EP0637647B1 - Elément de structure pour réaliser une structure allongée mixte à section transversale du type en caisson, procédé pour la mise en oeuvre de cet élément, et structure allongée réalisée par la mise en oeuvre de ce procédé - Google Patents

Elément de structure pour réaliser une structure allongée mixte à section transversale du type en caisson, procédé pour la mise en oeuvre de cet élément, et structure allongée réalisée par la mise en oeuvre de ce procédé Download PDF

Info

Publication number
EP0637647B1
EP0637647B1 EP94401665A EP94401665A EP0637647B1 EP 0637647 B1 EP0637647 B1 EP 0637647B1 EP 94401665 A EP94401665 A EP 94401665A EP 94401665 A EP94401665 A EP 94401665A EP 0637647 B1 EP0637647 B1 EP 0637647B1
Authority
EP
European Patent Office
Prior art keywords
section
sections
slab
concrete
slabs
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
EP94401665A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP0637647A1 (fr
Inventor
Jean-Daniel C/O C.B.F. Joint Venture Lebon
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.)
Campenon Bernard SGE
Original Assignee
Campenon Bernard SGE
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 Campenon Bernard SGE filed Critical Campenon Bernard SGE
Publication of EP0637647A1 publication Critical patent/EP0637647A1/fr
Application granted granted Critical
Publication of EP0637647B1 publication Critical patent/EP0637647B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D2/00—Bridges characterised by the cross-section of their bearing spanning structure
    • E01D2/04—Bridges characterised by the cross-section of their bearing spanning structure of the box-girder type
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
    • E01D21/10—Cantilevered erection
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D2101/00—Material constitution of bridges
    • E01D2101/20—Concrete, stone or stone-like material
    • E01D2101/24—Concrete
    • E01D2101/26—Concrete reinforced
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D2101/00—Material constitution of bridges
    • E01D2101/20—Concrete, stone or stone-like material
    • E01D2101/24—Concrete
    • E01D2101/26—Concrete reinforced
    • E01D2101/28—Concrete reinforced prestressed
    • E01D2101/285—Composite prestressed concrete-metal
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D2101/00—Material constitution of bridges
    • E01D2101/30—Metal

Definitions

  • mixed elongated structures constituted by beams of road or rail bridges, extending essentially in a main direction. It is understood that the present invention also applies to elongated mixed structures extending in two perpendicular main directions, for example to slabs comprising several beams of the aforementioned type juxtaposed, or to two parallel slabs connected one to the another by several parallel metal beams.
  • bridge beams of mixed structure of the box type comprising two concrete slabs connected by metal beams, the core of which consists of flat sheets fixed end to end.
  • EP-A-0 283 383 is a box-type bridge beam comprising two slabs joined by two metal beams, the core of which is made up of pleated sheets fixed end to end.
  • the flanges and the webs of the beam elements are respectively connected to each other, for example by welding before pouring the concrete of the slabs or corresponding slabs, and the operations of assembling the metal beams and the operations of making and assembling the concrete slabs are carried out one after the other.
  • the pace of work of the teams specialized respectively in welding work and in concrete work is therefore irregular, and the construction time of the structure concerned is long.
  • the object of the present invention is to remedy the drawbacks of metal beam elements, known methods and mixed elongated structures, and to propose a metal beam element and a new method of the aforementioned types making it possible to reduce the cost and the duration of realization of 'A mixed elongated structure as well as a mixed elongated structure produced by the implementation of this method.
  • the structural element of the aforementioned type is characterized in that it comprises at least two metal beam elements, a section of upper slab and a section of lower slab, in that each metal beam element comprises a section of core, fixed along its longitudinal edges respectively to an upper sole section and to a lower sole section, the upper and lower sole sections being fixed respectively to the upper slab section and to the lower slab section and in that that each sole section of said metal beam element comprises, on its external surface opposite to the core section, connection elements suitable for being embedded in concrete and connecting the sole sections to the concrete of the corresponding slab, the number, the dimensions and the positions of said connection elements of a sole section being predetermined so that said elements are capable of withstanding the driving forces of said sole section by the concrete of the corresponding section of slabs of the same structural element, during the deformations planned for said structure.
  • the forces transmitted by the section of slabs to the section of sole are those generated at of this one stretch. They are therefore limited and require only a limited number of connection elements.
  • the thickness of the sole section can be reduced since the sole section only supports limited forces.
  • the drive forces of the sole being fully supported at the level of the corresponding elongated structural element, two elongated and adjacent structural elements can be used and connected to each other without having to connect the corresponding sole sections.
  • the length of each of the sole sections is substantially less than the corresponding length of said metal beam element.
  • Each structural element 1, 2 thus comprises a section of upper slabs 3 and a section of lower slabs 4, both made of concrete, connected in longitudinal direction by two elements of metal beam 5, 6.
  • the metal beam element 5, situated on the left of the figure, comprises a core section 7, which is a flat sheet, fixed along its longitudinal edges respectively to an upper sole section 8 and to a sole section lower 9.
  • each sole section 8, 9 of the metal beam element 1, 2 has on its outer surface 8a, 9a, opposite the core 7, 10 of connection elements 12, 13, the number, dimensions and positions are predetermined so that said connection elements 12, 13 are capable of supporting the driving forces of said sole section 8, 9, by the concrete during the deformations provided for the beam bridge once it is completed and in service (or during resistance tests).
  • connection elements 13 which are head studs welded by their end opposite the head on the external surface 8a of the sole 8.
  • connection elements 12, 13 are fixed, for example by welding, to the external face of each section of lower sole 9.
  • the upper sole section 8 does not cover the opposite face of the concrete slab 3 corresponding to the end of said slab.
  • the corresponding end 14, 15 of the core 10 goes beyond the end of the slab 3 to cover the end 15, 14 of the adjacent core section.
  • the end 14, 15 of the core can be connected to the sole 8 , 9 by a concave notch 19 which leaves the end of the the sole 8, 9.
  • the bridge beam elements can be either prefabricated and assembled to one another in a known manner, or else assembled and produced on site, the concrete of the sections of slabs 3, 4 being poured on site, and this as well on the ground or on a support as in cantilever, in overhang.
  • These connecting means can also be active means such as cables stretched for prestressing the concrete, which can also be, and in a known manner, inserted into tubes embedded in the concrete and / or arranged outside the solid masses. concrete.
  • Passive connection means 37, 38 are also installed respectively between the element (N) and the element (N-1) and between the latter and the element (N-2).
  • the upper and lower slab sections of an element (N) are first connected to the sections of upper 3 and lower 4 slabs of the preceding element (N-1), then the sections of cores 7, 10 of the element (N) are connected to those of the element (N-1).
  • FIGS. 6 to 9 relate to a bridge beam constructed by successive structural elements (N-1), (N), (N + 1) produced on site by cantilever, that is to say cantilevered, by means of a gantry of any known mobile type and bearing on the parts already built, and which it is unnecessary to describe here.
  • the situation shown in Figure 6 is as follows.
  • the sections of upper 3 and lower 4 slabs of the structural element (N) have been poured, set and are connected to those of the element (N-1).
  • the core sections 10 of the element (N) are being welded to the core sections 10 of the element (N-1).
  • Work to prepare the element (N + 1) has started.
  • the lateral formwork 20, the transverse formwork 21 and the formwork 22 of the bottom of the section of the lower slab of the element (N + 1) are in place and are supported by the frame 23 carried by the above-mentioned gantry (not shown).
  • the reinforcements 24 of this section of slabs are also in place and are connected to the concrete rods 25 left waiting and projecting relative to the section of lower slabs 4 of the element (N).
  • a support beam 26, one end of which is embedded in the slab of the element N also projects into the middle of the reinforcements 24.
  • the core section 10 is in this example a pleated sheet connected to the upper sole 8 and lower sole sections 9. The latter bear on their outer face connection elements 28 of any type.
  • Pending circles 29 also project from the upper section of slabs 3 of the element (N).
  • a second beam member 30 rests on the beam 26 for adjusting the position of the bottom flange section 9.
  • a cylinder 31 allows to adjust the level of it.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Bridges Or Land Bridges (AREA)
  • Superconductors And Manufacturing Methods Therefor (AREA)
  • Drawers Of Furniture (AREA)
  • Connection Of Plates (AREA)
EP94401665A 1993-08-04 1994-07-20 Elément de structure pour réaliser une structure allongée mixte à section transversale du type en caisson, procédé pour la mise en oeuvre de cet élément, et structure allongée réalisée par la mise en oeuvre de ce procédé Expired - Lifetime EP0637647B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR9309625 1993-08-04
FR9309625A FR2708638B1 (fr) 1993-08-04 1993-08-04 Elément de poutre métallique pour réaliser une structure allongée mixte à section transversale du type en caisson, procédé pour la mise en Óoeuvre de cet élément, et structure allongée réalisée par la mise en Óoeuvre de ce procédé.

Publications (2)

Publication Number Publication Date
EP0637647A1 EP0637647A1 (fr) 1995-02-08
EP0637647B1 true EP0637647B1 (fr) 1997-09-17

Family

ID=9449951

Family Applications (1)

Application Number Title Priority Date Filing Date
EP94401665A Expired - Lifetime EP0637647B1 (fr) 1993-08-04 1994-07-20 Elément de structure pour réaliser une structure allongée mixte à section transversale du type en caisson, procédé pour la mise en oeuvre de cet élément, et structure allongée réalisée par la mise en oeuvre de ce procédé

Country Status (8)

Country Link
US (1) US5596856A (da)
EP (1) EP0637647B1 (da)
JP (1) JP3068414B2 (da)
AT (1) ATE158366T1 (da)
DE (1) DE69405666T2 (da)
DK (1) DK0637647T3 (da)
ES (1) ES2108395T3 (da)
FR (1) FR2708638B1 (da)

Families Citing this family (27)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2798407B1 (fr) * 1999-09-15 2001-10-26 Entpr Razel Freres Ensemble d'ame continue pour ouvrage d'art a ossature mixte, et ouvrage d'art a ossature mixte realise avec un tel ensemble d'ame
JP4493207B2 (ja) * 2000-12-22 2010-06-30 株式会社Ｉｈｉインフラシステム 鋼板ウェブ橋構造
DE102004016728A1 (de) * 2004-04-05 2005-10-13 Siemens Ag Hebevorrichtung
US8297017B2 (en) 2008-05-14 2012-10-30 Plattforms, Inc. Precast composite structural floor system
US8161691B2 (en) 2008-05-14 2012-04-24 Plattforms, Inc. Precast composite structural floor system
CN101775775B (zh) * 2010-01-28 2012-07-25 广东省公路勘察规划设计院股份有限公司 一种具有自抗裂功能的组合桥梁及其施工方法
CN101798794B (zh) * 2010-03-29 2012-07-25 广东省公路勘察规划设计院股份有限公司 利用折形钢腹板钢梁先行架设组合箱梁桥及其施工方法
US8453406B2 (en) 2010-05-04 2013-06-04 Plattforms, Inc. Precast composite structural girder and floor system
US8381485B2 (en) 2010-05-04 2013-02-26 Plattforms, Inc. Precast composite structural floor system
CN102108677A (zh) * 2010-12-31 2011-06-29 青建集团股份公司 免拆卸箱梁内模施工方法
CN103161122B (zh) * 2013-03-27 2015-05-27 广东省冶金建筑设计研究院 混凝土梁-波形钢腹板混凝土梁的纵向混合连续梁体系
CN103590316B (zh) * 2013-11-25 2016-01-20 中铁第四勘察设计院集团有限公司 公铁分层钢箱梁
CN103696369B (zh) * 2013-11-26 2015-11-18 武汉一冶钢结构有限责任公司 钢箱梁节段四点定位安装方法
CN103741584A (zh) * 2013-12-31 2014-04-23 清华大学 下翼缘抗拔波形钢腹板组合箱梁及施工方法
CN103711067A (zh) * 2014-01-13 2014-04-09 河南省交通规划勘察设计院有限责任公司 一种少支架横向拼装波形钢腹板组合箱梁及施工方法
JP6368510B2 (ja) * 2014-03-19 2018-08-01 大成建設株式会社 Ｐｃ箱桁橋と、波形鋼板に接続された鋼フランジの下方に下床板コンクリートを施工する方法
JP6308502B2 (ja) * 2015-06-10 2018-04-11 株式会社富士ピー・エス 張出し施工におけるプレテンション床版の構築方法
CN105178170A (zh) * 2015-07-23 2015-12-23 苏交科集团股份有限公司 一种波形钢腹板的底板连接结构
CN106012792A (zh) * 2016-06-23 2016-10-12 中铁第四勘察设计院集团有限公司 一种铁路斜拉桥箱形结合主梁结构
JP6713420B2 (ja) * 2017-01-13 2020-06-24 鹿島建設株式会社 鉄筋籠移設装置
CN106801376A (zh) * 2017-03-14 2017-06-06 中铁第四勘察设计院集团有限公司 一种纵肋上置式钢‑混组合整体箱梁
CN110587809B (zh) * 2019-08-13 2021-03-23 中铁十六局集团第一工程有限公司 预制箱梁梁底预埋件与钢筋整体绑扎系统及施工方法
CN111155435B (zh) * 2020-01-08 2021-05-14 中铁大桥局第七工程有限公司 一种钢箱梁桥中跨合龙施工方法
CN112523503B (zh) * 2020-11-30 2022-10-04 中建五局第三建设有限公司 一种混凝土箱梁内模免拆支撑体系及施工方法
CN112942054B (zh) * 2021-04-13 2025-07-29 上海市城市建设设计研究总院（集团）有限公司 混合张拉的轻型化预制小箱梁构造及施工方法
CN113684763B (zh) * 2021-08-17 2023-02-03 中铁北京工程局集团第一工程有限公司 一种基于弓弦式中线定位法的异形箱梁架设施工工艺
CN115679794B (zh) * 2022-12-13 2023-03-17 湖南大学 大悬臂超宽uhpc箱梁单元、大悬臂超宽uhpc箱梁桥及其施工方法

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3257764A (en) * 1962-09-27 1966-06-28 Reynolds Metals Co Bridge construction with girder having triangular intermediate and rectangular end cross-sectional configurations
US3401497A (en) * 1964-02-26 1968-09-17 Gregory Ind Inc Support for reinforcing members
US4129917A (en) * 1978-03-27 1978-12-19 Eugene W. Sivachenko Bridge structure
DE3514786C2 (de) * 1985-04-24 1987-02-19 Mannesmann AG, 4000 Düsseldorf Kastenträger
FR2612216B1 (fr) * 1987-03-11 1991-07-05 Campenon Bernard Btp Pont a membrures reliees par des toles plissees
US5338499A (en) * 1989-09-26 1994-08-16 Gerestek Oy Method for the fabrication of a composite structure
IT223114Z2 (it) * 1990-02-06 1995-06-09 Tecnaria S P A Piolo- connettore con staffa di fissaggio e chiodi da inserire pneumaticamente per il collegamento di un getto in calcestruzzo su travi in ferro

Also Published As

Publication number Publication date
JPH07189425A (ja) 1995-07-28
DE69405666T2 (de) 1998-01-15
FR2708638A1 (fr) 1995-02-10
ATE158366T1 (de) 1997-10-15
ES2108395T3 (es) 1997-12-16
FR2708638B1 (fr) 1995-10-13
DE69405666D1 (de) 1997-10-23
JP3068414B2 (ja) 2000-07-24
US5596856A (en) 1997-01-28
EP0637647A1 (fr) 1995-02-08
DK0637647T3 (da) 1998-04-14

Similar Documents

Publication Publication Date Title
EP0637647B1 (fr) Elément de structure pour réaliser une structure allongée mixte à section transversale du type en caisson, procédé pour la mise en oeuvre de cet élément, et structure allongée réalisée par la mise en oeuvre de ce procédé
CA1292600C (fr) Pont constitue d'un tablier et de moyens pour le supporter, notamment pont haubane de grande portee, et son procede de construction
FR2481248A1 (fr) Elements de fleche legers et resistants pour fleche de grue telescopique et fleche de grue formee de tels elements
EP0329517B1 (fr) Pont haubanné et son procédé de construction
EP0454575A1 (fr) Dalle de chaussée d'un pont, notamment de grande portée
EP1660725B1 (fr) Pont metallique et son procede de realisation
EP1135565B1 (fr) Systemes structurels triangules en bois, tels que charpentes, ponts, planchers
WO2016001997A1 (ja) 橋梁施工方法及び橋梁構造
EP0126011B1 (fr) Procédé d'obtention de structures creuses telles que conduits, silos ou abris
EP0337120A1 (fr) Poutre mixte reconstituée
FR2652844A1 (fr) Structure de toiture en treillis a membrures.
FR2704253A1 (fr) Procédé de construction de bâtiments à ossature de béton armé.
EP0440567A1 (fr) Poutres et poteaux, simples et doubles, constitués par la réunion de profilés à section droite en Z, et permettant notamment la réalisation d'un portique ou d'une potence destinée à une construction de bâtiment
EP4343079B1 (fr) Armature de liaison de mur a coffrage integre
FR2522042A1 (fr) Procede d'assemblage d'elements de charpente particulierement en beton arme ou precontraint et dispositifs permettant cet assemblage
FR2717197A1 (fr) Ouvrages-cadres; leur procédé de montage.
EP1749137B1 (fr) Dispositif de connexion pour structure composite beton/acier a destination de planchers ou toitures
FR1374180A (fr) éclisse à griffes
BE1008863A3 (fr) Dalle de beton et element de fermeture pour realiser la dalle.
FR2893332A1 (fr) Perfectionnement aux ponts metalliques
FR2658117A1 (fr) Panneau realise par extrusion et procede de soudage d'un tel panneau.
FR2682143A1 (fr) Portique pour charpente metallique, et procede pour sa realisation.
FR2621340A1 (fr) Charpente metallique
EP0260197A1 (fr) Pont en béton armé à coffrage intégré
BE505566A (da)

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: 19940725

AK Designated contracting states

Kind code of ref document: A1

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

17Q First examination report despatched

Effective date: 19951218

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 DE DK ES FR GB GR IT LI LU NL PT SE

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: 19970917

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: 19970917

Ref country code: AT

Effective date: 19970917

REF Corresponds to:

Ref document number: 158366

Country of ref document: AT

Date of ref document: 19971015

Kind code of ref document: T

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

ITF It: translation for a ep patent filed
GBT Gb: translation of ep patent filed (gb section 77(6)(a)/1977)

Effective date: 19970919

REF Corresponds to:

Ref document number: 69405666

Country of ref document: DE

Date of ref document: 19971023

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2108395

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: SE

Effective date: 19971217

REG Reference to a national code

Ref country code: PT

Ref legal event code: SC4A

Free format text: AVAILABILITY OF NATIONAL TRANSLATION

Effective date: 19971003

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

Ref country code: DK

Ref legal event code: 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: 19980720

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: LI

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

Effective date: 19980731

Ref country code: CH

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

Effective date: 19980731

26N No opposition filed
REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

REG Reference to a national code

Ref country code: GB

Ref legal event code: IF02

REG Reference to a national code

Ref country code: GB

Ref legal event code: 732E

REG Reference to a national code

Ref country code: FR

Ref legal event code: TP

Ref country code: FR

Ref legal event code: CD

REG Reference to a national code

Ref country code: PT

Ref legal event code: PD4A

Free format text: CAMPENON BERNARD FR

Effective date: 20020819

Ref country code: PT

Ref legal event code: PC4A

Free format text: VINCI CONSTRUCTION GRANDS PROJETS FR

Effective date: 20020819

BECH Be: change of holder

Free format text: 20020719 *VINCI CONSTRUCTION GRANDS PROJETS

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

Ref country code: PT

Payment date: 20080718

Year of fee payment: 15

Ref country code: ES

Payment date: 20080806

Year of fee payment: 15

Ref country code: DK

Payment date: 20080731

Year of fee payment: 15

Ref country code: DE

Payment date: 20080724

Year of fee payment: 15

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

Ref country code: IT

Payment date: 20080731

Year of fee payment: 15

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

Ref country code: GB

Payment date: 20080723

Year of fee payment: 15

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

Ref country code: BE

Payment date: 20090126

Year of fee payment: 15

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: 20100120

BERE Be: lapsed

Owner name: *VINCI CONSTRUCTION GRANDS PROJETS

Effective date: 20090731

REG Reference to a national code

Ref country code: DK

Ref legal event code: EBP

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

Effective date: 20090720

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 NON-PAYMENT OF DUE FEES

Effective date: 20100120

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: 20090720

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

Ref country code: DE

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

Effective date: 20100202

Ref country code: BE

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

Effective date: 20090731

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 NON-PAYMENT OF DUE FEES

Effective date: 20090731

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20090721

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: 20090721

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: 20090720

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

Ref country code: FR

Payment date: 20130731

Year of fee payment: 20