EP1624112B1 - Crash barrier element with deformable members between the element and the anchoring bolts - Google Patents

Crash barrier element with deformable members between the element and the anchoring bolts Download PDF

Info

Publication number
EP1624112B1
EP1624112B1 EP05076581A EP05076581A EP1624112B1 EP 1624112 B1 EP1624112 B1 EP 1624112B1 EP 05076581 A EP05076581 A EP 05076581A EP 05076581 A EP05076581 A EP 05076581A EP 1624112 B1 EP1624112 B1 EP 1624112B1
Authority
EP
European Patent Office
Prior art keywords
barrier element
anchoring
anchoring bolt
compression
length
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.)
Not-in-force
Application number
EP05076581A
Other languages
German (de)
French (fr)
Other versions
EP1624112A1 (en
Inventor
Mauro Monteleone
Marcello Burzi
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 PL05076581T priority Critical patent/PL1624112T3/en
Priority to SI200530165T priority patent/SI1624112T1/en
Publication of EP1624112A1 publication Critical patent/EP1624112A1/en
Application granted granted Critical
Publication of EP1624112B1 publication Critical patent/EP1624112B1/en
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F15/00Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact
    • E01F15/02Continuous barriers extending along roads or between traffic lanes
    • E01F15/08Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks
    • E01F15/081Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks characterised by the use of a specific material
    • E01F15/085Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks characterised by the use of a specific material using metal
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F15/00Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact
    • E01F15/02Continuous barriers extending along roads or between traffic lanes
    • E01F15/04Continuous barriers extending along roads or between traffic lanes essentially made of longitudinal beams or rigid strips supported above ground at spaced points
    • E01F15/0476Foundations

Definitions

  • the present invention relates to the sector of crash barriers of the so-called New Jersey type and more specifically to the elements which, arranged as a continuation of each other, form these barriers, as disclosed in EP 1 136 624 A .
  • crash barrier elements designed hitherto essentially comprise a support base fixed to the ground by means of anchoring bolts which pass through it and the abovementioned cushioning effect is obtained by adjusting the tightening torque of the said bolts and forming the aforementioned holes in the manner of an eyelet so that, when an impact occurs, the element is able to slide over a given length with respect to the bolts which brake its movement owing to the friction which is generated between the underside of their fixing nut and the base of the said support base of the element.
  • the holes formed in the base of the element must be eyelets oriented perpendicularly with respect to the said element and having a sufficient longitudinal length to allow the abovementioned displacement over a predefined length.
  • a barrier element according to the invention it is in fact no longer necessary to tighten the anchoring bolts with a predefined torque, but only by an amount sufficient to obtain the stability of the element, without producing friction between said bolts and the base and between the latter and the ground, as in the case of the elements designed in accordance with the state of the art.
  • the subject of the present invention therefore relates to a New Jersey crash barrier element as described in the accompanying Claim 1.
  • FIG. 1 shows how, in an New Jersey barrier element 1 according to the invention, the support base 2 is fixed to the ground T by means of a plurality of anchoring bolts 3 (only one of which is visible in the drawing) which are fixed to the ground T using known methods and each of which penetrates inside said element upwards through an eyelet 5 oriented perpendicularly with respect to the barrier element 1.
  • each anchoring bolt 3 there are arranged two members 4 which are compression-deformable, for example two metal plates which are folded as shown in the drawing and which are arranged symmetrically as an extension of each other in the transverse direction with respect to the element 1.
  • these two members 4 are integral with each other and form one piece, but could also be two parts which are separate from each other.
  • the assembly of the two members 4 is passed through by the shank of the bolt 3 via a complementary hole 6 formed therein.
  • the surrounding casing 7 transmits to one of the two members 4 (that arranged on the left-hand side in the case in question) a force which compresses it, deforming it firstly in a resilient manner and then in a permanent manner, causing it to crumple and shortening it by a length L.
  • the resilient member 4 absorbs and dissipates in a gradual manner the kinetic energy of the motor vehicle which caused the impact, and the barrier element 1 is displaced over a length L equal to the length of shortening of the member 4.
  • the members 4 both in terms of dimensions and in terms of type of material, it is possible to achieve the result that the element 1, following a thrust of given magnitude, is displaced over a given length L (for example, as already mentioned, equal to 10 cm for a thrust F of 9000 kg).
  • the barrier element 1, during deformation of one of the members 4, may be displaced over the said length L since it slides with its base 2 relative to the anchoring bolts 3 by means of the already mentioned eyelet 5.
  • the barrier element since a predefined friction between the base 2, bolts 3 and the ground T does not have to be produced, it may have a transverse width slightly greater than the diameter of the shank of the said bolts 3, and this play, which constitutes a further advantage of a barrier element according to the invention, is able to compensate for any errors in position of the anchoring bolts, facilitating and shortening the operations involved in installation of a crash barrier.
  • the surrounding casing 7 transmitted a compressive force to one of the members 4 by means of the projecting locators 8, but various different embodiments are possible using locators of a different type or kind, for example by forming them on the section which forms the said casing or another part of the barrier element (these further possible embodiments are not shown).
  • Figs. 1 and 2 relate to a barrier element 1 with a symmetrical and mirror-image form relative to its vertical centre plane, to be used as a central reservation between two adjacent carriageways, but the barrier element of the invention may also be used, changing only its shape, as a lateral guard-rail.
  • FIG. 3 An example of a barrier element 11 of this type is shown in Figures 3 and 4.
  • the aforementioned barrier element 11 also has, as in the previous example, a support base 12 for resting on the ground T, provided with several eyelets 15 (one of which can be seen more clearly in Fig. 4) through each of which the shank of an anchoring bolt 3 penetrates, this bolt having the function of fixing the barrier element 11 to the ground T.
  • a compression-deformable member 14 arranged transversely with respect to the element 11.
  • This member 14 which is realized for example in the form of shaped and folded metal plate as shown in the figures, performs the already described function of absorbing, by means of deformation and a reduction in its length, the kinetic energy associated with the impact of a motor vehicle against a crash barrier element, and, in a manner entirely similar to that illustrated in the previous example, it allows the barrier element 1 on which it is mounted to be displaced transversely, following an impact of given magnitude, over a predefined length.
  • the metal plate forming the compression-deformable member 14 has a hole which is passed through by the shank of the anchoring bolt 3, the fixing nut 19 of which ensures the connection between the bolt 3 itself and the said metallic plate.
  • the member 14 in order to transmit the force generated by the impact of the casing 17, the member 14 is provided with an angle-piece 18 which is fixed to the casing 17 in a suitable position, acts as a locating element and is in contact with the deformable member, but other solutions are also possible.

Abstract

A New Jersey crash barrier element (1) is described, said element comprising a support base (2) fixed to the ground (T) by means of several anchoring bolts (3) which pass through holes formed therein, each of the said holes being an eyelet (5) oriented in a direction perpendicular to the element (1) and between the latter and each anchoring bolt (3) there being positioned transversely at least one compression-deformable member (4) having dimensions such that it is deformed, being shortened by a predefined length (L), when the barrier element (1) transmits to it a compressive force of predetermined intensity, allowing the barrier element (1) to be displaced in the direction of the said compressive force sliding over the said length (L) with respect to the anchoring bolt (3) along said eyelet (5).

Description

  • The present invention relates to the sector of crash barriers of the so-called New Jersey type and more specifically to the elements which, arranged as a continuation of each other, form these barriers, as disclosed in EP 1 136 624 A .
  • As is known, the main function of these barriers, and therefore the elements which form them, is to absorb as gradually as possible the stresses produced by the impact of a motor vehicle so as to keep it on the roadway, limiting the effects of the sudden decelerations affecting the occupants of this motor vehicle as a result of its impact against the barrier. The crash barrier elements designed hitherto essentially comprise a support base fixed to the ground by means of anchoring bolts which pass through it and the abovementioned cushioning effect is obtained by adjusting the tightening torque of the said bolts and forming the aforementioned holes in the manner of an eyelet so that, when an impact occurs, the element is able to slide over a given length with respect to the bolts which brake its movement owing to the friction which is generated between the underside of their fixing nut and the base of the said support base of the element.
  • This approach, however, has drawbacks, the most important of which consists in the objective difficulties which are encountered in obtaining the desired result.
  • It is sufficient in fact for the temperature and humidity conditions of the surrounding environment to change or for the abovementioned tightness setting not to be sufficiently precise in order to produce a substantial variation in the degree of the braking frictional force described above, adversely affecting or modifying considerably the impact cushioning effect which may vary considerably from that stipulated by the road safety regulations.
  • These regulations, as is known to persons skilled in the art, prescribe that a crash barrier element subject to an impact equivalent to the application thereon of a force of 9000 kg should move, sliding along the anchoring bolts, a distance of 10 cm.
  • Another drawback associated with the present-day constructional solutions described above consists in the greater cost resulting from the necessary operation of tightening the anchoring bolts by means of a torque spanner, which operation, moreover, sometimes is somewhat awkward to perform.
  • The inventors of the subject of the present application have therefore provided an innovative solution which eliminates all the drawbacks mentioned above, devising a New Jersey motorway barrier element in which a compression-deformable member is arranged transversely between each anchoring bolt and the said element, said member absorbing, by means of deformation, the stresses of an impact of given magnitude and allowing, with its deformation, a transverse displacement of the crash barrier over a predefined length.
  • Obviously the holes formed in the base of the element must be eyelets oriented perpendicularly with respect to the said element and having a sufficient longitudinal length to allow the abovementioned displacement over a predefined length.
  • In a barrier element according to the invention it is in fact no longer necessary to tighten the anchoring bolts with a predefined torque, but only by an amount sufficient to obtain the stability of the element, without producing friction between said bolts and the base and between the latter and the ground, as in the case of the elements designed in accordance with the state of the art.
  • The subject of the present invention therefore relates to a New Jersey crash barrier element as described in the accompanying Claim 1.
  • Two preferred examples of embodiment of the barrier element according to the invention will now be described, with reference also to the accompanying drawings in which:
    • Fig. 1 is a cross-sectional view of the first example of embodiment of a barrier element used as a central reservation;
    • Fig. 2 is the same cross-sectional view as Fig. 1 after the element has suffered a knock due to the impact of a motor vehicle;
    • Fig. 3 is a cross-sectional view of a second example of embodiment of a barrier element used along one side of the roadway;
    • Fig. 4 is an enlarged view of part of Fig. 3.
  • If we consider firstly Figure 1, this figure shows how, in an New Jersey barrier element 1 according to the invention, the support base 2 is fixed to the ground T by means of a plurality of anchoring bolts 3 (only one of which is visible in the drawing) which are fixed to the ground T using known methods and each of which penetrates inside said element upwards through an eyelet 5 oriented perpendicularly with respect to the barrier element 1.
  • Between the surrounding casing 7 of the latter and each anchoring bolt 3 there are arranged two members 4 which are compression-deformable, for example two metal plates which are folded as shown in the drawing and which are arranged symmetrically as an extension of each other in the transverse direction with respect to the element 1.
  • In the case shown, these two members 4 are integral with each other and form one piece, but could also be two parts which are separate from each other.
  • The assembly of the two members 4 is passed through by the shank of the bolt 3 via a complementary hole 6 formed therein.
  • When the barrier element 1 is subject to the thrust F (Fig. 2) resulting from the impact of a motor vehicle, the surrounding casing 7 transmits to one of the two members 4 (that arranged on the left-hand side in the case in question) a force which compresses it, deforming it firstly in a resilient manner and then in a permanent manner, causing it to crumple and shortening it by a length L. During the course of this deformation, the resilient member 4 absorbs and dissipates in a gradual manner the kinetic energy of the motor vehicle which caused the impact, and the barrier element 1 is displaced over a length L equal to the length of shortening of the member 4.
  • By suitably designing the members 4 both in terms of dimensions and in terms of type of material, it is possible to achieve the result that the element 1, following a thrust of given magnitude, is displaced over a given length L (for example, as already mentioned, equal to 10 cm for a thrust F of 9000 kg).
  • Obviously, the barrier element 1, during deformation of one of the members 4, may be displaced over the said length L since it slides with its base 2 relative to the anchoring bolts 3 by means of the already mentioned eyelet 5. In connection with the latter, it must be pointed out that, since a predefined friction between the base 2, bolts 3 and the ground T does not have to be produced, it may have a transverse width slightly greater than the diameter of the shank of the said bolts 3, and this play, which constitutes a further advantage of a barrier element according to the invention, is able to compensate for any errors in position of the anchoring bolts, facilitating and shortening the operations involved in installation of a crash barrier.
  • It must be pointed out that, in the case described hitherto, the surrounding casing 7 transmitted a compressive force to one of the members 4 by means of the projecting locators 8, but various different embodiments are possible using locators of a different type or kind, for example by forming them on the section which forms the said casing or another part of the barrier element (these further possible embodiments are not shown).
  • The example in Figs. 1 and 2 relates to a barrier element 1 with a symmetrical and mirror-image form relative to its vertical centre plane, to be used as a central reservation between two adjacent carriageways, but the barrier element of the invention may also be used, changing only its shape, as a lateral guard-rail.
  • An example of a barrier element 11 of this type is shown in Figures 3 and 4.
  • In these figures it is possible to see how the aforementioned barrier element 11 also has, as in the previous example, a support base 12 for resting on the ground T, provided with several eyelets 15 (one of which can be seen more clearly in Fig. 4) through each of which the shank of an anchoring bolt 3 penetrates, this bolt having the function of fixing the barrier element 11 to the ground T. Between the surrounding casing 17 of the element 11 and each bolt 3 there is also positioned in this case a compression-deformable member 14 arranged transversely with respect to the element 11. This member 14, which is realized for example in the form of shaped and folded metal plate as shown in the figures, performs the already described function of absorbing, by means of deformation and a reduction in its length, the kinetic energy associated with the impact of a motor vehicle against a crash barrier element, and, in a manner entirely similar to that illustrated in the previous example, it allows the barrier element 1 on which it is mounted to be displaced transversely, following an impact of given magnitude, over a predefined length.
  • In this case also, advantageously, the metal plate forming the compression-deformable member 14 has a hole which is passed through by the shank of the anchoring bolt 3, the fixing nut 19 of which ensures the connection between the bolt 3 itself and the said metallic plate.
  • It is pointed out how, in this case also, in order to transmit the force generated by the impact of the casing 17, the member 14 is provided with an angle-piece 18 which is fixed to the casing 17 in a suitable position, acts as a locating element and is in contact with the deformable member, but other solutions are also possible.
  • All the observations made in respect of the previous example are also applicable, without variation, to this second example of embodiment which, as in the case of the embodiment described first, enables the predefined object of the inventors to be achieved, namely that of providing a barrier element 1, 11 which, without the need for special tightening of its anchoring bolts, absorbs a predefined energy resulting from the impact of a motor vehicle, being displaced transversely over a length predefined during the design stage.

Claims (3)

  1. New Jersey crash barrier element (1, 11), comprising a support base (2, 12) fixed to the ground (T) by means of several anchoring bolts (3) which pass through holes formed therein, characterized in that each of the said holes is an eyelet (5, 15) oriented in a direction perpendicular to the element (1, 11) and between the element and each anchoring bolt (3) there is positioned, in transverse direction with respect to the element, at least one compression-deformable member (4, 14) having dimensions such that it is deformed, being shortened by a predefined length (L), when the barrier element (1, 11) transmits to it a compressive force of predetermined intensity resulting from impact, allowing the barrier element (1, 11) to be displaced in the direction of said compressive force sliding over the said length (L) with respect to the anchoring bolt (3) along said eyelet (5).
  2. Barrier element (1) according to Claim 1, suitable for use as a central reservation, in which two of the said compression-deformable members (4) are positioned transversely between the element (1) and each anchoring bolt (3), integral or not with each other, being arranged as an extension of each other and on opposite sides of the anchoring bolt (3).
  3. Barrier element according to one of the preceding claims, in which each of the said compression-deformable members consists of a resilient member (4, 14) having a through-hole (6, 16) inside which the shank of the anchoring bolt (3) is inserted in a complementary manner.
EP05076581A 2004-07-13 2005-07-11 Crash barrier element with deformable members between the element and the anchoring bolts Not-in-force EP1624112B1 (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
PL05076581T PL1624112T3 (en) 2004-07-13 2005-07-11 Crash barrier element with deformable members between the element and the anchoring bolts
SI200530165T SI1624112T1 (en) 2004-07-13 2005-07-11 Crash barrier element with deformable members between the element and the anchoring bolts

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
IT000347A ITRM20040347A1 (en) 2004-07-13 2004-07-13 ROAD BARRIER ELEMENT WITH DEFORMABLE ORGANS BETWEEN THE ELEMENT AND ANCHOR BOLTS.

Publications (2)

Publication Number Publication Date
EP1624112A1 EP1624112A1 (en) 2006-02-08
EP1624112B1 true EP1624112B1 (en) 2007-12-12

Family

ID=35106854

Family Applications (1)

Application Number Title Priority Date Filing Date
EP05076581A Not-in-force EP1624112B1 (en) 2004-07-13 2005-07-11 Crash barrier element with deformable members between the element and the anchoring bolts

Country Status (8)

Country Link
EP (1) EP1624112B1 (en)
AT (1) ATE380903T1 (en)
DE (1) DE602005003723T2 (en)
ES (1) ES2298927T3 (en)
IT (1) ITRM20040347A1 (en)
PL (1) PL1624112T3 (en)
PT (1) PT1624112E (en)
SI (1) SI1624112T1 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2592187B1 (en) * 2011-11-12 2016-10-19 Hermann Spengler GmbH & Co. KG Roadway border device
AT513410A1 (en) * 2012-09-27 2014-04-15 Rebloc Gmbh Limiting element for traffic areas
ITUA20162932A1 (en) * 2016-04-27 2017-10-27 Comes Srl Road barrier
CN115323950B (en) * 2022-09-20 2023-12-12 广州桃园建筑工程有限公司 Highway sound barrier foundation embedded part, sound barrier and construction method

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4329547C1 (en) * 1993-09-02 1994-09-22 Spig Schutzplanken Prod Gmbh Steel crash-barrier train
EP1136624A3 (en) * 2000-03-23 2002-11-13 Shorel Anstalt Element of road barrier with gradual resistance to impacts, assembled with threaded means
IT1315713B1 (en) * 2000-06-26 2003-03-18 Renton Productions Ltd ROAD CONTAINMENT BARRIER.

Also Published As

Publication number Publication date
SI1624112T1 (en) 2008-04-30
PT1624112E (en) 2008-03-19
ES2298927T3 (en) 2008-05-16
DE602005003723D1 (en) 2008-01-24
EP1624112A1 (en) 2006-02-08
DE602005003723T2 (en) 2008-12-04
PL1624112T3 (en) 2008-05-30
ITRM20040347A1 (en) 2004-10-13
ATE380903T1 (en) 2007-12-15

Similar Documents

Publication Publication Date Title
US8287031B2 (en) Motor vehicle frame structure and crashbox therefor
CA2120780C (en) Shear loading energy absorbing device
US20070252124A1 (en) Guardrail System
US20030164434A1 (en) Locking device with several locking pins
JPH03183808A (en) Crash barrier for vehicular use
EP1624112B1 (en) Crash barrier element with deformable members between the element and the anchoring bolts
US20030150971A1 (en) Locking device with grooved locking pins
US5470107A (en) Energy absorbing steering column mounting
NZ536574A (en) Crash cushions absorbing energy of impacting vehicle by shredding lands
US7481600B2 (en) Energy absorbing wall system and method of use
KR20230074297A (en) Crash impact attenuator systems and methods
EP0764108B1 (en) Separable connecting device for a steering column
EP0677615B1 (en) Variable configuration road barrier with energy dissipating means
JPH0853071A (en) Impact absorbing device for steering column
AU2017375977B2 (en) Mounting assembly for a traffic barrier and traffic barrier comprising a mounting assembly
CN113518742A (en) Steering column impact energy absorber with ring closed by fusible link
CN211200202U (en) Corrugated beam plate for highway guardrail
GB2411156A (en) A collapsible steering column with a breakable anchor member
KR102552040B1 (en) Handrail shock device
KR200263070Y1 (en) buffer bracket for guardrail
JPH06167009A (en) Protective block
KR20000025979A (en) Installing method of guard rail
CZ284810B6 (en) Crash-barrier shock absorber
JP3893444B2 (en) Shock absorber for steering device
KR20120139969A (en) Collision energy absorbable steering column for vehicle

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC NL PL PT RO SE SI SK TR

AX Request for extension of the european patent

Extension state: AL BA HR MK YU

17P Request for examination filed

Effective date: 20060727

AKX Designation fees paid

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC NL PL PT RO SE SI SK TR

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 BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC NL PL PT RO SE SI SK TR

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: 602005003723

Country of ref document: DE

Date of ref document: 20080124

Kind code of ref document: P

REG Reference to a national code

Ref country code: RO

Ref legal event code: EPE

REG Reference to a national code

Ref country code: PT

Ref legal event code: SC4A

Free format text: AVAILABILITY OF NATIONAL TRANSLATION

Effective date: 20080307

REG Reference to a national code

Ref country code: SE

Ref legal event code: TRGR

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: FIAMMENGHI-FIAMMENGHI

REG Reference to a national code

Ref country code: GR

Ref legal event code: EP

Ref document number: 20080400603

Country of ref document: GR

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2298927

Country of ref document: ES

Kind code of ref document: T3

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

Ref country code: LT

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: 20071212

Ref country code: LV

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: 20071212

REG Reference to a national code

Ref country code: PL

Ref legal event code: T3

REG Reference to a national code

Ref country code: HU

Ref legal event code: AG4A

Ref document number: E003030

Country of ref document: HU

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

Ref country code: IS

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: 20080412

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

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: 20071212

26N No opposition filed

Effective date: 20080915

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: 20080731

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

Ref country code: EE

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: 20071212

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: 20071212

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: 20080711

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

Ref country code: BG

Payment date: 20110719

Year of fee payment: 7

Ref country code: IE

Payment date: 20110720

Year of fee payment: 7

Ref country code: CH

Payment date: 20110720

Year of fee payment: 7

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

Ref country code: DE

Payment date: 20110722

Year of fee payment: 7

Ref country code: FI

Payment date: 20110720

Year of fee payment: 7

Ref country code: ES

Payment date: 20110720

Year of fee payment: 7

Ref country code: CZ

Payment date: 20110712

Year of fee payment: 7

Ref country code: AT

Payment date: 20110728

Year of fee payment: 7

Ref country code: SE

Payment date: 20110725

Year of fee payment: 7

Ref country code: PL

Payment date: 20110712

Year of fee payment: 7

Ref country code: SK

Payment date: 20110711

Year of fee payment: 7

Ref country code: GR

Payment date: 20110725

Year of fee payment: 7

Ref country code: PT

Payment date: 20110711

Year of fee payment: 7

Ref country code: GB

Payment date: 20110720

Year of fee payment: 7

Ref country code: HU

Payment date: 20110727

Year of fee payment: 7

Ref country code: FR

Payment date: 20110810

Year of fee payment: 7

Ref country code: RO

Payment date: 20110711

Year of fee payment: 7

Ref country code: SI

Payment date: 20110711

Year of fee payment: 7

Ref country code: TR

Payment date: 20110711

Year of fee payment: 7

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

Ref country code: NL

Payment date: 20110802

Year of fee payment: 7

Ref country code: BE

Payment date: 20110725

Year of fee payment: 7

REG Reference to a national code

Ref country code: PT

Ref legal event code: MM4A

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

Effective date: 20130111

BERE Be: lapsed

Owner name: MONTELEONE, MAURO

Effective date: 20120731

Owner name: BURZI, MARCELLO

Effective date: 20120731

REG Reference to a national code

Ref country code: NL

Ref legal event code: V1

Effective date: 20130201

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

REG Reference to a national code

Ref country code: GR

Ref legal event code: ML

Ref document number: 20080400603

Country of ref document: GR

Effective date: 20130104

REG Reference to a national code

Ref country code: SE

Ref legal event code: EUG

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 380903

Country of ref document: AT

Kind code of ref document: T

Effective date: 20120711

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

Effective date: 20120711

REG Reference to a national code

Ref country code: SI

Ref legal event code: KO00

Effective date: 20130226

REG Reference to a national code

Ref country code: SK

Ref legal event code: MM4A

Ref document number: E 3274

Country of ref document: SK

Effective date: 20120711

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20130329

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: 20120711

Ref country code: HU

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

Effective date: 20120712

Ref country code: FR

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

Effective date: 20120731

Ref country code: LI

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

Effective date: 20120731

Ref country code: NL

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

Effective date: 20130201

Ref country code: CH

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

Effective date: 20120731

Ref country code: FI

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

Effective date: 20120711

Ref country code: CZ

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

Effective date: 20120711

Ref country code: SE

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

Effective date: 20120712

Ref country code: DE

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

Effective date: 20130201

REG Reference to a national code

Ref country code: IE

Ref legal event code: MM4A

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 602005003723

Country of ref document: DE

Effective date: 20130201

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: 20120731

Ref country code: GR

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

Effective date: 20130204

Ref country code: SI

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

Effective date: 20120712

Ref country code: SK

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

Effective date: 20120711

Ref country code: PT

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

Effective date: 20130111

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

Ref country code: AT

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

Effective date: 20120711

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: 20120711

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

Ref country code: RO

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

Effective date: 20120711

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20131018

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: 20120712

REG Reference to a national code

Ref country code: PL

Ref legal event code: LAPE

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

Ref country code: PL

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

Effective date: 20120711

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 NON-PAYMENT OF DUE FEES

Effective date: 20120711

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

Ref country code: BG

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

Effective date: 20120731

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

Ref country code: IT

Payment date: 20180725

Year of fee payment: 14

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: 20190711