EP0192004A1 - Verfahren und Vorrichtung zum Errichten von einem Bauwerk, wie zum Beispiel einer vorgefertigten Brücke - Google Patents

Verfahren und Vorrichtung zum Errichten von einem Bauwerk, wie zum Beispiel einer vorgefertigten Brücke Download PDF

Info

Publication number
EP0192004A1
EP0192004A1 EP85402490A EP85402490A EP0192004A1 EP 0192004 A1 EP0192004 A1 EP 0192004A1 EP 85402490 A EP85402490 A EP 85402490A EP 85402490 A EP85402490 A EP 85402490A EP 0192004 A1 EP0192004 A1 EP 0192004A1
Authority
EP
European Patent Office
Prior art keywords
bridge
niches
feet
final
base
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
EP85402490A
Other languages
English (en)
French (fr)
Other versions
EP0192004B1 (de
Inventor
Jean-Pierre Miomandre
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
Priority claimed from FR8419085A external-priority patent/FR2574831B1/fr
Priority claimed from FR8512095A external-priority patent/FR2586045B2/fr
Application filed by Individual filed Critical Individual
Priority to AT85402490T priority Critical patent/ATE37055T1/de
Publication of EP0192004A1 publication Critical patent/EP0192004A1/de
Application granted granted Critical
Publication of EP0192004B1 publication Critical patent/EP0192004B1/de
Expired legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/005—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries by forcing prefabricated elements through the ground, e.g. by pushing lining from an access pit

Definitions

  • the present invention relates to a method, and a prefabricated structure for the implementation of the method, allowing the realization and the installation in an extremely fast space of time of a work of art in particular of a bridge in sight to ensure the crossing of two tracks according to two superimposed levels.
  • Processes are also known in which a prefabricated structure is produced next to its location and at its final horizontal level, after which the structure of the structure is translated to its final location after which embankments are made of each side of the legs so as to ensure the continuity of the overpass.
  • the present invention aims to remedy these drawbacks and for this purpose the invention relates to the establishment of a structure in particular of a bridge of the gantry type avoiding the phenomena of reasoning linked to the establishment of a bridge of the type frame both at the deck and at the level of the raft according to traditional methods.
  • Another object of the invention is to eliminate the embankments extending on each side of the apron the upper passage by eliminating by the same the differences in consistency of the tread and ensuring continuity in the support and infrastructure of the upper track .
  • the invention makes it possible to eliminate the temporary deviations, the installation and the operational putting into operation of the bridge will be obtained with an interruption within a period of a few hours.
  • the device and the method according to the invention make it possible to ensure the installation of a drainage system at the level of the right feet and possibly of the wing walls of the structure.
  • the bridge is manufactured being positioned parallel to its future location and perpendicular to the bottom track. Once the prefabricated bridge is finished, it is shifted by air cushioning to a position located directly above its final position. By earthwork in successive layers between the feet or legs of the bridge, the latter is pushed in until its final place, then enough to ensure the reestablishment of traffic as quickly as possible, a temporary immobilization of the bridge is achieved by shoring up the deck on a serious cement compacted by pre-assembled interposed towers, or by jacking in the niches on wedging members and foundation soles are poured at the base of the feet to ensure the final immobilization of the bridge.
  • the straight feet of the bridge ending in a bevel to form spades have niches whose ceiling is arranged substantially horizontally, so as to constitute a bearing face for the positioning of jacks intended to lift the bridge, or when it is placed on the means of movement (shifting by air cushions or water cushions), either for adjusting the final positioning of the bridge brought to its final place and for ensuring the feet are seated on The foundations.
  • the straight feet of the bridge are embedded in a concrete bed thus defining a sole forming a foundation providing the bridge with its final seat.
  • the method described according to the main patent has the advantage of ensuring extremely rapid installation of the bridge.
  • the upper track can be used and it is only cut for the few hours necessary to shift the bridge until it is in line with its position final, then to the lower earthwork to sink the bridge to its final level.
  • the upper track can be restored immediately thanks in particular, as mentioned above, to a simple shoring of the bridge for the time necessary for the execution and the setting of the foundations which ensure the firm foundation of the completed bridge.
  • the prefabricated bridge 1 comprises an apron 2 and two straight feet 3 and 3 'whose base 4.4' ends in a bevel 5.5 '(possibly provided with reinforcement shoes) ; the bevels form a structure, the edge of which penetrates into the ground while sinking and acting as a spade.
  • These bevels can, as shown in FIG. 4, comprise two tiered levels constituting teeth thus facilitating the insertion of the base or foot 3.3 ′.
  • the straight feet 3.3 ′ can be extended outwards by a cutaway 6 allowing the angular connection separating the angular zones separating the lower track from the upper track during the final positioning of the bridge.
  • each niche 7 may have an opening 9.9 'which constitutes the lower outlet of the chamber or cylinder of a lifting cylinder 10.10'.
  • This cylinder can advantageously consist of a simple jacket or tubing made of synthetic material embedded in the mass of the right foot 3.3 'during its prefabrication and in which is inserted the cylindrical mandrel 11,11', 11 "forming the movable piston .
  • the top of the chambers or cylinders 10, 10 ′ is connected by a pipe crossing the mass of the right foot 9 and opening to the outside; this pipe allows the supply of the chamber 10,10 'with hydraulic fluid for the operation of the pistons 11,11'.
  • the jacks 10, 10 ′ are used for lifting the bridge and its implementation on shifting means.
  • These means consist essentially of the four beams 13,13 'and 14,14' arranged in pairs on each side of the straight legs 3,3 'and these beams constitute the sliding path or displacement rail joining the prefabrication station to the location located at the level of the upper track and corresponding to the vertical position of the future positioning of the bridge.
  • the total weight of bridge 1 is taken up by beams, for example a HEB beam reference 16, which is inserted by its two ends inside two niches facing each other ( Figure 1).
  • the HEB 16 beam rests on the beams 13,13 ', 14, 14' by means of shifting devices such as air cushions 17,17 'or 18,18', or water cushions.
  • the bridge can then be lifted by pressing pistons 11,11 'on the transverse beam 16 for the movement and shifting maneuver.
  • the chocks can be removed after lifting by the set of pistons 11,11 'of the cylinders 10,10', after which the cylinders return the pistons to the retraction position until the tip of the spades or beveled ends 5.5 'of straight feet 3.3' rest on the ground. It is then possible to proceed with the removal of the shifting members, that is to say the beams 16, air cushions 17.17 ', beams 13.13' and 14.14 '.
  • the pistons 11,11 ′ are then in the retracted retracted position inside the chambers 10,10 ′ and they will remain in this position throughout the period of penetration of the bridge as illustrated in FIGS. 5,6 and 7 .
  • the piston 11 being in the fully retracted position, the upper wall or ceiling 8 of the niche 7 can receive the support of a prismatic structure 20 forming "removable spade" which is secured by any appropriate means, in particular by fastening members 21,21 ′ penetrating into housings 22,22 ′ embedded in the mass of the foot 3, at the top of the niche 7,7 ′.
  • the prismatic structure 20 or "removable spade” will allow the earthwork in the crevice formed by the niche, by allowing the foot to sink in, thus obscuring the wall formed by the ceiling of the niche 8 which would tend to compact and lean on elements of earth inaccessible to the work of the earth-moving machine.
  • the base of the outer wall 24,24 'of the right foot 3,3' has a step or heel 25,25 '.
  • gap 26 which can be used to ensure the best conditions of descent by limiting the frictional forces between the wall 24,24 'and the face located opposite constituting the wall of the ground worked vertically.
  • a product in liquid or pasty form for example a bentonite which constitutes a lubricating interface between the wall 24, 24 'and the wall of the ground.
  • the gap is filled with materials of suitable particle size, for example fine sand, ensuring the final mechanical filling and closes this gap, while making it possible to constitute a drainage volume between the impermeable wall formed by the right feet 3.3 ′ and the ground. So that one obtains thus, not only the sliding and the easy installation of the bridge at the time of the penetration phase, but the automatic realization of a drainage interface between the bridge and the ground opposite.
  • Figure 8 and Figures 9 and 10 show the bridge brought into its final position and in the immobilization phase by pouring the footings forming foundations.
  • the bridge can be held in provisional seat by the set of jacks resting on the shims 29, 29 ′, 29 "; but it can also be provided that the bridge is directly wedged by wedging members coming to bear in the bottom of the niches 27 , 27 ', 27 ".
  • the bridge thus being in the final position and at a height suitably adjusted by the play of some of the support jacks, the installation of the foundation soles is done in the niches 28.28 'which have been deactivated and which are for this purpose left empty.
  • the piston of the cylinders has been removed, so that the cylinder chambers open directly at the top of the niches.
  • the pipes 30.30 ', 31.31' can be used for the injection, from the top of the deck, of poured concrete which can properly fill the tops of the niches as well as the cylinders, and ensure a perfectly homogeneous rest of the foot on the soles thus cast.
  • the niches 27,27', 27 can be brought into the inactive position by removing the shims 29,29 ', 29" and the pistons of the corresponding cylinders and the concrete will be at its tower, poured into the niches 27,27 ', 27 "by the corresponding supply pipes to pour a set of second soles joining the first ones with waiting irons to constitute a lateral sill which runs longitudinally by enclosing the base of the corresponding right foot.
  • the sole 32 ( Figure 12) advances by projecting inward (32a), but also outward (32b).
  • the earth-moving machines use the niches, at the end of work and after removal of the removable prismatic structures 20, to release the niches outwards and allow a wide seat for the soles 32.
  • FIG. 21 it can be seen that the footings rest, according to an optional characteristic, on foundation piles 33.33 'which have been previously put in place before bringing in and driving in the bridge.
  • a tapping from the upper level is carried out by means of an appropriate tool (forests, drill bits) of suitable diameter and, in the cylinder thus bored in the ground, is poured concrete after placing a reinforcement of reinforcement, the assembly constituting the foundation piles 33.33 'which allow, optionally and in the case where the nature of the ground so requires, to complete the base of the sole 32.
  • FIG. 13 shows another development of the invention in which, as previously indicated, piles 34 have been put in place, constituting anchor piles here.
  • the anchor piles 34 are positioned to be provided vertically of the chimney 35 consisting of a liner 36 embedded in the wall of the right foot 3 '.
  • the anchoring piles 34 are provided to be flush with the maximum at the level corresponding to the base of the right foot 3 'when the latter is brought into its final rest position.
  • the tie rods 37, 37 ′, 37 are embedded which extend to the upper ground level (corresponding to the level of the upper passage).
  • the tops of the tie rods 37, 37 ′, 37 are substantially flush with the ground and can then be connected by any suitable means to upper tie rods which are inserted into the chimney 35.
  • the base of the upper tie rods is connected to the lower tie rods 37, 37 ′, 37 "anchored in the pile 34 and the upper part of the upper tie rods, projecting at the top of the chimney 35, at the top of the right foot 3 ′, is tensioned for example by the set of cylinders arranged at the deck and working in traction.
  • the bridge may also be made for the bridge to include a device for locating horizontality such as a level of water or liquid traversing the periphery of the deck and comprising a plurality of probes, in particular a probe at each corner of the deck, the probes being each linked to a signal such as a light signal visible in the interior volume of the gantry forming the bridge, allowing staff to immediately correct in the conduct of ground clearance and earthworks the lack of horizontality noted at a given time .
  • a device for locating horizontality such as a level of water or liquid traversing the periphery of the deck and comprising a plurality of probes, in particular a probe at each corner of the deck, the probes being each linked to a signal such as a light signal visible in the interior volume of the gantry forming the bridge, allowing staff to immediately correct in the conduct of ground clearance and earthworks the lack of horizontality noted at a given time .
  • each probe is connected to a switch capable of controlling the operation of at least one of the jacks working on traction and acting on a tie rod vertical, the traction on each tie rod being thus automatically slaved to maintaining the horizontality of the deck during penetration, the traction being interrupted in the zone experiencing more pronounced penetration.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Foundations (AREA)
EP19850402490 1984-12-13 1985-12-13 Verfahren und Vorrichtung zum Errichten von einem Bauwerk, wie zum Beispiel einer vorgefertigten Brücke Expired EP0192004B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT85402490T ATE37055T1 (de) 1984-12-13 1985-12-13 Verfahren und vorrichtung zum errichten von einem bauwerk, wie zum beispiel einer vorgefertigten bruecke.

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
FR8419085 1984-12-13
FR8419085A FR2574831B1 (fr) 1984-12-13 1984-12-13 Procede supprimant les terrassements et de ce fait les remblais des talus lors de la mise en place de ponts prefabriques rail ou route
FR8512095 1985-08-07
FR8512095A FR2586045B2 (fr) 1985-08-07 1985-08-07 Procede et dispositif pour la mise en place d'un pont prefabrique

Publications (2)

Publication Number Publication Date
EP0192004A1 true EP0192004A1 (de) 1986-08-27
EP0192004B1 EP0192004B1 (de) 1988-09-07

Family

ID=26224281

Family Applications (1)

Application Number Title Priority Date Filing Date
EP19850402490 Expired EP0192004B1 (de) 1984-12-13 1985-12-13 Verfahren und Vorrichtung zum Errichten von einem Bauwerk, wie zum Beispiel einer vorgefertigten Brücke

Country Status (2)

Country Link
EP (1) EP0192004B1 (de)
DE (1) DE3564834D1 (de)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0325574A1 (de) * 1988-01-20 1989-07-26 Constructions Et Entreprises Industrielles S.A. Halbvorgefertigte Brücke
EP0990768A1 (de) * 1998-09-30 2000-04-05 Bilfinger + Berger Bauaktiengesellschaft Verfahren zum Erstellen eines Tunnelbauwerks unter einer bestehenden Gleisanlage
CN112176867A (zh) * 2020-08-28 2021-01-05 中铁九局集团第七工程有限公司 一种单线单跨铁路钢桁梁拖拉安装施工方法及单线单跨铁路
CN114775440A (zh) * 2022-05-05 2022-07-22 中铁上海工程局集团有限公司 一种公路桥梁施工盖梁安装装置及其施工方法
CN114808775A (zh) * 2022-06-07 2022-07-29 中铁三局集团第五工程有限公司 拆除高铁受损箱梁施工方法
CN114875807A (zh) * 2022-06-20 2022-08-09 四川路桥华东建设有限责任公司 一种架桥机前支腿横移轨道自动调平系统
CN118110097A (zh) * 2024-02-28 2024-05-31 安徽民航机场集团有限公司 复杂支架体系上跨匝道钢箱梁及施工方法

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE604252C (de) * 1933-03-31 1934-10-17 Kurt Lenk Dr Ing Schneidenausbildung von massiven Senkkaesten
CH434335A (fr) * 1966-04-06 1967-04-30 Reymond Fritz Procédé de construction d'un passage sous voie et installation pour la mise en oeuvre de ce procédé
DE2143487A1 (de) * 1971-07-05 1973-01-25 Entwurfs Und Ingenieurbuero De Verfahren und vorrichtung zur errichtung von verkehrsbauten bei kreuzungen in der unteren ebene
DE2140053A1 (de) * 1971-08-10 1973-02-15 Moerner Johann Verfahren und vorrichtung zur erstellung von strassenunterfuehrungen unter eisenbahnanlagen
DE2219567A1 (de) * 1972-04-21 1973-10-31 Held & Francke Bau Ag Verfahren zum nachtraeglichen einbau eines unterfuehrungsbauwerkes
DE2364925A1 (de) * 1973-12-28 1975-07-03 Brueckner Grundbau Gmbh Verfahren und ausbauteil zum absenken von baukoerpern im zuge der herstellung von baukonstruktionen in lockenboeden
DE3214742A1 (de) * 1982-04-21 1983-10-27 Werner Dipl.-Ing.(FH) 8300 Altdorf Mengelkamp Luftkissen-einschiebeverfahren fuer brueckenueberbauten

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE604252C (de) * 1933-03-31 1934-10-17 Kurt Lenk Dr Ing Schneidenausbildung von massiven Senkkaesten
CH434335A (fr) * 1966-04-06 1967-04-30 Reymond Fritz Procédé de construction d'un passage sous voie et installation pour la mise en oeuvre de ce procédé
DE2143487A1 (de) * 1971-07-05 1973-01-25 Entwurfs Und Ingenieurbuero De Verfahren und vorrichtung zur errichtung von verkehrsbauten bei kreuzungen in der unteren ebene
DE2140053A1 (de) * 1971-08-10 1973-02-15 Moerner Johann Verfahren und vorrichtung zur erstellung von strassenunterfuehrungen unter eisenbahnanlagen
DE2219567A1 (de) * 1972-04-21 1973-10-31 Held & Francke Bau Ag Verfahren zum nachtraeglichen einbau eines unterfuehrungsbauwerkes
DE2364925A1 (de) * 1973-12-28 1975-07-03 Brueckner Grundbau Gmbh Verfahren und ausbauteil zum absenken von baukoerpern im zuge der herstellung von baukonstruktionen in lockenboeden
DE3214742A1 (de) * 1982-04-21 1983-10-27 Werner Dipl.-Ing.(FH) 8300 Altdorf Mengelkamp Luftkissen-einschiebeverfahren fuer brueckenueberbauten

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0325574A1 (de) * 1988-01-20 1989-07-26 Constructions Et Entreprises Industrielles S.A. Halbvorgefertigte Brücke
BE1001360A3 (fr) * 1988-01-20 1989-10-10 Const Et Entpr S Ind S A Pont semi-prefabrique.
EP0990768A1 (de) * 1998-09-30 2000-04-05 Bilfinger + Berger Bauaktiengesellschaft Verfahren zum Erstellen eines Tunnelbauwerks unter einer bestehenden Gleisanlage
CN112176867A (zh) * 2020-08-28 2021-01-05 中铁九局集团第七工程有限公司 一种单线单跨铁路钢桁梁拖拉安装施工方法及单线单跨铁路
CN114775440A (zh) * 2022-05-05 2022-07-22 中铁上海工程局集团有限公司 一种公路桥梁施工盖梁安装装置及其施工方法
CN114808775A (zh) * 2022-06-07 2022-07-29 中铁三局集团第五工程有限公司 拆除高铁受损箱梁施工方法
CN114875807A (zh) * 2022-06-20 2022-08-09 四川路桥华东建设有限责任公司 一种架桥机前支腿横移轨道自动调平系统
CN118110097A (zh) * 2024-02-28 2024-05-31 安徽民航机场集团有限公司 复杂支架体系上跨匝道钢箱梁及施工方法

Also Published As

Publication number Publication date
EP0192004B1 (de) 1988-09-07
DE3564834D1 (en) 1988-10-13

Similar Documents

Publication Publication Date Title
EP0102340B1 (de) Verfahren zur Herstellung von Stahlbetonbauten wie unterirdischen Strecken, Strassentunnels usw; vorgefertigte Betonelemente für die Herstellung solcher Bauten
EP2649242B1 (de) Verfahren zur konstruktion von strukturen, insbesondere durchgängen unter befahrenen schienen oder ähnlichem
CH642416A5 (fr) Procede de construction d'ouvrages souterrains a parois verticales, dispositif pour l'execution du procede et ouvrage souterrain.
CA1302111C (fr) Procede et appareillage pour la realisation d'une dalle rigide permettant de porter une construction
US20140026518A1 (en) Construction method for root-type foundation anchorage and bored, root-type cast in-situ pile with anchor bolts
FR2523627A1 (fr) Procede pour conforter des arches ou des constructions analogues
EP3682062A1 (de) Haltewand mit vorgefertigten pfählen und pfahl für eine solche wand
EP0192004B1 (de) Verfahren und Vorrichtung zum Errichten von einem Bauwerk, wie zum Beispiel einer vorgefertigten Brücke
FR2824851A1 (fr) Appui de pont prefabrique
FR2586045A2 (fr) Procede et dispositif pour la mise en place d'un pont prefabrique
BE1001360A3 (fr) Pont semi-prefabrique.
FR2698114A1 (fr) Procédé pour la réalisation d'une assise de camarteaux destinés à l'appui d'un tablier auxiliaire de grande longueur pour le support d'une voie ferrée.
FR2727447A1 (fr) Ouvrage de passage sous remblai et son procede de realisation
EP0423105B1 (de) Fertigbauteil zur Verwendung als Keller
FR2634236A1 (fr) Procede pour reparer une fondation comportant des tetes de pieux deteriorees, notamment de pieux en bois
EP0242497A1 (de) Tunnelbauverfahren
CH434335A (fr) Procédé de construction d'un passage sous voie et installation pour la mise en oeuvre de ce procédé
EP0418162B1 (de) Verfahren zur Herstellung von Bauwerken, insbesondere von Eisenbahnunterführungen
BE894650R (fr) Procede de realisation d'ouvrages en beton arme tels que galeries souterraines, tunnels routiers etc. ; elements en beton prefabriques pour la realisation de tels ouvrages
FR2839990A1 (fr) Ouvrage d'art prefabrique et procede de mise en place de l'ouvrage d'art
FR2648841A1 (fr) Procede de reprise en sous-oeuvre
EP3115509A1 (de) Verfahren zur herstellung und aufstellung eines bauwerks
FR2670815A1 (fr) Procede et dispositif de blindage de parois.
FR2739405A1 (fr) Procede de reprise en sous oeuvre d'ouvrage existant et dispositif pour sa mise en oeuvre
FR2523641A1 (fr) Procede et dispositif de lancement d'un tunnel immerge

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 CH DE GB IT LI LU NL SE

17P Request for examination filed

Effective date: 19861013

17Q First examination report despatched

Effective date: 19871014

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 GB IT LI LU NL SE

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

Ref country code: SE

Effective date: 19880907

Ref country code: GB

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

Effective date: 19880907

Ref country code: AT

Effective date: 19880907

Ref country code: NL

Effective date: 19880907

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: 19880907

REF Corresponds to:

Ref document number: 37055

Country of ref document: AT

Date of ref document: 19880915

Kind code of ref document: T

REF Corresponds to:

Ref document number: 3564834

Country of ref document: DE

Date of ref document: 19881013

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: 19881231

Ref country code: LI

Effective date: 19881231

Ref country code: CH

Effective date: 19881231

NLV1 Nl: lapsed or annulled due to failure to fulfill the requirements of art. 29p and 29m of the patents act
GBV Gb: ep patent (uk) treated as always having been void in accordance with gb section 77(7)/1977 [no 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

26N No opposition filed
REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

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

Ref country code: DE

Payment date: 19981230

Year of fee payment: 14

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

Ref country code: BE

Payment date: 19990205

Year of fee payment: 14

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: 19991231

BERE Be: lapsed

Owner name: MIOMANDRE JEAN-PIERRE

Effective date: 19991231

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: 20001003