EP1948869B1 - Breakaway base for road columns - Google Patents

Breakaway base for road columns Download PDF

Info

Publication number
EP1948869B1
EP1948869B1 EP06812815.6A EP06812815A EP1948869B1 EP 1948869 B1 EP1948869 B1 EP 1948869B1 EP 06812815 A EP06812815 A EP 06812815A EP 1948869 B1 EP1948869 B1 EP 1948869B1
Authority
EP
European Patent Office
Prior art keywords
base according
rollers
breakaway base
breakaway
bolts
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.)
Active
Application number
EP06812815.6A
Other languages
German (de)
French (fr)
Other versions
EP1948869A1 (en
EP1948869A4 (en
Inventor
Oddbjörn NES
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.)
Saferoad As
Original Assignee
Saferoad As
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 Saferoad As filed Critical Saferoad As
Publication of EP1948869A1 publication Critical patent/EP1948869A1/en
Publication of EP1948869A4 publication Critical patent/EP1948869A4/en
Application granted granted Critical
Publication of EP1948869B1 publication Critical patent/EP1948869B1/en
Active 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
    • E01F9/00Arrangement of road signs or traffic signals; Arrangements for enforcing caution
    • E01F9/60Upright bodies, e.g. marker posts or bollards; Supports for road signs
    • E01F9/623Upright bodies, e.g. marker posts or bollards; Supports for road signs characterised by form or by structural features, e.g. for enabling displacement or deflection
    • E01F9/631Upright bodies, e.g. marker posts or bollards; Supports for road signs characterised by form or by structural features, e.g. for enabling displacement or deflection specially adapted for breaking, disengaging, collapsing or permanently deforming when deflected or displaced, e.g. by vehicle impact
    • E01F9/635Upright bodies, e.g. marker posts or bollards; Supports for road signs characterised by form or by structural features, e.g. for enabling displacement or deflection specially adapted for breaking, disengaging, collapsing or permanently deforming when deflected or displaced, e.g. by vehicle impact by shearing or tearing, e.g. having weakened zones

Definitions

  • the invention relates to a breakaway base according to the introductory part of claim 1, for road columns, particularly road columns for roads with high velocity and heavy traffic.
  • US 6 540 196 B describes a breakaway base according to the preamble of claim 1.
  • the main object of the invention is to ensure that the breakaway base releases even when a car impacts it at some distance from the base.
  • a further object is to provide a breakaway base which is not liable to siezing and decreasing breakaway function due to long service and weathering.
  • rollers particularly of metal are used as friction reducing elements.
  • Multiple rollers are arranged between the dishes (foot flange and carrier plate) to reduce the friction, and the dishes having the friction reducing elements may be circular to arrange the rolls optimally along the edge, and make the dishes more resistant to bending of the edges.
  • the novel breakaway base may have a short straight edge for arrangement parallel to the road/direction of traffic, so that the rollers may be perpendicular to the road and enhance the effect at a collision. Tests have also been conducted with rollers arranged parallel to the road, also giving reduced friction compared to prior art breakaway bases.
  • the main elements of Figure 1 are a road column 11, a socket 12 provided for mounting on a fundament (not shown).
  • the road column 11 is manufactured of a conical or stepwise tapered steel tube 13 with a foot flange 14 welded on the lower end of the steel tube 13 with three supporting webs 15. For short road columns for low loads, the webs is may be omitted.
  • the flange 14 has a straight part 16 intended, in use, to be parallel to the road edge, and three notches 17 spaced 120° around the circumference. The notches 17 are intended to accommodate bolts 18 to be described in the following.
  • the flange 14 can also be a closed dish.
  • the socket 12 has a base dish 19, in the illustrated embodiment quadratic, with a bore hole 20 at each corner for fastening to a fundament not shown, e.g. of concrete, with imbedded bolts.
  • the base dish 19 carries a carrier plate 21 on a tubular collar 22, said parts being joined by welding.
  • the carrier plate 21 of this embodiment has a mating design of notches 23 as the foot flange and a corresponding flange design. This implies having a straight edge 24.
  • the nuts for fastening the bolts 18 are designated 25, while the nuts for fastening the base dish 19 have reference numeral 31.
  • rollers 26 Intermediate the foot flange 14 and the carrier plate 21 are embedded series of rollers 26 of steel or similar pressure resistant material.
  • the rollers 26 are arranged in openings 28 in an intermediate or spacer sheet 27 shown in Figure 3 .
  • the rollers may have a diameter of 6 mm.
  • the intermediate sheet 27 is relatively thin, e.g. 0,7 mm, and is provided with holes 29 for the bolts 18.
  • the purpose of the intermediate sheet 27 is twofold,: 1) to keep the position of the bolts until the sideward load on the breakaway base exceeds a certain level, tearing off the intermediate sheet, and additionally 2) to keep the rollers 26 in place.
  • the design of the openings 28 and thus of the arrangement of the rollers 26, is shown in Figure 3 .
  • the rollers 26 are arranged with the axis perpendicularly to the straight edge 30, which, when the intermediate sheet 27 is mounted, will be parallel to the road edge.
  • the friction reducing elements preferably are arranged in multiple groups, e.g. three groups, distributed over the face of contact.
  • FIG. 2 shows how the rollers 26 are clamped between the foot flange 14 and the carrier plate 21.
  • This embodiment has an annular socket 19 with a bevelled inner edge 32 joining a central collar 33.
  • the number of rollers is determined by the maximum bending torque, to avoid pressing of the rollers into the dishes or the rollers being deformed.
  • the rollers are fixed by wax or a glue sheet. This will make the mounting easier.
  • Road columns with breakaway base according to the invention are normally delivered factory mounted, to ensure proper mounting and right make up torque of the bolts.
  • Figure 4 shows an embodiment of an intermediate sheet 34 with rectangular openings 35 in a corresponding symmetrical arrangement as in Figure 3 , for rollers 36.
  • groups of four rollers 36 are inserted in cassette frames or roller holders 37 arranged in the openings 35. This makes the transport of the rollers and the mounting of the rollers in the breakaway base easier and less demanding.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Connection Of Plates (AREA)

Description

  • The invention relates to a breakaway base according to the introductory part of claim 1, for road columns, particularly road columns for roads with high velocity and heavy traffic.
  • Background
  • Road columns with a breakaway base (slip base) have been known for years. The brochure "Avskjæringsledd" published by Örsta Stålindustri January 1997, describes a breakway base with two triangular dishes bolted together. The breakaway base is clamped together with three bolts, one at each corner. The dishes have open slots instead of bores. This lets the upper dish and the column slide out of the bolts upon an impact, hence the term "slip base" Between the dishes is inserted a thin (0,7 mm) galvanized intermediate sheet or dish with a hole in each corner for the bolts. This is to avoid the bolts "working" out of the slots due to vibration if the bolts are not tightened. The bolts are easily broken out of the intermediate dish due to its thinness.
  • Columns with such a breakaway base have functioned well, but in some cases, the columns have not been released. Due to this, the authorities in some countries have turned negative to this prior art design. The reason for not releasing may have been due to a car impacting the road column at some height above the base, e.g. at an opening, when the road column is arranged on a downward slope. The friction of the breakaway base is relatively high, thus when a car impacts at some distance from the base, the bending moment increases at the base thereby increasing the friction. The tube of the road column lacks the strength to transfer the load necessary to release the breakaway base and the road column will break at the point of impact. There is also a risk that the breakaway base will sieze due to corrosion between the dishes.
  • Further, US 6 540 196 B describes a breakaway base according to the preamble of claim 1.
  • Objects
  • The main object of the invention is to ensure that the breakaway base releases even when a car impacts it at some distance from the base. A further object is to provide a breakaway base which is not liable to siezing and decreasing breakaway function due to long service and weathering.
  • The Invention
  • The invention is stated in claim 1. Further features of the invention are stated in claims 2-9.
  • With this breakaway base, the release of the breakaway base is ensured at an impact, also when the impact is at some distance from the base, when the base is located on a downward slope.
  • As stated in claim 1, rollers particularly of metal are used as friction reducing elements. Multiple rollers are arranged between the dishes (foot flange and carrier plate) to reduce the friction, and the dishes having the friction reducing elements may be circular to arrange the rolls optimally along the edge, and make the dishes more resistant to bending of the edges.
  • The novel breakaway base may have a short straight edge for arrangement parallel to the road/direction of traffic, so that the rollers may be perpendicular to the road and enhance the effect at a collision. Tests have also been conducted with rollers arranged parallel to the road, also giving reduced friction compared to prior art breakaway bases.
  • Further details of the invention will appear from the examples.
  • Examples
  • The invention is described more in detail with reference to the drawings, wherein
    • Figure 1 shows an exploded perspective view of an embodiment of the invention,
    • Figure 2 show a cross section elevation view with an axial section of the socket with the breakaway base of Figure 1,
    • Figure 3 show a plan view of a sheet according to the invention, and
    • Figure 4 shows an alternative spacer sheet with roller holders.
  • The main elements of Figure 1 are a road column 11, a socket 12 provided for mounting on a fundament (not shown). The road column 11 is manufactured of a conical or stepwise tapered steel tube 13 with a foot flange 14 welded on the lower end of the steel tube 13 with three supporting webs 15. For short road columns for low loads, the webs is may be omitted. The flange 14 has a straight part 16 intended, in use, to be parallel to the road edge, and three notches 17 spaced 120° around the circumference. The notches 17 are intended to accommodate bolts 18 to be described in the following. The flange 14 can also be a closed dish.
  • The socket 12 has a base dish 19, in the illustrated embodiment quadratic, with a bore hole 20 at each corner for fastening to a fundament not shown, e.g. of concrete, with imbedded bolts. The base dish 19 carries a carrier plate 21 on a tubular collar 22, said parts being joined by welding. The carrier plate 21 of this embodiment has a mating design of notches 23 as the foot flange and a corresponding flange design. This implies having a straight edge 24. The nuts for fastening the bolts 18 are designated 25, while the nuts for fastening the base dish 19 have reference numeral 31.
  • Intermediate the foot flange 14 and the carrier plate 21 are embedded series of rollers 26 of steel or similar pressure resistant material. The rollers 26 are arranged in openings 28 in an intermediate or spacer sheet 27 shown in Figure 3. The rollers may have a diameter of 6 mm.
  • The design of the arrangement of the rollers 26 shown in Figure 3 is particularly advantageous, but other arrangements can also be used.
  • As an alternative to the openings 28, slots accommodating multiple rollers can be used. The intermediate sheet 27 is relatively thin, e.g. 0,7 mm, and is provided with holes 29 for the bolts 18. The purpose of the intermediate sheet 27 is twofold,: 1) to keep the position of the bolts until the sideward load on the breakaway base exceeds a certain level, tearing off the intermediate sheet, and additionally 2) to keep the rollers 26 in place.
  • The design of the openings 28 and thus of the arrangement of the rollers 26, is shown in Figure 3. The rollers 26 are arranged with the axis perpendicularly to the straight edge 30, which, when the intermediate sheet 27 is mounted, will be parallel to the road edge. The friction reducing elements preferably are arranged in multiple groups, e.g. three groups, distributed over the face of contact.
  • Figure 2 shows how the rollers 26 are clamped between the foot flange 14 and the carrier plate 21. This embodiment has an annular socket 19 with a bevelled inner edge 32 joining a central collar 33.
  • The number of rollers is determined by the maximum bending torque, to avoid pressing of the rollers into the dishes or the rollers being deformed. In the intermediate sheet 27, with the openings for the rollers, the rollers are fixed by wax or a glue sheet. This will make the mounting easier. Road columns with breakaway base according to the invention are normally delivered factory mounted, to ensure proper mounting and right make up torque of the bolts.
  • Figure 4 shows an embodiment of an intermediate sheet 34 with rectangular openings 35 in a corresponding symmetrical arrangement as in Figure 3, for rollers 36. In this case groups of four rollers 36 are inserted in cassette frames or roller holders 37 arranged in the openings 35. This makes the transport of the rollers and the mounting of the rollers in the breakaway base easier and less demanding.

Claims (9)

  1. Breakaway base for road columns (11), wherein a carrier plate (21) is mounted on a carrier (19) being anchored in the ground, as carrier for a foot flange (14) for the lower end of the column (11), the carrier plate (21) and the foot flange (14) being connected with at least two axially arranged fastening bolts (18) secured with nuts, wherein at least one of the foot flange (14) and the carrier plate (21) has notches (17, 23) for the bolts (18) allowing the release of the bolts (18) upon a sideway impact, and wherein an element, particularly an intermediate sheet (27) with holes (29) for the fastening bolts, is arranged to keep the bolts (18) in place under normal use, multiple friction reducing elements (26) being arranged to reduce the friction at sideway slip between the foot flange (14) and the carrier plate (21), characterized in that the friction reducing elements are rollers (26), particularly of metal.
  2. Breakaway base according to claim 1, characterized in that the rollers (26) are arranged with their axis perpendicularly to an adjoining road edge.
  3. Breakaway base according to any one of claims 1 to 2, characterized in that the intermediate sheet (27) has openings (28) for the friction reducing elements (26).
  4. Breakaway base according to any one of claims 1 to 3, characterized in that the foot flange (14) and the carrier plate (21) are at least generally circular.
  5. Breakaway base according to claim 4, characterized in that at least one of said elements (14, 21) has a straight part (16, 24) for arrangement parallel to the road edge
  6. Breakaway base according to any one of claims 1 to 5, characterized in that the friction reducing elements are arranged in multiple groups distributed on the contact surface.
  7. Breakaway base according to claim 3, characterized in that the intermediate sheet (27) is provided to keep the friction reducing elements during mounting.
  8. Breakaway base according to any one of the claims 1 to 7, characterized in that it comprises roller holders (37) holding groups of rollers together during mounting and use.
  9. Breakaway base according to claim 8, characterized in that the roller holders (37) are of frame structure, preferably with four rollers (36) in each.
EP06812815.6A 2005-11-07 2006-11-07 Breakaway base for road columns Active EP1948869B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
NO20055220A NO325205B1 (en) 2005-11-07 2005-11-07 Road mast intersection joint
PCT/NO2006/000399 WO2007053040A1 (en) 2005-11-07 2006-11-07 Breakaway base for road columns

Publications (3)

Publication Number Publication Date
EP1948869A1 EP1948869A1 (en) 2008-07-30
EP1948869A4 EP1948869A4 (en) 2014-05-07
EP1948869B1 true EP1948869B1 (en) 2016-04-06

Family

ID=35432914

Family Applications (1)

Application Number Title Priority Date Filing Date
EP06812815.6A Active EP1948869B1 (en) 2005-11-07 2006-11-07 Breakaway base for road columns

Country Status (4)

Country Link
EP (1) EP1948869B1 (en)
DK (1) DK1948869T3 (en)
NO (1) NO325205B1 (en)
WO (1) WO2007053040A1 (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102400445A (en) * 2010-09-08 2012-04-04 韩国建设技术研究院 Sliding base structure provided with clamping device
GB2509776B (en) * 2013-01-15 2020-07-08 Ritherdon & Company Ltd Passively safe roadside cabinet
NO339575B1 (en) * 2015-06-08 2017-01-09 Ferrozink Trondheim As Assembly for adjustable mounting of post, beam or similar to foundation.
NO343828B1 (en) * 2016-06-14 2019-06-17 K Manger Konsulenttjenester As An adjustment device for a post foundation that shall be inserted into the ground, method for adjusting the position of a post connected to an adjustment device, and the use of said adjustment device.
GB2621152A (en) * 2022-08-03 2024-02-07 Francis & Lewis International Ltd Stub bypass apparatus

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4926592A (en) * 1989-02-10 1990-05-22 Unistrut International Corp. Breakaway sign post coupling
US6422783B1 (en) * 2000-12-29 2002-07-23 Northwest Pipe Company Breakaway post slipbase
US6540196B1 (en) * 2002-02-06 2003-04-01 Western Highway Products, Inc. Break away support structure coupling
US6868641B2 (en) * 2002-05-01 2005-03-22 Michael D. Conner Breakaway post base

Also Published As

Publication number Publication date
EP1948869A1 (en) 2008-07-30
NO20055220D0 (en) 2005-11-07
NO325205B1 (en) 2008-02-25
WO2007053040A1 (en) 2007-05-10
DK1948869T3 (en) 2016-07-04
EP1948869A4 (en) 2014-05-07

Similar Documents

Publication Publication Date Title
EP1948869B1 (en) Breakaway base for road columns
US6540196B1 (en) Break away support structure coupling
US6390436B2 (en) Breakaway sign post
US6886813B2 (en) Breakaway support post for highway guardrail end treatments
US6422783B1 (en) Breakaway post slipbase
US4926592A (en) Breakaway sign post coupling
US6308927B1 (en) Breakaway sign post connector
EP1147261B1 (en) Breakaway support post for highway guardrail end treatment.
US6915618B2 (en) Tower monopole reinforcement
AU2023200199A1 (en) A lining arrangement, and a method for fastening lining elements to a support structure
US5480121A (en) Break-away conncetor for sign post
CA2632252C (en) Surface-mounted post base
US20030084621A1 (en) Breakaway signpost connector
US7758278B2 (en) System and method for stabilizing parking curb anchors
AU743635B2 (en) Caster wheel assembly with flexing plate
SE509249C2 (en) Exposed to abrasion and abrasive lining elements and fasteners for forming such a wall
JP2009504946A (en) Flood protection barrier assembly
KR100770141B1 (en) Prefabricated steel soil retaining plate
AU2004100042A4 (en) Apparatus for Securing Wire Mesh to a Rock Face
CA2609896A1 (en) Post anchor with drive pin and ground displacement wedge
AU2019101384A4 (en) Fence post
EP2354313B1 (en) Fixing system for posts for vertical traffic sign elements and the like
EP1666682B1 (en) Device for fastening posts on a surface, erection kit and fence
KR20050055902A (en) Traffic-control sign of road
EP2497859B1 (en) Deformable arrangement

Legal Events

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

Free format text: ORIGINAL CODE: 0009012

17P Request for examination filed

Effective date: 20080521

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

DAX Request for extension of the european patent (deleted)
A4 Supplementary search report drawn up and despatched

Effective date: 20140407

RIC1 Information provided on ipc code assigned before grant

Ipc: E01F 9/018 20060101AFI20140401BHEP

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

INTG Intention to grant announced

Effective date: 20151022

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

REG Reference to a national code

Ref country code: DE

Ref legal event code: R079

Ref document number: 602006048565

Country of ref document: DE

Free format text: PREVIOUS MAIN CLASS: E01F0009018000

Ipc: E01F0009635000

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

RIC1 Information provided on ipc code assigned before grant

Ipc: E01F 9/635 20160101AFI20160218BHEP

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: AT

Ref legal event code: REF

Ref document number: 787990

Country of ref document: AT

Kind code of ref document: T

Effective date: 20160415

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 602006048565

Country of ref document: DE

REG Reference to a national code

Ref country code: DK

Ref legal event code: T3

Effective date: 20160628

REG Reference to a national code

Ref country code: SE

Ref legal event code: TRGR

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG4D

Ref country code: NL

Ref legal event code: MP

Effective date: 20160406

REG Reference to a national code

Ref country code: AT

Ref legal event code: MK05

Ref document number: 787990

Country of ref document: AT

Kind code of ref document: T

Effective date: 20160406

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: 20160406

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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160406

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: 20160406

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: 20160806

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 11

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: 20160707

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: 20160406

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: 20160808

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: 20160406

Ref country code: ES

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

Effective date: 20160406

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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160406

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

Effective date: 20160406

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 602006048565

Country of ref document: DE

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

Ref country code: CZ

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: 20160406

Ref country code: SK

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: 20160406

Ref country code: RO

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: 20160406

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: 20160406

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: 20170110

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

Ref country code: SI

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: 20160406

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

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

Effective date: 20161107

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

Ref country code: CH

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

Effective date: 20161130

Ref country code: LI

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

Effective date: 20161130

REG Reference to a national code

Ref country code: IE

Ref legal event code: MM4A

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: 20161130

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 12

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: 20161107

Ref country code: GB

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

Effective date: 20161107

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: 20160406

Ref country code: HU

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

Effective date: 20061107

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: 20160406

Ref country code: MC

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: 20160406

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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160406

REG Reference to a national code

Ref country code: DE

Ref legal event code: R082

Ref document number: 602006048565

Country of ref document: DE

Representative=s name: WUNDERLICH & HEIM PATENTANWAELTE PARTNERSCHAFT, DE

P01 Opt-out of the competence of the unified patent court (upc) registered

Effective date: 20230526

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

Ref country code: SE

Payment date: 20231120

Year of fee payment: 18

Ref country code: FR

Payment date: 20231120

Year of fee payment: 18

Ref country code: FI

Payment date: 20231121

Year of fee payment: 18

Ref country code: DK

Payment date: 20231124

Year of fee payment: 18

Ref country code: DE

Payment date: 20231121

Year of fee payment: 18