[go: up one dir, main page]

EP1008691B1 - Pont en béton à précontrainte extérieure - Google Patents

Pont en béton à précontrainte extérieure Download PDF

Info

Publication number
EP1008691B1
EP1008691B1 EP99124496A EP99124496A EP1008691B1 EP 1008691 B1 EP1008691 B1 EP 1008691B1 EP 99124496 A EP99124496 A EP 99124496A EP 99124496 A EP99124496 A EP 99124496A EP 1008691 B1 EP1008691 B1 EP 1008691B1
Authority
EP
European Patent Office
Prior art keywords
fixing
bracing
bridge
bracing elements
piers
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
EP99124496A
Other languages
German (de)
English (en)
Other versions
EP1008691A2 (fr
EP1008691A3 (fr
Inventor
Erhard Dipl.-Ing. Kargel
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.)
Walter-Bau AG
Walter Bau AG
Original Assignee
Walter-Bau AG
Walter Bau AG
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 Walter-Bau AG, Walter Bau AG filed Critical Walter-Bau AG
Publication of EP1008691A2 publication Critical patent/EP1008691A2/fr
Publication of EP1008691A3 publication Critical patent/EP1008691A3/fr
Application granted granted Critical
Publication of EP1008691B1 publication Critical patent/EP1008691B1/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
    • 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

Definitions

  • the invention relates to a concrete bridge with the features of the preamble of Claim 1.
  • the object of the invention is therefore to a concrete bridge with external prestress create, which also has a required high number of guy lines the least possible effort can be realized. This applies to both Manufacture of the fastenings and guides required for clamping as also for the actual installation of the guy lines.
  • guy lines according to the invention By guiding the guy lines according to the invention within the free space of the support body will be guyed used to protect against corrosion to increase durability and this guy can also be checked continuously and if necessary to be repaired or replaced.
  • the guy lines it becomes possible to use the guy lines to be installed in areas where their load-bearing capacity is optimal for achieving the load capacity of the bridge can be used.
  • bracing in a fixation and / or Guide area are arranged essentially next to each other and that Provide the longer stays in each case at a greater distance from the side wall of the supporting body of the bridge as the adjacent one shorter guying is achieved that a high number of guying in Essentially the same level or with essentially the same course can be performed, the optimal for structural reasons or a represents at least advantageous course. If necessary, several can be used Layers of guy lines arranged in this way are provided, which are arranged one above the other at least in the fixing and / or holding area.
  • the distance between the stays in the fixing and / or Guide area and the longitudinal spacing of the pilaster strips for fastening the ends of the Guyings selected so that the guyings are as straight as possible, i.e. without Redirection run.
  • two adjacent stays longer stays preferably only one redirected only once, namely in the area between the concerned Fastening list and the fastening list for the adjacent shorter one Guying.
  • separate deflection means can either be provided or the pilaster strip, to which the adjacent shorter guying is attached at the same time to redirect the adjacent longer guying.
  • Latter Possibility offers the advantage of an extremely low outlay, since guide means for guiding the guying to be redirected directly into the pilaster can be and no separate component is required.
  • the fixation and / or is located Guide area preferably in a bridge section above a support, wherein on both sides of this central section each have opposite sections are provided.
  • the guy lines are then preferably with their two Ends attached to pilaster strips in the opposite sections, the Fixing and / or guiding area in this case only for guiding or redirecting serves.
  • the pilaster strips must have a specific one Minimum distance between their lead-through openings for the associated guy lines from the ceiling.
  • the top guy lines are according to the invention receiving pilasters block-shaped and can be on their in the Box girder facing inside above the receptacle for the assigned Bracing near the ceiling is the bracing of the next bridge section have outwardly and preferably also downwardly deflecting guide. This also applies to the guy lines and the associated pilaster strips on Bottom of the box girder.
  • the block-shaped pilaster strips are formed as prefabricated prefabricated parts, with anchors equal to these finished parts or anchor connections for connection to the supporting body of the bridge can be.
  • the main advantage of prefabricated prefabricated parts is that that these have their full strength already when they are attached and because of the factory production are immediately available.
  • the pilaster strips can be bridged at those that reject the respective support Ends of the bridge sections or within the length of each Bridge section, e.g. B. in the middle.
  • the finished part pilots can also be used with other concrete bridges if e.g. B.
  • a bridge is produced in the cycle shift process, wherein, preferably in Abutment area, a relatively large section of bridges by factory manufactured, pushed out with the help of presses and after manufacture of the next one larger section is pushed with this.
  • the pilaster strips External tensioning cable attached in sections is used to hold the device.
  • Pilasters can be used to hold guy lines.
  • the concrete bridge in question has over the existing one Support a central section 1 erected in the first construction phase, on which successively opposite other bridge sections 2, 2a, 3, 3a, 4 etc. in the open Stem can be attached using appropriate formwork.
  • the Middle section 1 above a support is shown in cross section in FIG. 7.
  • Fig. 6 shows a bridge section 5 also built in the free porch in the middle of the field between two supports.
  • Each section 1-5 forms a box girder, the Ceiling consists of the slab 6.
  • the bottom of the box girder was 7 and the side walls designated 8.
  • each bridge section Mounted pilasters 11, the inside 12 a guide and in the area of a Paragraph 12a of FIG. 4, an additional deflection for each to the next Form section guided guying.
  • the pilaster strips for lower guying were designated 13 in FIG. 6.
  • the two are initially the same Bridge sections 2, 2a erected in an appropriate formwork, the Embodiment at the ends of the bridge sections 2, 2a, the pilaster strips 11 attached and connected via spanned guy lines 14. at The pilaster strips can also be varied within the length of the bridge sections be provided.
  • the Sections 3, 3a lined up and with each other through the fixing and / or Guide area 9 guided guy lines 15 connected to the pilaster strips 11 of sections 2, 2a are diverted to their pilaster strips.
  • the top Guyings 16 of sections 4, 4a are on the pilaster strips 11 of sections 3, 3a redirected and so on, so that finally in the area of the support from FIG.
  • FIG. 5 and 7 show that for the same section there are also two superimposed Guyings, e.g. B. 15 can be performed, which then in one another arranged brackets of the pilaster strips 11 on the corresponding section recording Find. Also several guyings arranged one above the other for the same Section are possible with both lens types.
  • lower bracing 18, 19, 20 are attached, which here from the Starting from the middle of the field, connect the opposite bridge sections, the Guyings 18, analogous to guyings 14 in FIG. 3, guyings 19 seen from the center of the field analogous to the guy lines 15 above the support and finally, the guy lines 20 are ranked analogously to the guy lines 16, 17 are so that the guy image in the section of FIG 3 is similar. Can between the support and the center of the field also some sections of both upper stays 17 and lower Guy 19 or 20 can be reached.
  • the pilaster strips 11, 13 are preferably prefabricated in the factory and can therefore, since they have their full strength, those that occur immediately after installation Anchoring forces are transmitted.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)

Claims (12)

  1. Pont en béton
    a) comportant un corps porteur (6, 7, 8) qui est réalisé sous forme de poutre en caisson et qui est précontraint avec des haubanages (14 - 20) dégagés prévus à l'intérieur de la poutre en caisson,
    b) au moins une extrémité respective des haubanages (14 - 20) étant fixée à des pilastres en lisière reliés de manière solidaire au corps porteur (6, 7, 8) à l'intérieur de celui-ci,
    caractérisé en ce que
    c) dans une ou plusieurs zones du pont, plusieurs haubanages (14 - 17) sont agencés sensiblement les uns à côté des autres dans une zone de fixation et/ou de guidage (9) à l'intérieur de la zone concernée du pont,
    d) lesdits plusieurs haubanages (14 - 17) présentant, avec distance croissante depuis l'une des parois latérales (8) extérieures du corps porteur, entre la zone de fixation et/ou de guidage (9) et l'extrémité concernée des haubanages, une plus grande longueur que le haubanage respectivement voisin en direction de la paroi latérale (8) concernée,
    e) et en ce que pour fixer les extrémités des haubanages (14 - 17), les pilastres de lisière (11) sont reliés à la paroi latérale concernée (8) ou sont au moins agencés à proximité de la paroi latérale concernée.
  2. Pont selon la revendication 1, caractérisé en ce que pour au moins une partie des haubanages (14 - 17), la distance entre deux haubanages (14 - 17) voisins dans la zone de fixation et/ou de guidage transversalement au corps porteur (6, 7, 8) et la distance des pilastres de lisière (11) pour fixer les extrémités concernées de ces haubanages, sont choisies telles qu'au moins le haubanage présentant la plus grande longueur s'étend rectiligne entre le pilastre de lisière concernée et la zone de fixation et/ou de guidage.
  3. Pont selon l'une ou l'autre des revendications 1 et 2, caractérisé en ce que pour au moins une partie des haubanages (14 - 17), la distance entre deux haubanages (14 - 17) voisins dans la zone de fixation et/ou de guidage transversalement au corps porteur (6, 7, 8) et la distance des pilastres de lisière (11) pour fixer les extrémités concernées de ces haubanages, sont choisies telles qu'au moins le haubanage présentant la plus grande longueur s'étend rectiligne entre les pilastres de lisière (11) pour fixer le haubanage voisin plus court et la zone de fixation et/ou de guidage, et est dévié dans la zone sensiblement entre les pilastres de lisière (11) pour fixer le haubanage plus long et le haubanage plus court en direction de la paroi latérale concernée.
  4. Pont selon la revendication 3, caractérisé en ce que les pilastres de lisière (11) pour fixer le haubanage (14 - 17) plus court servent simultanément à dévier le haubanage voisin plus long.
  5. Pont selon l'une des revendications précédentes, caractérisé en ce que les pilastres de lisière (11) sont réalisés sous forme de blocs et présentent sur leur face intérieure tournée à l'intérieur de la poutre en caisson (6, 7, 8), au-dessus du logement pour le haubanage (14 - 17) associé et à proximité du plafond, un guidage déviant le haubanage voisin plus long vers l'extérieur et de préférence aussi vers le bas.
  6. Pont selon l'une des revendications précédentes, caractérisé en ce que le corps porteur est constitué par plusieurs tronçons.
  7. Pont selon la revendication 6, caractérisé en ce que les tronçons sont fabriqués en saillie libre.
  8. Pont selon l'une ou l'autre des revendications 6 et 7, caractérisé en ce que via un pilier sont prévus un tronçon médian (1) et des deux côtés, d'autres tronçons respectifs (2, 2a ; 3, 3a, etc.) symétriques.
  9. Pont selon la revendication 8, caractérisé en ce que la zone de fixation et/ou de guidage (9) est prévue dans le tronçon médian à proximité du plafond (6) de la poutre de caisson.
  10. Pont selon l'une des revendications précédentes, caractérisé en ce que dans la zone de fixation et/ou de guidage (9), les haubanages (14 - 17) sont seulement guidés et déviés, et les extrémités sont fixées des deux côtés de la région de fixation et/ou de guidage dans des pilastres de lisière (11) ou en ce qu'une extrémité respective des haubanages est fixée dans la région de fixation et/ou de guidage ou dans un tronçon réalisé antérieurement du pont, également avec tracé quelconque des haubanages.
  11. Pont en béton selon l'une des revendications 6 à 10, caractérisé en ce que des haubanages inférieurs (18 - 20) s'étendant au-delà le milieu de la travée entre deux piliers sont guidés à proximité et au-dessus de la dalle de fond (7) de la poutre en caisson (6, 7, 8) au moins en majeure partie les uns à côté des autres vers les pilastres de lisière (13) qui les reçoivent.
  12. Pont selon l'une des revendications précédentes, caractérisé en ce que les pilastres de lisière (11, 13) en forme de blocs sont réalisés sous forme d'éléments préfabriqués.
EP99124496A 1998-12-08 1999-12-08 Pont en béton à précontrainte extérieure Expired - Lifetime EP1008691B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19856434A DE19856434C1 (de) 1998-12-08 1998-12-08 Betonbrücke mit externer Vorspannung
DE19856434 1998-12-08

Publications (3)

Publication Number Publication Date
EP1008691A2 EP1008691A2 (fr) 2000-06-14
EP1008691A3 EP1008691A3 (fr) 2001-05-02
EP1008691B1 true EP1008691B1 (fr) 2003-07-30

Family

ID=7890275

Family Applications (1)

Application Number Title Priority Date Filing Date
EP99124496A Expired - Lifetime EP1008691B1 (fr) 1998-12-08 1999-12-08 Pont en béton à précontrainte extérieure

Country Status (4)

Country Link
EP (1) EP1008691B1 (fr)
AT (2) AT3517U1 (fr)
CH (1) CH690277A5 (fr)
DE (2) DE19856434C1 (fr)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114150565A (zh) * 2021-12-20 2022-03-08 中铁二院工程集团有限责任公司 一种体外预应力混凝土箱梁转向构造简化设计方法

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4213986C1 (en) * 1992-04-29 1993-05-06 Hochtief Ag Vorm. Gebr. Helfmann, 4300 Essen, De Sectional construction of bridge deck - uses straight prestressing elements, some external and some buried in concrete

Also Published As

Publication number Publication date
DE59906430D1 (de) 2003-09-04
ATE246288T1 (de) 2003-08-15
CH690277A5 (de) 2000-06-30
DE19856434C1 (de) 2000-03-23
EP1008691A2 (fr) 2000-06-14
AT3517U1 (de) 2000-04-25
EP1008691A3 (fr) 2001-05-02

Similar Documents

Publication Publication Date Title
DE2158298C2 (de) Aus Betonfertigteilen zusammensetzbare und wieder auseinandernehmbare Park- und Abstellfläche
DE69622036T2 (de) Betonstahlbauelemente
EP2088244B1 (fr) Pont en béton armé ou pont de construction composite et methode pour sa fabrication
DE69406930T2 (de) Leichte leitschranken für brücken
EP0040815B1 (fr) Poutre composite dans la construction préfabriquée
DE2717869A1 (de) Verfahren zum herstellen von bauteilen aus spannbeton
EP2218825B1 (fr) Poutre pour pont pour voies ferrées et sa procédée de fabrication
DE2520105A1 (de) Stahlbetonelement fuer verbundkonstruktionen
AT524664A4 (de) Verfahren zur Herstellung einer Brücke aus Fertigteilträgern und Fahrbahnplattenelementen
DE68904208T2 (de) Schraegkabelbruecke und verfahren zu deren bau.
EP0023042B1 (fr) Elément de plancher préfabriqué pour planchers de bâtiments
DE102011102987A1 (de) Das Taktschiebeverfahren mit Stützweitenreduzierung für Strassen- und Bahnbrücken mit Plattenbalkenquerschnitt
EP1008691B1 (fr) Pont en béton à précontrainte extérieure
DE19831984C2 (de) Bauteil mit externen Spanngliedern
CH651095A5 (de) Bewehrungselement zur uebertragung von querkraeften in plattenartigen traggliedern, z.b. flachdecken.
DE3738291C2 (fr)
DE69123517T2 (de) Verfahren zur Herstellung einer Stahlblechbetondecke
EP0796961B1 (fr) Bétoncellulaire avec système d'armatures
EP0463619B1 (fr) Procédé de l'assainissement de ponts
EP1630315A1 (fr) Élément de construction pour armature de cisaillement et de poinconnement
DE1900572A1 (de) Bauteile fuer Viadukte,Verfahren zum Bau von Viadukten aus solchen Teilen und hier nach gebaute Viadukte
DE3833202C2 (de) Balkenartiges Tragglied aus Spannbeton
DE3871960T2 (de) Bodenstruktur fuer gebaeude.
DE2251487A1 (de) Ein- oder mehrfeldriges brueckentragwerk aus spannbetonbalken
AT332065B (de) Verfahren zur herstellung eines deckenartigen stahlbetontragwerkes aus stahlbetonteilen

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: A2

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;LT;LV;MK;RO;SI

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AK Designated contracting states

Kind code of ref document: A3

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;LT;LV;MK;RO;SI

17P Request for examination filed

Effective date: 20011017

AKX Designation fees paid

Free format text: AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE

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

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC 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: 20030730

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: 20030730

Ref country code: IE

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: 20030730

Ref country code: GB

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: 20030730

Ref country code: FR

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: 20030730

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: 20030730

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

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

Free format text: GERMAN

REF Corresponds to:

Ref document number: 59906430

Country of ref document: DE

Date of ref document: 20030904

Kind code of ref document: P

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: KEMENY AG PATENTANWALTBUERO

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: 20031030

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: 20031030

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: 20031030

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

Effective date: 20031110

NLV1 Nl: lapsed or annulled due to failure to fulfill the requirements of art. 29p and 29m of the patents act
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: 20031208

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: 20031208

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: 20031230

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: 20031231

Ref country code: BE

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

Effective date: 20031231

GBV Gb: ep patent (uk) treated as always having been void in accordance with gb section 77(7)/1977 [no translation filed]

Effective date: 20030730

REG Reference to a national code

Ref country code: IE

Ref legal event code: FD4D

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

BERE Be: lapsed

Owner name: *WALTER-BAU A.G.

Effective date: 20031231

Owner name: *KARGEL ERHARD

Effective date: 20031231

26N No opposition filed

Effective date: 20040504

EN Fr: translation not filed
REG Reference to a national code

Ref country code: CH

Ref legal event code: PFA

Owner name: KARGEL, ERHARD, DIPL.-ING.

Free format text: KARGEL, ERHARD, DIPL.-ING.#WIENER STRASSE 131#4020 LINZ (AT) $ WALTER-BAU AG#BOEHEIMSTRASSE 8#86152 AUGSBURG (DE) -TRANSFER TO- KARGEL, ERHARD, DIPL.-ING.#WIENER STRASSE 131#4020 LINZ (AT) $ WALTER-BAU AG#BOEHEIMSTRASSE 8#86152 AUGSBURG (DE)

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

Ref country code: AT

Payment date: 20131216

Year of fee payment: 15

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

Ref country code: DE

Payment date: 20131217

Year of fee payment: 15

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

Ref country code: CH

Payment date: 20141216

Year of fee payment: 16

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 59906430

Country of ref document: DE

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 246288

Country of ref document: AT

Kind code of ref document: T

Effective date: 20141208

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: 20150701

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: 20141208

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

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: 20151231

Ref country code: CH

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

Effective date: 20151231