully from one of the outer faces of the component 3.
- the anchoring section 2 has two lateral wings 4a and 4b which face each other and are connected by a back 4c.
- the lateral wings 4a and 4b have tabs which are folded toward each other above the back 4c, so as to form undercuts which can be engaged by conventional connecting elements, not shown for the sake of simplicity, which can be inserted in the anchoring section 2 and can be used to connect the component 3 to another component or to accessory elements of a building, such as for example pipes, raceways, cables, et cetera.
- the anchoring section 2 has, on its side designed to be directed toward the inside of the component 3, at least one opening 5 which can be crossed by an anchoring element 6 in order to provide stable and rigid coupling of the anchoring section 2 to the component 3.
- the anchoring element 6 is substantially pin-shaped and has a head 6a which is larger than the opening 5 and a stem 6b which is threaded at least in its region located proximate to the head 6a.
- a locking element 7 is provided which is crossed by a threaded hole 7a which can be coupled to the threaded portion of the stem 6b of the anchoring element 6.
- the locking element 7 can be tightened onto the stem 6b of the anchoring element 6, which is inserted beforehand through the opening 5 with the head 6a inside the anchoring section 2, toward the head 6a, so as to clamp, between the head 6a and the locking element 7, the region of the anchoring section 2 at the opening 5a, thus providing the stable and rigid coupling of the anchoring element 6 to the anchoring section 2.
- the stem 6b is threaded along its entire length.
- the anchoring element 6 can be constituted by a conventional screw whose dimensions can vary according to requirements and which is easily commercially available.
- the opening 5 has an axis which is substantially perpendicular to the longitudinal extension of the anchoring section 2 and is formed in the back 4c of the anchoring section 2.
- a region 8 which is recessed on the inner side of the anchoring section 2 and is designed to at least partially accommodate the head 6a of the anchoring element 6.
- the recessed region 8 is preferably formed by plastic deformation of the back 4c of the anchoring section 2, generating a corresponding protrusion on the outer side of the back 4c of the anchoring section 2.
- the recessed region 8 can have a substantially conical shape, with an axis which is perpendicular to the plane of arrangement of the back 4c of the anchoring section, as shown in Figures 1 to 4.
- the recessed region designated by the reference numeral 8a in said figure, can have a substantially cylindrical shape, with its axis arranged again at right angles to the plane of arrangement of the back 4c of the anchoring section 2.
- the opening 5 is formed in the bottom of the recessed region 8a and has smaller dimensions than the bottom, so as to form in any case a resting shoulder for the head 6a of the anchoring element 6.
- the opening 5 is preferably constituted by a circular hole.
- plan shape of the recessed region 8, 8a can be, according to requirements, circular as shown in Figure 6, oval as shown in Figure 7, or polygonal, as shown in Figure 8.
- the head 6a can be conical, as shown in Figures 1 to 3, or polygonal or oval, so as to couple to, and be accommodated at least partially within, the recessed region 8, 8a.
- the locking element 7 is constituted by a nut with a collar 10a, as shown in Figure 9.
- An additional anchoring element can be screwed onto the stem 6b, proximate to its end that lies opposite the head 6a; said additional anchoring element can be constituted simply by a nut, or by a nut with a collar 11a, as shown in Figure 9, or by a blind nut 11b, as shown in Figure 10, or by a wing nut 11c, as shown in Figure 11, or by another variously shaped element provided with a threaded hole which can be coupled to said stem 6b.
- the anchoring section 2 is produced in the workshop so as to be already provided with the openings 5 and the recessed regions 8, 8a around openings 5.
- the anchoring elements 6 are associated with the anchoring section 2 by inserting the stem 6b through the openings 5 so that the head 6a remains on the inner side of the anchoring section 2 in the optional recessed region 8, 8a.
- the nut with a collar, 10a is then screwed onto the stem 6b until the region of the anchoring section 2 arranged around the opening 5 is clamped between the head 6a and said nut with a collar 10a. In this manner, the anchoring element 6 is firmly and stably coupled to the anchoring section 2.
- the nut 11a, 11b or 11c is optionally screwed onto the end of the stem 6b that lies opposite the head 6a.
- the anchoring section 2, with the anchoring elements 6, is inserted in a form into which the concrete is poured to form the component 3.
- Such casting embeds the anchoring elements 6, which ensure adequate strength of the connection between the anchoring section 2 and the component 3.
- the clamping of the region of the anchoring section arranged around the opening 5, performed by the nut with a collar 10a achieves high strength of the connection between the anchoring elements 6 and the anchoring section 2 in terms of both traction and compression, i.e., along two mutually opposite directions which are parallel to the axis of the anchoring element 6.
- the anchoring device according to the invention fully achieves the intended aim and objects, since it can be assembled simply and rapidly, even at the building site, and ensures high strength of the connection between the anchoring elements and the anchoring section.
- the materials used, as well as the dimensions may be any according to requirements and to the state of the art.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Reinforcement Elements For Buildings (AREA)
- Adornments (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
- Piles And Underground Anchors (AREA)
Claims (18)
- Eine Verankerungsvorrichtung (1) für aus Beton gefertigte Bauteile, mit einem Element zur Verankerung an das Bauteil (3), welche einen Verankerungsabschnitt (2) einschließt, welcher auf seiner Seite, die vorgesehen ist, um in Richtung des Inneren des Bauteils (3) ausgerichtet zu sein, wenigstens eine Öffnung (5) aufweist, die von einem Element (6) zur Verankerung von besagtem Bereich an das Bauteil durchdrungen werden kann; wobei besagtes Verankerungselement (6) stiftförmig ist, mit einem Kopf (6a), welcher breiter als besagte Öffnung (5) ist, und mit einem Schaft (6b), welcher wenigstens in seinem Bereich nahe zu besagtem Kopf ein Gewinde aufweist, versehen ist, ferner einschließend ein mit einem ein Gewinde aufweisendes Loch (7a) versehenes Befestigungselement (7), welches mit dem Gewinde von besagtem Schaft verbunden werden kann, wobei besagtes durch besagte Öffnung eingeführte Befestigungselement (7) auf besagtem Schaft in Richtung von besagtem Kopf angezogen werden kann, um zwischen besagtem Kopf und besagtem Befestigungselement den Bereich von besagtem Verankerungsabschnitt (2) an besagter Öffnung einzuklemmen, dadurch gekennzeichnet, dass besagtes Befestigungselement (7) durch eine Mutter mit einem Kragen (10a) gebildet wird.
- Die Verankerungsvorrichtung nach Anspruch 1, dadurch gekennzeichnet, dass der Schaft (6b) von besagtem Verankerungselement (6) entlang seiner gesamten Länge mit einem Gewinde versehen ist.
- Die Verankerungsvorrichtung nach Anspruch 1, dadurch gekennzeichnet, dass besagte wenigstens eine Öffnung (5) eine Achse aufweist, welche im Wesentlichen senkrecht zu einer Längsausdehnung des Verankerungsabschnittes (2) steht.
- Die Verankerungsvorrichtung nach Anspruch 1, wobei besagter Verankerungsabschnitt (2) einen im Wesentlichen C-förmigen Querschnitt aufweist und besagte wenigstens eine Öffnung (5) auf einer Rückseite der C-Form ausgebildet ist.
- Die Verankerungsvorrichtung nach Anspruch 1, dadurch gekennzeichnet, dass ein Bereich (8, 8a), welcher auf einer Innenseite des Verankerungsabschnittes (2) eingelassen ist, um besagte Öffnung (5) ausgebildet und vorgesehen ist, um wenigstens teilweise besagten Kopf (6a) des Verankerungselementes (6) aufzunehmen.
- Die Verankerungsvorrichtung nach Anspruch 5, dadurch gekennzeichnet, dass besagter eingelassener Bereich (8, 8a) eine im wesentlichen konische Form hat, welche eine Achse aufweist, die im Wesentlichen senkrecht zu einer Anordnungsebene der Rückseite (4c) des Verankerungsabschnittes (2) ist.
- Die Verankerungsvorrichtung nach Anspruch 5, dadurch gekennzeichnet, dass besagter eingelassenener Bereich (8a) eine im Wesentlichen zylindrische Form hat, welche eine Achse aufweist, die im Wesentlichen senkrecht zu einer Anordnungsebene der Rückseite (4c) des Verankerungsabschnittes (2) steht, wobei besagte Öffnung (5) auf einem Boden von besagtem eingelassenem Bereich (8a) ausgebildet und kleiner als besagter Boden ist.
- Die Verankerungsvorrichtung nach Anspruch 1, dadurch gekennzeichnet, dass besagte Öffnung (5) durch ein rundes Loch gebildet wird.
- Die Verankerungsvorrichtung nach Anspruch 5, dadurch gekennzeichnet, dass besagter eingelassener Bereich (8, 8a) in der Draufsicht rund ist.
- Die Verankerungsvorrichtung nach Anspruch 5, dadurch gekennzeichnet, dass besagter eingelassener Bereich (8, 8a) in der Draufsicht polygonal ist.
- Die Verankerungsvorrichtung nach Anspruch 5, dadurch gekennzeichnet, dass besagter eingelassener Bereich (8, 8a) in der Draufsicht oval ist.
- Die Verankerungsvorrichtung nach Anspruch 5, dadurch gekennzeichnet, dass der Kopf (6a) von besagtem Verankerungselement (6) komplementär zu besagtem eingelassenem Bereich (8, 8a) geformt ist.
- Die Verankerungsvorrichtung nach Anspruch 5, dadurch gekennzeichnet, dass besagter eingelassener Bereich (8, 8a) auf der Außenseite der Rückseite (4c) des Verankerungsabschnittes (2) eine entsprechende Auskragung formt, und dadurch dass besagtes Befestigungselement (7) auf seiner, besagter Rückseite (4c) des Verankerungsabschnittes (2) zugewandten Fläche einen Sitz aufweist, welcher geeignet ist, um wenigstens teilweise besagte Auskragung aufzunehmen.
- Die Verankerungsvorrichtung nach Anspruch 1, dadurch gekennzeichnet, dass es ein zusätzliches Verankerungselement einschließt, welches auf den Schaft (6b) von besagtem Verankerungselement (6) geschraubt ist.
- Die Verankerungsvorrichtung nach Anspruch 14, dadurch gekennzeichnet, dass besagtes zusätzliche Verankerungselement eine Mutter einschließt.
- Die Verankerungsvorrichtung nach Anspruch 15, dadurch gekennzeichnet, dass besagtes zusätzliche Verankerungselement eine Mutter mit einem Kragen (11a) einschließt.
- Die Verankerungsvorrichtung nach Anspruch 15, dadurch gekennzeichnet, dass besagtes zusätzliche Verankerungselement eine Kapselmutter (11b) einschließt.
- Die Verankerungsvorrichtung nach Anspruch 15, dadurch gekennzeichnet, dass besagtes zusätzliche Verankerungselement eine Flügelmutter (11c) einschließt.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ITMI990444U | 1999-07-08 | ||
IT1999MI000444U IT246843Y1 (it) | 1999-07-08 | 1999-07-08 | Dispositivo di ancoraggio per manufatti edili in calcestruzzo o simili con elemento di ancoraggio al manufatto ad elevata semplicita' di |
Publications (3)
Publication Number | Publication Date |
---|---|
EP1067248A2 EP1067248A2 (de) | 2001-01-10 |
EP1067248A3 EP1067248A3 (de) | 2002-01-02 |
EP1067248B1 true EP1067248B1 (de) | 2006-09-06 |
Family
ID=11382149
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP00113199A Expired - Lifetime EP1067248B1 (de) | 1999-07-08 | 2000-07-03 | Verankerungsvorrichtung für Betonbauteile oder ähnliches mit einem einfach zu benutzendem Element zum Verankern an dem Bauteil |
Country Status (5)
Country | Link |
---|---|
EP (1) | EP1067248B1 (de) |
AT (1) | ATE338855T1 (de) |
DE (1) | DE60030510D1 (de) |
ES (1) | ES2270760T3 (de) |
IT (1) | IT246843Y1 (de) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP3124711A1 (de) | 2015-07-29 | 2017-02-01 | HILTI Aktiengesellschaft | Herstellungsverfahren für eine ankerschiene sowie ankerschiene |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102008054799A1 (de) * | 2008-12-17 | 2010-06-24 | Hilti Aktiengesellschaft | Ankerschiene |
ITMI20092187A1 (it) * | 2009-12-15 | 2011-06-16 | Univergom S R L | Ancoraggio antisismico tra pannelli e struttura portante. |
EP2551416B1 (de) | 2011-07-27 | 2014-01-01 | HILTI Aktiengesellschaft | Ankerschiene |
DE102012216957A1 (de) * | 2012-09-21 | 2014-05-15 | Hilti Aktiengesellschaft | Ankerschienenanordnung |
DE102020101478A1 (de) * | 2020-01-22 | 2021-07-22 | Fischerwerke Gmbh & Co. Kg | Ankerschiene und Verfahren zur Herstellung einer Ankerschiene |
Family Cites Families (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US992877A (en) * | 1909-08-27 | 1911-05-23 | Trussed Concrete Steel Co | Shaft-hanger support. |
DE2631396C2 (de) | 1976-07-13 | 1978-02-16 | Beine, Karlheinz, Dipl.-Ing, 4030 Ratingen | In ein Bauteil einbettbare Ankerschiene mit Verankerungselementen |
DE3407801C1 (de) * | 1984-03-02 | 1985-06-20 | Siegfried 7135 Wiernsheim Fricker | Ankerschiene |
DE8815267U1 (de) * | 1988-12-08 | 1989-01-26 | Fricker, Siegfried, 7135 Wiernsheim | Ankerschiene für die Bautechnik |
DE4326322C2 (de) * | 1993-08-05 | 2003-01-09 | Halfen Gmbh & Co Kg | Ankerschiene für die Bautechnik |
-
1999
- 1999-07-08 IT IT1999MI000444U patent/IT246843Y1/it active
-
2000
- 2000-07-03 ES ES00113199T patent/ES2270760T3/es not_active Expired - Lifetime
- 2000-07-03 DE DE60030510T patent/DE60030510D1/de not_active Expired - Lifetime
- 2000-07-03 EP EP00113199A patent/EP1067248B1/de not_active Expired - Lifetime
- 2000-07-03 AT AT00113199T patent/ATE338855T1/de not_active IP Right Cessation
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP3124711A1 (de) | 2015-07-29 | 2017-02-01 | HILTI Aktiengesellschaft | Herstellungsverfahren für eine ankerschiene sowie ankerschiene |
Also Published As
Publication number | Publication date |
---|---|
ES2270760T3 (es) | 2007-04-16 |
ATE338855T1 (de) | 2006-09-15 |
EP1067248A2 (de) | 2001-01-10 |
DE60030510D1 (de) | 2006-10-19 |
IT246843Y1 (it) | 2002-04-10 |
ITMI990444U1 (it) | 2001-01-08 |
EP1067248A3 (de) | 2002-01-02 |
ITMI990444V0 (it) | 1999-07-08 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JP4982657B2 (ja) | ワイヤクランプアセンブリ | |
KR102104667B1 (ko) | 전선케이블 고정클램프 | |
EP1929162B1 (de) | Klemmteil und haltevorrichtung mit einem klemmteil dieser art | |
US5259684A (en) | Connector for a strut-tube to a column | |
EP1067248B1 (de) | Verankerungsvorrichtung für Betonbauteile oder ähnliches mit einem einfach zu benutzendem Element zum Verankern an dem Bauteil | |
WO2017095218A1 (en) | Coupling for connecting construction parts, a truss provided therewith and associated method and use | |
US20160040701A1 (en) | Coupling for connecting construction parts, a truss provided therewith and associated method and use | |
US6459233B1 (en) | Cable attachment assembly for battery of vehicle | |
CZ162493A3 (en) | Connecting terminal for a battery or an accumulator | |
EP1744087B1 (de) | Befestigungselement für Rohre und Kabel | |
US20040238558A1 (en) | Device for Connecting Ends of Bars | |
EP2245334B1 (de) | Kabelabschluss mit elliptischem wandprofil | |
KR102143012B1 (ko) | 케이블 행거장치 | |
US20090130872A1 (en) | Conductor connection | |
US3369215A (en) | Battery terminal clamp for emergency and/or permanent cable connection | |
KR101230255B1 (ko) | 드롭퍼 클램프 | |
CN115199634A (zh) | 连接件 | |
KR200271929Y1 (ko) | 철근 결속용 클램프 | |
KR20170123943A (ko) | 철근 이음장치 | |
KR101464121B1 (ko) | 중공형재 쌍이 구비된 철근연결구 | |
JP4178047B2 (ja) | 鉄筋の端部定着装置 | |
KR20190000843U (ko) | 소일 네일링 공법용 강재 연결구 | |
KR20050093282A (ko) | 조가선 고정용 밴드 | |
KR100710784B1 (ko) | 철근연결장치 | |
JPH08177231A (ja) | 角締め用金具 |
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: A2 Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE |
|
AX | Request for extension of the european patent |
Free format text: AL;LT;LV;MK;RO;SI |
|
PUAL | Search report despatched |
Free format text: ORIGINAL CODE: 0009013 |
|
AK | Designated contracting states |
Kind code of ref document: A3 Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE |
|
AX | Request for extension of the european patent |
Free format text: AL;LT;LV;MK;RO;SI |
|
17P | Request for examination filed |
Effective date: 20020610 |
|
AKX | Designation fees paid |
Free format text: AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE |
|
17Q | First examination report despatched |
Effective date: 20040430 |
|
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 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT;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. Effective date: 20060906 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: 20060906 Ref country code: LI 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: 20060906 Ref country code: CH 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: 20060906 Ref country code: AT 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: 20060906 Ref country code: BE 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: 20060906 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: 20060906 |
|
REG | Reference to a national code |
Ref country code: GB Ref legal event code: FG4D |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: EP |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: FG4D |
|
REF | Corresponds to: |
Ref document number: 60030510 Country of ref document: DE Date of ref document: 20061019 Kind code of ref document: P |
|
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: 20061206 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: 20061206 |
|
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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20061207 |
|
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: 20070219 |
|
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: CH Ref legal event code: PL |
|
REG | Reference to a national code |
Ref country code: ES Ref legal event code: FG2A Ref document number: 2270760 Country of ref document: ES Kind code of ref document: T3 |
|
EN | Fr: translation not 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: 20070607 |
|
GBPC | Gb: european patent ceased through non-payment of renewal fee |
Effective date: 20070703 |
|
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: 20070731 Ref country code: FR 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: 20070511 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: 20061207 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: GB Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20070703 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20070703 |
|
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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20060906 |
|
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: 20060906 Ref country code: LU Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20070703 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: ES Payment date: 20100813 Year of fee payment: 11 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: IT Payment date: 20120716 Year of fee payment: 13 |
|
REG | Reference to a national code |
Ref country code: ES Ref legal event code: FD2A Effective date: 20130823 |
|
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: 20110704 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20130703 |