EP0998610A1 - Strassenleitplanke für brücke im new jersey stil - Google Patents

Strassenleitplanke für brücke im new jersey stil

Info

Publication number
EP0998610A1
EP0998610A1 EP98929647A EP98929647A EP0998610A1 EP 0998610 A1 EP0998610 A1 EP 0998610A1 EP 98929647 A EP98929647 A EP 98929647A EP 98929647 A EP98929647 A EP 98929647A EP 0998610 A1 EP0998610 A1 EP 0998610A1
Authority
EP
European Patent Office
Prior art keywords
barrier
bridge
modules
new jersey
steel
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.)
Granted
Application number
EP98929647A
Other languages
English (en)
French (fr)
Other versions
EP0998610B1 (de
Inventor
Gabriele Camomilla
Stefano Bruschi
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.)
Autostrade Concessioni e Costruzioni Autostrade SpA
Original Assignee
Autostrade Concessioni e Costruzioni Autostrade SpA
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 Autostrade Concessioni e Costruzioni Autostrade SpA filed Critical Autostrade Concessioni e Costruzioni Autostrade SpA
Publication of EP0998610A1 publication Critical patent/EP0998610A1/de
Application granted granted Critical
Publication of EP0998610B1 publication Critical patent/EP0998610B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

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
    • E01F15/088Details of element connection
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00Structural or constructional details of bridges
    • E01D19/10Railings; Protectors against smoke or gases, e.g. of locomotives; Maintenance travellers; Fastening of pipes or cables to bridges
    • E01D19/103Parapets, railings ; Guard barriers or road-bridges
    • 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
    • E01F15/025Combinations of at least two of the barrier member types covered by E01F15/04 - E01F15/08, e.g. rolled steel section or plastic strip backed up by cable, safety kerb topped by rail barrier
    • 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
    • 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

Definitions

  • the present invention relates to a motorway barrier to be used on the sides of bridges, and particularly to a monolithic barrier of this type, which can be homologated in the so-called B3 class of top resistance, which is particularly suited to be used on already existing bridges or motorway viaducts, due to its reduced weight, besides on newly erected structures of this kind.
  • An object of the present invention is to realize a steel- made barrier for the sides of a bridge, which can be homologated in the class B3, with minimum production costs, employing a reduced amount of materials, and reducing the time for its erection.
  • Another object of the present invention, depending on the preceding one, is to realize the barrier in separate blocks or monolithic modules which can be directly connected to each other, which require a minimum assembling time and can be adapted to bridges of any span.
  • a further object of the present invention is to include in this new kind of barrier belonging to the B3 class, all features already advantageously used in this technical field; said features, which in part have been suitably modified, comprise among other thingsi the screw anchors with predetermined breaking threshold, the reinforcing ribs provided on the so-called “mantle” with the New Jersey profile, and the mutual connection systems among the barrier elements at the site of the expansion joints or their neighbourhood, that is, between the bays of the bridge, in order to allow displacements caused by thermal dilatation, eliminating the rise of dangerous mutual actions and stresses on the bridge top and barrier.
  • the above objects are obtained by a steel made barrier with New Jersey profile, whose features are defined in the characterizing portion of claim 1 , and in the dependent claims which illustrate particular and/or preferred embodiments.
  • Fig. 1 is a cross-sectional view of a module of the New Jersey barrier used on the bridge sides, taken along the line A-A of Fig. 3, at the site of the post of the handrail ;
  • Fig. 2 is a front view of a detail of the module, in the direction of the arrow F of Fig. 1, at the site of the pole of the handrail ;
  • Fig. 3 is a front view of the whole module of the barrier according to the present invention, in the direction of the arrow F of Fig. 1;
  • Fig. 4 is a front view which shows the adopted solution by the barrier of the present invention, for the handrail tube at its two ends )
  • Fig. 5 is a sectional exploded view of the various parts made of sheet steel, which, when welded to each other, form the barrier of Fig. 1, taken at the site of the structural reinforcement element, which in what follows will be named "upright";
  • Fig. 6 is a sectional view of the connection system between two tubes of the handrail (sleeve), at the site of the joint between two modules of the barrier;
  • Fig. 7 is a view which is analog to Fig. 6, but illustrating a special sleeve to be employed at the site of the "expansion joints" of viaducts, allowing relative displacements between the connected tubes;
  • Fig. 8 is a plan view from the top of the particular connection hinge between two modules of the barrier, to be used at the site of the "expansion joints" of the viaduct, in order to allow relative displacements between the two connected barriers;
  • Fig. 9 is a vertical elevational view in the direction of the arrow P (Fig. 8) of the hinge of Fig. 8, showing both the already assembled device (central part) and its different constituent parts taken individually
  • Fig. 10 shows by means of different partial views, and according to a plan view, the connections between two respective adjacent barrier elements, obtained by means of a plate and a counterplate bolted together, according to the "standard" case and to the case applicable to expansion joints of viaducts;
  • Figs. 11A-11E show, according to a plan view, the steel- made plates and counterplates used to connect the modules of Fig. 10.
  • the barrier belongs to the
  • the transversal displacement of the barrier even if desirable, must however be limited, since the space available on the curbstone of a bridge is approximately 0.5 meters.
  • the impact energy which the barrier must be able to absorb is equal to E 600 kJ or more .
  • the barrier must prevent its surmounting by lorries having a centre of gravity located at a height up to about 1.60 .
  • the three measured acceleration components must be less than the respective threshold values, and, additionally, the total acceleration must satisfy the following relation
  • the barrier according to the present invention has some structural reinforcement elements which are individually shown in fig. 5 and are denoted by the numbers 1,2,3,4,5,6,7,8,9,10,11. These structural reinforcement elements are welded to each other in order to obtain a structure which we may call reticulated or "lattice-work", which is clearly visible in Fig. 1.
  • Part 1 forms the "mantle" of the barrier, it has a "New Jersey” profile and is obviously continuous, thereby covering all the front part of the barrier module of about 6 meters of length.
  • Part 2 having the shape of a double wave, forms a reinforcement element welded to the back side of the "mantle".
  • the double wave 2 also extends along the whole length of the module.
  • Parts 3 and 4 are also welded and belong to the base 12 of the module, but they extend only for a limited length, for instance 15 cm, at the site - and on both sides - of the hole 14 for the screw anchors with predetermined breaking threshold.
  • the height of the base 12 may be equal, for instance, to a 1 m, more or less.
  • the parts 5,6 are also limited in their extension, to a zone around the hole 14, and are welded to the back side 7 of the upright and the tube piece 8 supporting the handrail tube 15 (shown in Fig. 4), the latter being inserted inside the sleeve 8; as can be seen, the structural reinforcement element comprises also the post or upright 13 of the handrail .
  • the structural reinforcement element comprises also the post or upright 13 of the handrail .
  • the uprights 13,13 of the handrail of Fig. 3 are provided only in the number of 2, at the site of only two of the four central structural uprights of the module which comprise the hole 14.
  • Fig. 6 shows the connection between two handrail tubes 15,15 belonging to two adjacent barrier modules (of about 6 meters).
  • the sleeve 21 is inserted inside both tubes 15, 15 and fixed by bolts 22.
  • Both tubes 15 have a length which is approximately equal to that of a module, which may have a nominal length from 6 to 3 meters.
  • the modules which after welding have a monolithic structure, are transported with the tube 15 being already inserted in the guides 8, and the sleeve 21 and one of the bolts 22 being already assembled onto one end of a tube 15. It will be sufficient, then, to introduce the other tube 15 (of the other module), in the sleeve 21, and move the tubes only for a short distance, in order to obtain the connection.
  • Fig. 6 shows the connection between two handrail tubes 15,15 belonging to two adjacent barrier modules (of about 6 meters).
  • the sleeve 21 is inserted inside both tubes 15, 15 and fixed by bolts 22.
  • Both tubes 15 have a length which is approximately equal to that of a module
  • the sleeve 21' is longer (for instance about 160 mm) and has slots 23 which are crossed by one of the two bolts 22.
  • This system allows a sliding movement of the tube 15 at the site of an "expansion joint" between two adjacent spans of a bridge.
  • Fig. 3 there is shown how the sleeve 21 or 21', could be provided also in an intermediate point of the barrier.
  • the detail 30 shows the anchor system for obtaining the connection to the curbstone 31.
  • the anchor system comprises conventional components, like the constituent parts 9, 10, 11 which form the anchor chamber (welded to the structural upright), and the screw anchor 32 having a predetermined breaking threshold.
  • connection system between two modules will be illustrated for a " standard" joint and for an “expansion joint” of the viaduct.
  • the two modules 40,40 to be connected to each other comprise a plurality of rings with elliptical cross-section 41 at their mating ends, which have been welded in a staggered way, so as to be able to penetrate each other like a zipper, when the two modules are put close to each other.
  • a pin or bar 42 is introduced from above into the circular hole formed by the ellipses of the rings 41 belonging to the two modules 40 (Fig. 10).
  • a first plate 43 is mounted (Fig. 11B) onto the upper surface of the base 12 (no upright 13 in this position), while a counterplate 44 (with shorter width to be able to pass beyond the pin 42), is applied on the other (inner) side of the upper surface 45 of the base 12 of the barrier.
  • Bolts are inserted in the duly aligned four holes of the plates 43, 44 and thereafter these bolts are fastened.
  • connection is a bit more complex.
  • the connection system may be understood by considering, jointly, the three figures 8,9 and 10. Both modules 40, 40 are put close together, interposing between them a hinge consisting of two half-parts 50, 50', which are freely rotatable around a pin 42 'and form therewith a single body.
  • Each of said half-parts 50, 50' includes a plurality of sheet steel elements shaped like half-moons 52 and 52' respectively, which are welded to steel strips 51 and 51' in order to form a unique integral piece.
  • two pins 42 are simultaneously inserted into the rings with elliptical cross section 41 of respective modules 40, 40 and into the half-parts 50, 50' whereas a untral pin is introduced inside both half-parts 50, 50' at the same time (specifically into the half-moon elements 52, 52').
  • Fig. 9 also shows how the half-parts 50,50' of the hinge are obtained, welding the flat strips 51 and 51' to the separate parts 52 (four pieces) and 52' (four pieces).
  • the gap 60 (Fig. 8) in the case of the expansion joint is about 60 mm, but it may be more or less than this value (for instance ⁇ 40 mm) , allowing thermal displacements of the viaduct spans; these values can be obtained by means of the above described hinge.
  • the parts 41, 52, 52', 41 are arranged in staggered positions so as to allow mutual penetration (see assembled joint shown centrally in Fig. 9).
  • the plate 70 (Fig. HE) is used for the connection in the case of the expansion joint; it covers from above the whole above described hinge, securing the three pins 42, 42; 42', preventing the pins from being removed.
  • Fig. 11D shows a plate 74 which is also illustrated in Fig. 4 and serves for connecting to the barrier module, the bent end 90 of the handrail.
  • the two modules of the barrier are connected to each other by a bolt comprising a nut and a lock nut, having for example a length of 160 mm and denoted by the number 80, the connection being done at the foot of the barrier and at the site of an expansion joint.
  • This bolt which will not be fastened, must have in fact a length which is sufficient so as to prevent the hindrance of movements performed by the modules, which are themselves due to small displacements of the span ends.
  • the bolt 81 has instead a much smaller length, for instance about 80 mm, and will be screwed tight in order to rigidly connect two different adjacent barrier elements in the standard position .
  • the barrier is primarily used on the sides of a bridge, according to the present invention, may also be utilized in all cases where a barrier meeting the conditions of the B3 class is required, wherein these prerequisites are obtained through the particular reticulated structure of the handrail upright, which has been designed specifically for this purpose.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Road Signs Or Road Markings (AREA)
  • Casings For Electric Apparatus (AREA)
  • Magnetic Heads (AREA)
  • Chemical Vapour Deposition (AREA)
EP98929647A 1997-07-22 1998-06-26 Strassenleitplanke für brücke im new jersey stil Expired - Lifetime EP0998610B1 (de)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
IT97RM000452A IT1294202B1 (it) 1997-07-22 1997-07-22 Barriera tipo new jersey da bordo ponte in acciaio di classe b3
ITRM970452 1997-07-22
PCT/IT1998/000179 WO1999005364A1 (en) 1997-07-22 1998-06-26 New jersey type barrier for the sides of a bridge

Publications (2)

Publication Number Publication Date
EP0998610A1 true EP0998610A1 (de) 2000-05-10
EP0998610B1 EP0998610B1 (de) 2002-09-11

Family

ID=11405189

Family Applications (1)

Application Number Title Priority Date Filing Date
EP98929647A Expired - Lifetime EP0998610B1 (de) 1997-07-22 1998-06-26 Strassenleitplanke für brücke im new jersey stil

Country Status (7)

Country Link
EP (1) EP0998610B1 (de)
AT (1) ATE223989T1 (de)
AU (1) AU7932198A (de)
DE (1) DE69807893T2 (de)
ES (1) ES2183382T3 (de)
IT (1) IT1294202B1 (de)
WO (1) WO1999005364A1 (de)

Families Citing this family (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2002066745A1 (en) * 2001-02-19 2002-08-29 Thorgeir Jonsson Lateral load bearing structural cantilevered system such as highway guardrail and bridgerail systems
CN105568877A (zh) * 2014-10-10 2016-05-11 无锡梓昱安全用品科技有限公司 防越式隔音道路防护板
CN105648945A (zh) * 2014-11-26 2016-06-08 无锡梓昱安全用品科技有限公司 道路智能检测式防护隔音板
CN105625222A (zh) * 2014-11-26 2016-06-01 无锡梓昱安全用品科技有限公司 防翻越式减阻防护板
CN105696502A (zh) * 2014-11-26 2016-06-22 无锡梓昱安全用品科技有限公司 带检测式防翻越防护板
CN105696497A (zh) * 2014-11-26 2016-06-22 无锡梓昱安全用品科技有限公司 道路智能检测式防护板
CN106592454B (zh) * 2016-12-27 2022-09-20 中国铁道科学研究院节能环保劳卫研究所 铁路声屏障偏置钢立柱
US11499331B2 (en) * 2019-09-26 2022-11-15 Christopher ABELA Ductile anchor attachment (DAA) mechanism
GB2595919B (en) * 2020-06-11 2023-04-12 Atg Access Ltd A barrier arrangement

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4681302A (en) * 1983-12-02 1987-07-21 Thompson Marion L Energy absorbing barrier
DE3811862C2 (de) * 1987-04-15 1994-06-23 Rausch Peter Absperr- bzw. Verkehrsleiteinrichtung
IT222558Z2 (it) * 1989-11-16 1995-04-21 Stori Leopoldo Gasparetto Barriera metallica di sicurezza
IT229150Y1 (it) * 1992-04-14 1998-07-02 Stori Leopoldo Gasparetto Barriera metallica di sicurezza
IT1262381B (it) * 1993-07-23 1996-06-19 Autostrade Concess Const Barriera leggera da ponte autostrade.
DE29501887U1 (de) * 1995-02-06 1995-04-13 SPS Schutzplanken GmbH, 63743 Aschaffenburg Leiteinrichtung für Kraftfahrzeuge

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO9905364A1 *

Also Published As

Publication number Publication date
EP0998610B1 (de) 2002-09-11
ITRM970452A1 (it) 1999-01-22
IT1294202B1 (it) 1999-03-24
DE69807893D1 (de) 2002-10-17
ITRM970452A0 (de) 1997-07-22
DE69807893T2 (de) 2003-07-31
ES2183382T3 (es) 2003-03-16
WO1999005364A1 (en) 1999-02-04
AU7932198A (en) 1999-02-16
ATE223989T1 (de) 2002-09-15

Similar Documents

Publication Publication Date Title
EP0710309B1 (de) Leichte leitschranken für brücken
CA1050797A (en) Cable-reinforced safety barrier
US5145278A (en) Modular steel bridge and traffic barrier and methods of fabrication and application therefor
US4930752A (en) Highway fencing
KR100569028B1 (ko) 박스형 가설교량
EP0357266B1 (de) Vorgefertigte Betonkonstruktionen
EP0998610B1 (de) Strassenleitplanke für brücke im new jersey stil
KR101633431B1 (ko) 기존 교량 콘크리트와 구조적 일체화를 확보한 교량 확장형 인도 및 이의 시공방법
WO2021034949A1 (en) Modular wall system for constructing buildings
WO1998038387A1 (en) Modular span multi-cell box girder bridge system
GB2133826A (en) Adjusting curvature of formwork
EP0847461B1 (de) Vorgefertigte hochstrasse und deren herstellungsverfahren
US5121518A (en) Cable-stayed bridge and construction process
JP3708074B2 (ja) 道路用幅員拡張材とその設置方法
KR100547484B1 (ko) H빔을 다층으로 연결하고, 프리스트레스를 도입한 교량거더와 낙교방지장치 및 다중 지점 지지장치로 이루어진 가설교량 및 이의 설치방법
KR100223442B1 (ko) 가설교
EP0555232B1 (de) Verbindungsträger
KR100656428B1 (ko) 프리캐스트 난간
KR102622588B1 (ko) 파형강판이 적용된 켄틸레버 브라켓
KR102546655B1 (ko) 프리캐스트 타입 모듈러 거더
RU189925U1 (ru) Дорожное ограждение
KR102609483B1 (ko) 응력 분산 보강구조를 갖는 교량 점검용 출입 사다리
RU2698882C1 (ru) Мостовое двухстороннее барьерное ограждение
EP4158110B1 (de) Modul einer strassensicherheitsbarriere und verfahren zur herstellung des moduls
US20220282500A1 (en) Sidewalk shed

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: 20000115

AK Designated contracting states

Kind code of ref document: A1

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 PAYMENT 20000115;LT PAYMENT 20000115;LV PAYMENT 20000115;MK PAYMENT 20000115;RO PAYMENT 20000115;SI PAYMENT 20000115

GRAG Despatch of communication of intention to grant

Free format text: ORIGINAL CODE: EPIDOS AGRA

17Q First examination report despatched

Effective date: 20011219

GRAG Despatch of communication of intention to grant

Free format text: ORIGINAL CODE: EPIDOS AGRA

GRAH Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOS IGRA

GRAH Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOS IGRA

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): 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 PAYMENT 20000115;LT PAYMENT 20000115;LV PAYMENT 20000115;MK PAYMENT 20000115;RO PAYMENT 20000115;SI PAYMENT 20000115

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: 20020911

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: 20020911

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: 20020911

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: 20020911

REF Corresponds to:

Ref document number: 223989

Country of ref document: AT

Date of ref document: 20020915

Kind code of ref document: T

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: 69807893

Country of ref document: DE

Date of ref document: 20021017

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

Ref country code: SE

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

Effective date: 20021211

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: 20021211

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: 20021217

REG Reference to a national code

Ref country code: GR

Ref legal event code: EP

Ref document number: 20020403987

Country of ref document: GR

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: FIAMMENGHI-FIAMMENGHI

LTIE Lt: invalidation of european patent or patent extension

Effective date: 20020911

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

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2183382

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: LU

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

Effective date: 20030626

Ref country code: IE

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

Effective date: 20030626

Ref country code: GB

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

Effective date: 20030626

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: 20030626

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: 20030630

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: 20030612

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

Effective date: 20030626

REG Reference to a national code

Ref country code: IE

Ref legal event code: MM4A

REG Reference to a national code

Ref country code: CH

Ref legal event code: PUE

Owner name: ATLANTIA S.P.A.

Free format text: AUTOSTRADE CONCESSIONI E COSTRUZIONI AUTOSTRADE S.P.A.#VIA A. BERGAMINI 50#I-00159 ROMA (IT) -TRANSFER TO- ATLANTIA S.P.A.#VIA NIBBY ANTONIO 20#00161 ROMA (IT)

REG Reference to a national code

Ref country code: FR

Ref legal event code: TP

Ref country code: FR

Ref legal event code: CD

Ref country code: FR

Ref legal event code: CA

REG Reference to a national code

Ref country code: ES

Ref legal event code: PC2A

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 18

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

Ref country code: CH

Payment date: 20150617

Year of fee payment: 18

Ref country code: ES

Payment date: 20150616

Year of fee payment: 18

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

Ref country code: GR

Payment date: 20150615

Year of fee payment: 18

Ref country code: AT

Payment date: 20150622

Year of fee payment: 18

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

Ref country code: DE

Payment date: 20150730

Year of fee payment: 18

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

Ref country code: FR

Payment date: 20150630

Year of fee payment: 18

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 69807893

Country of ref document: DE

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 223989

Country of ref document: AT

Kind code of ref document: T

Effective date: 20160626

REG Reference to a national code

Ref country code: GR

Ref legal event code: ML

Ref document number: 20020403987

Country of ref document: GR

Effective date: 20170109

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20170228

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 NON-PAYMENT OF DUE FEES

Effective date: 20170109

Ref country code: FR

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

Effective date: 20160630

Ref country code: DE

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

Effective date: 20170103

Ref country code: CH

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

Effective date: 20160630

Ref country code: LI

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

Effective date: 20160630

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: 20160626

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20180507

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: 20160627