EP1036599B1 - Hilfsvorrichtung zum Verfüllen von Bohrlöchern mit Mörtelmassen - Google Patents

Hilfsvorrichtung zum Verfüllen von Bohrlöchern mit Mörtelmassen Download PDF

Info

Publication number
EP1036599B1
EP1036599B1 EP00810107A EP00810107A EP1036599B1 EP 1036599 B1 EP1036599 B1 EP 1036599B1 EP 00810107 A EP00810107 A EP 00810107A EP 00810107 A EP00810107 A EP 00810107A EP 1036599 B1 EP1036599 B1 EP 1036599B1
Authority
EP
European Patent Office
Prior art keywords
baffle
bore
drilled hole
auxiliary device
borehole
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.)
Revoked
Application number
EP00810107A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP1036599A3 (de
EP1036599A2 (de
Inventor
Fritz Münger
Manfred Hartmann
Oliver Wolff
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.)
Hilti AG
Original Assignee
Hilti 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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=7900877&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP1036599(B1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Hilti AG filed Critical Hilti AG
Publication of EP1036599A2 publication Critical patent/EP1036599A2/de
Publication of EP1036599A3 publication Critical patent/EP1036599A3/de
Application granted granted Critical
Publication of EP1036599B1 publication Critical patent/EP1036599B1/de
Anticipated expiration legal-status Critical
Revoked legal-status Critical Current

Links

Images

Classifications

    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B05—SPRAYING OR ATOMISING IN GENERAL; APPLYING FLUENT MATERIALS TO SURFACES, IN GENERAL
    • B05C—APPARATUS FOR APPLYING FLUENT MATERIALS TO SURFACES, IN GENERAL
    • B05C7/00—Apparatus specially designed for applying liquid or other fluent material to the inside of hollow work
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B05—SPRAYING OR ATOMISING IN GENERAL; APPLYING FLUENT MATERIALS TO SURFACES, IN GENERAL
    • B05C—APPARATUS FOR APPLYING FLUENT MATERIALS TO SURFACES, IN GENERAL
    • B05C17/00—Hand tools or apparatus using hand held tools, for applying liquids or other fluent materials to, for spreading applied liquids or other fluent materials on, or for partially removing applied liquids or other fluent materials from, surfaces
    • B05C17/005—Hand tools or apparatus using hand held tools, for applying liquids or other fluent materials to, for spreading applied liquids or other fluent materials on, or for partially removing applied liquids or other fluent materials from, surfaces for discharging material from a reservoir or container located in or on the hand tool through an outlet orifice by pressure without using surface contacting members like pads or brushes
    • B05C17/00503—Details of the outlet element

Definitions

  • the invention relates to a method for filling boreholes with organic and / or inorganic mortar compounds, the type mentioned in claim 1.
  • cohesive anchoring by means of organic and / or inorganic mortar compounds is often used. Cohesive anchorages of fasteners are used for example in distance-critical fasteners and / or in the tensile zone of components. Another very important application for cohesive anchorages by means of organic and / or inorganic mortar compounds is the subsequent attachment of rebar in concrete dar. This may be required, for example, during repair work or for subsequent reinforcement of floors or ceilings, or when attaching attachments to already created structures be. Even with subsequently staggered connections and the production of overlapping joints of reinforcing bars in steel and concrete construction, the reinforcing bars are fastened by means of integral anchoring. For this purpose, the borehole created in the component is first filled with a one-component or multi-component mortar composition on an organic and / or inorganic basis. Thereafter, the rebar is inserted into the filled borehole and cured the mortar mass.
  • the extrusion units are provided with extension tubes or extension tubes so that the backfilling can be carried out properly from the bottom of the hole. If the dispenser is retracted too quickly while filling the well with mortar, air bubbles may be trapped and the well is filled very non-uniformly. If the dispenser is not withdrawn quickly enough by the user, the extension tube or extension tube will be surrounded by the grout. When pulling out of the tube or hose in turn can cause air pockets. This can have a negative effect on the holding values of the subsequently incorporated reinforcing iron.
  • the US 4,260,295 A shows a method for filling cracks in the ground with a screwed on the free front end of a discharge pipe check valve as an auxiliary device having a blind hole and at its front end to the blind hole and outwardly open outlet slots for a cement as filler.
  • the check valve is at a desired depth in the borehole, z. B. mechanical, braced, the well is sealed to the well mouth. Subsequently, cement is injected into the borehole under high pressure. After completion of the injection process, the discharge pipe is unscrewed and is available for another injection process.
  • the WO 97/18367 A1 shows a method for filling cracks in the ground with a connectable at the free front end of a dispensing tube plug with a plug body having at a front end two with an axial through-hole in the plug in connection cross-bores, and with a in a region of a conical section the plug body slidably disposed, elastic and sleeve-shaped sealing body.
  • the plug is inserted as a whole in the wellbore until the seal body is completely buried in the wellbore area.
  • the stopper is maximally pulled while holding the sealing body as far as the stop on the seal, the sealing body being pressed tightly between the conical surface of the stopper body and the borehole wall.
  • a discharge pipe or a discharge pipe is connected to a connection portion of the plug body and injected under pressure, the filling material for filling the cracks in the ground in the wellbore.
  • the plug for sealing the borehole remains in the same, wherein the projecting from the borehole part of the plug body is stopped.
  • the object of the present invention is therefore to remedy these disadvantages of the prior art and to improve the technique of filling boreholes with organic and / or inorganic mortar compounds in such a way that a uniform filling of the borehole is achieved and air pockets can be avoided.
  • the auxiliary device which can be used in conjunction with a manually or motor-operated ejection device, comprises a baffle element that can be connected to the free front end of a discharge tube or a discharge tube.
  • the baffle element has an axial throughbore and has an outer diameter which is dimensioned such that a backflow of the mortar mass pressed into a borehole through the throughbore in the baffle element is prevented in the direction of the borehole mouth.
  • the baffle element of the auxiliary device which can be connected to the squeezing tube or the squeezing tube of the squeezing device, prevents the pressed-in mortar compound from flowing back. This creates a back pressure or buoyancy when filling the borehole. In a rigid squeeze tube, this dynamic pressure is transmitted to the squeezer or the operator, who is forcibly pushed away by the squeezer from the well mouth. In a flexible squeeze tube, this dynamic pressure is transmitted to the squeezer or the operator, who is forcibly pushed away by the squeezer from the well mouth. In a flexible
  • Extrusion hose floats the baffle element of the auxiliary device on the mortar front and presses the extension hose according to the Ver Schollfort Colour towards the borehole mouth.
  • the baffle element of the auxiliary device is always located on the rising mortar front in the borehole. If, for example, the discharge pipe is provided with markings on its circumference, the quantity of mortar amount that has just been introduced into the borehole can be read.
  • the damming element of the auxiliary device that can be connected to the discharge pipe or to the discharge hose, a forced controlled filling of the borehole from the bottom of the borehole occurs. Incomplete fillings and trapped air can be prevented in this way.
  • the dynamic pressure gives the user a safe feeling in the execution. Overall, results from the use of the auxiliary device with the baffle a quick and controllable operation.
  • the storage element has the shape of a cylinder.
  • the length of the cylinder is sized so that it does not jam in the irregularities of the borehole.
  • the length is selected to be about 1.5 times to about 3 times the diameter of the wellbore.
  • the outer diameter of the cylindrical damming element depends on the diameter of the borehole. Because of the tolerance in shape, size and roughness of the borehole, it proves to be advantageous if the outer diameter of the cylindrical stowage element is about 1 mm to about 3 mm smaller than the diameter of the borehole.
  • the damming element has, for example, an insertion bore.
  • the insertion bore is conical in order to be able to compensate for tolerances in the outer diameter of the discharge tube or the discharge tube.
  • the storage element comprises one or more discs whose peripheral edges are flexible and sealingly abut the bore wall.
  • the measured over the flexible peripheral edges outer diameter of the storage element is greater than the diameter of the bore.
  • the baffle element is connected to a cylindrical or conical connecting pin, which for insertion into the free front end a discharge pipe or a discharge hose is formed.
  • the connection pin is provided with an axial bore, which opens into the through hole of the storage element.
  • the outer diameter of the connecting pin is smaller than that of the damming element.
  • the connecting pin has a conical outer contour with an outer diameter decreasing towards the free end in order to accommodate tolerances in the opening diameter of the discharge tube or the discharge tube.
  • connection pin and the storage element are integrally formed.
  • the baffle element comprises a plurality of concentrically arranged jam parts with different outside diameters, which are pushed into one another like onions.
  • the individual jam parts can be connected to one another, for example, via connecting webs which can be separated at predetermined breaking points.
  • the predetermined breaking point is always provided in the region of the circumference of the jam part with the smaller outer diameter. This prevents that after removal of the outer jam part remainders of the connecting webs protrude from the circumference, which could hook on unevenness in the borehole.
  • Due to the design according to the invention stowage elements with different sized outside diameters are combined in a single auxiliary device. The user no longer has to carry a separate auxiliary device for each borehole diameter. Instead, it can detach the outer baffle elements until it has reached a baffle element which corresponds to the diameter of the borehole created.
  • the storage element consists of a dimensionally stable plastic.
  • the connecting pin may be made of a more durable material, such as metal.
  • the entire auxiliary device is made of a single material, which favors the use of economical mass production processes, for example a simple injection molding process.
  • Fig. 1 illustrated first embodiment of the auxiliary device for filling boreholes with mortar masses carries overall the reference numeral 1. It comprises a cylindrical baffle element 2 with a through hole 3, which in Fig. 1 is indicated by dashed lines. From the baffle element 2 protrudes a connecting pin 4, which is provided with an also indicated by dashed lines, axial bore 5.
  • the stub element 2 has a larger outer diameter than the connecting pin 4.
  • the outer diameter of the stagnation element 2 is matched to the diameter of the borehole and is preferably about 1 mm to about 3 mm smaller than the borehole diameter , which are usually graded in millimeter amounts in concrete applications.
  • the outer contour of the connecting pin 4 has a slightly conical shape, wherein the outer diameter to the free end of the connecting pin 4 decreases.
  • Fig. 2 shows a second embodiment of the auxiliary device for filling boreholes with mortar mass, which is provided throughout with the reference numeral 6. It comprises a baffle element 7, which is disc-shaped and has a through hole 9. At the periphery of the disk-shaped storage element 7, a flexible edge 8 is arranged.
  • the flexible edge 8 may be formed as a separate part, which is preferably permanently connected to the circumference of the storage element 7, for example glued, is.
  • the flexible edge can also be formed integrally with the storage element.
  • From the baffle element 7 protrudes a connecting pin 10, which is provided with an axial bore 11.
  • the outer contour of the connecting pin 10 advantageously has a slightly conical shape.
  • the accumulation element designated overall by the reference numeral 13 is composed of individual, cylindrical stowage parts 14, 15, 16, which are arranged concentrically on one another in the manner of an onion shell.
  • the baffle element 13, as in FIG 3 and 4 an inner jam part 14, a middle jam part 15 and an outer jam part 16 are indicated.
  • the inner jam part 14, which has a through-hole 17 is arranged in the through-bore 18 of the middle jamming part 15.
  • the middle jam part 15 is in turn disposed within the through hole 19 of the outer jam part 16.
  • the outer diameters of the concentrically arranged jamming parts 14, 15, 16 are graduated according to the hole diameters commonly used in concrete applications and are always always about 1 mm to about 3 mm smaller than the respective borehole diameter.
  • the remaining annular gap between adjacent storage parts 14, 15, 16 is sufficiently small that in use a back flow of the relatively viscous mortar composition is prevented.
  • the concentrically juxtaposed jam parts 14, 15, 16 are preferably connected via connecting webs 20 with the respective adjacent jam part.
  • the connecting webs 20 are uniformly distributed over the circumference and have predetermined breaking points 21, which can be separated, for example, by a mutual rotation of two adjacent jam parts.
  • the predetermined breaking points 21 on the connecting webs 20 are always arranged in the peripheral region of the jam part 14, 15 with the smaller outer diameter. After the separation of the predetermined breaking points 21 at the connecting webs 20, the respectively further outward located stowage part can be pulled off and there remains a stowing element with the respectively required outside diameter.
  • From the inner dam part 14 protrudes from a connecting pin 22, the axial bore 23 opens into the central through hole 17 of the inner Stauteils 14.
  • the outer contour of the connecting pin 22 is advantageously slightly conical.
  • Fig. 5 shows as an example an application of the in Fig. 1 illustrated embodiment of the inventive auxiliary device 1 for filling boreholes with organic and / or inorganic mortar compounds.
  • denoted by the reference symbol D is a dispensing device with which a mortar mass arranged within a container can be pressed out.
  • a mixer pipe S is connected to the Auspress réelle D.
  • a static mixer is arranged, as it is used for example for mixing two- or multi-component mortar compositions.
  • a discharge pipe E is connected, so that wells of great depth can be filled, as required, for example, in the subsequent integration of reinforcing iron in concrete.
  • a concrete block is provided with the reference symbol C.
  • the borehole bears the reference B.
  • Fig. 5 shows the discharge pipe E within the borehole B.
  • the auxiliary device 1 is plugged.
  • the mortar mass M is introduced by means of the Auspress réelles D through the mixer tube S, the discharge pipe E and the auxiliary device in the borehole B.
  • the backfilling of the borehole takes place in accordance with regulations from the borehole deepest.
  • the arranged at the free front end of the discharge E auxiliary device 1 prevents back flow of the pressed mortar mass M in the direction of the borehole mouth.
  • a discharge pipe E is shown with a separate auxiliary device 1, this can of course also be formed integrally with the discharge pipe.
  • the material used for the auxiliary device is preferably a dimensionally stable plastic used, which is advantageously processed in a mass production process, for example in an injection molding process.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Coating Apparatus (AREA)
  • Working Measures On Existing Buildindgs (AREA)
  • Processing Of Stones Or Stones Resemblance Materials (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
EP00810107A 1999-03-13 2000-02-09 Hilfsvorrichtung zum Verfüllen von Bohrlöchern mit Mörtelmassen Revoked EP1036599B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19911259.2A DE19911259B4 (de) 1999-03-13 1999-03-13 Hilfsvorrichtung zum Verfüllen von Bohrlöchern mit Mörtelmassen
DE19911259 1999-03-13

Publications (3)

Publication Number Publication Date
EP1036599A2 EP1036599A2 (de) 2000-09-20
EP1036599A3 EP1036599A3 (de) 2004-07-07
EP1036599B1 true EP1036599B1 (de) 2009-09-23

Family

ID=7900877

Family Applications (1)

Application Number Title Priority Date Filing Date
EP00810107A Revoked EP1036599B1 (de) 1999-03-13 2000-02-09 Hilfsvorrichtung zum Verfüllen von Bohrlöchern mit Mörtelmassen

Country Status (7)

Country Link
US (1) US6481174B1 (ja)
EP (1) EP1036599B1 (ja)
JP (1) JP4592142B2 (ja)
AT (1) ATE443578T1 (ja)
CA (1) CA2299640C (ja)
DE (2) DE19911259B4 (ja)
ES (1) ES2331455T3 (ja)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE20120080U1 (de) * 2001-12-12 2003-04-24 fischerwerke Artur Fischer GmbH & Co. KG, 72178 Waldachtal Vorrichtung zum Injizieren von Mörtel in ein Bohrloch
US8418423B1 (en) 2010-09-11 2013-04-16 Keith Thomas Potts Plug assembly and a method for sealing a hole
BR112018007578B1 (pt) * 2015-10-20 2022-08-09 Hilti Aktiengesellschaft Sistema de argamassa de dois componentes baseado em cimento aluminoso e sua aplicação
PL3365306T3 (pl) 2015-10-20 2020-01-31 Hilti Aktiengesellschaft Ognioodporny dwuskładnikowy układ zaprawy na bazie cementu glinowego do ognioodpornego chemicznego mocowania kotew i pomontażowych prętów zbrojeniowych i jego zastosowanie
CN116241096A (zh) * 2021-12-08 2023-06-09 喜利得股份公司 用于注射胶粘剂的辅助插塞

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE544161A (ja) * 1955-03-24
DE2746482A1 (de) * 1977-10-15 1979-04-26 Fischer Artur Dr H C Verankerung eines befestigungselementes in einem bohrloch eines mauerwerks
US4260295A (en) * 1979-06-01 1981-04-07 Trelleborg Ab Injector
DE8011288U1 (de) * 1980-04-24 1981-12-31 Hilti AG, 9494 Schaan Vorrichtung zum Einbringen eines aushaertbaren Bindemittels
DE8229583U1 (de) * 1982-10-21 1984-03-29 IPA-Bauchemie GmbH, 8000 München Injektionsanker zum einpressen von injektionsmaterial in loecher von gesteinen, bauwerkteilen, erzgaengen, erdformationen, salzstoecken und dgl.
JPH0738568Y2 (ja) * 1990-09-21 1995-09-06 株式会社ケー・エフ・シー 建物の外壁補修用アンカーピン
US5257486A (en) * 1991-04-23 1993-11-02 Adhesives Technology Corporation 1987 Nozzle for injecting a sealant into a crack
FI955515A0 (fi) 1995-11-15 1995-11-15 Juha Haavisto Injekteringspropp
US6226948B1 (en) * 1999-05-26 2001-05-08 John F. Trout Method and apparatus for waterproofing concrete

Also Published As

Publication number Publication date
JP2000296353A (ja) 2000-10-24
DE50015745D1 (de) 2009-11-05
US6481174B1 (en) 2002-11-19
EP1036599A3 (de) 2004-07-07
DE19911259B4 (de) 2015-07-02
ATE443578T1 (de) 2009-10-15
CA2299640C (en) 2008-05-20
EP1036599A2 (de) 2000-09-20
DE19911259A1 (de) 2000-09-14
ES2331455T3 (es) 2010-01-05
JP4592142B2 (ja) 2010-12-01
CA2299640A1 (en) 2000-09-13

Similar Documents

Publication Publication Date Title
DE102007005540B4 (de) Verfahren und Injektionsanker mit fixiertem Statikmischer
EP0629750A2 (de) Verfahren zur Abdichtung einer Fuge durch Injektion eines Dichtungsmediums.
DE10017750A1 (de) Gebirgsanker
EP0725195A2 (de) Verfahren zum Errichten einer Betonwand unter Verwendung von verspannten Verschalungen sowie Vorrichtung zur Durchführung des Verfahrens
EP0967402B1 (de) Ankerstange für ein Verbundankersystem
EP1036599B1 (de) Hilfsvorrichtung zum Verfüllen von Bohrlöchern mit Mörtelmassen
DE3724559A1 (de) Verfahren zur verfestigung gerissener bauteile
EP2075404B1 (de) Einrichtung zum Einbringen von Mörtel
DE4006506A1 (de) Selbstklebender duebel
DE19628988B4 (de) Mauerdurchführung mit Zentrierscheibe für mehrere Mediumleitungsdurchmesser
CH656194A5 (de) Einfuellstutzen fuer aushaertbare massen in hohlankern.
EP1672125B1 (de) Tiefbauvorrichtung und Verfahren zum Herstellen eines Gründungselements
EP0750082B1 (de) Vorrichtung zur oberflächennahen Verankerung von Bauteilen
DE3529850C2 (ja)
EP3557085A1 (de) Dübelanordnung
DE2617758A1 (de) Verfahren zum einbringen von kunststoff-fuellungen in waende, mauern, fassadenwaende u.dgl. und vorrichtung zur durchfuehrung dieses verfahrens
WO1989006731A1 (en) Injection device for introducing fluids under pressure into cracked structures
DE19635828A1 (de) Einschlagbarer Injektionspacker für Bohrlochverschlüsse in Mauerwerken, Betonbauteilen, Holz o. dgl.
DE3841316C2 (ja)
DE19652245C2 (de) Vorrichtung zum Befestigen und Verankern eines Bolzens
DE9418440U1 (de) Einschlagbarer Injektionspacker
DE3615490C2 (de) Verfahren zum Verfestigen des Fußbereichs eines Ortbetonelementes in einer Bohrung und Vorrichtung zur Durchführung des Verfahrens
DE102006015549B4 (de) Injektionspacker
DE29803927U1 (de) Vorrichtung zur Erstellung eines Verbundankers in hohlen Bauteilen
DE8713123U1 (de) Mörtelanker

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

Extension state: AL LT LV MK RO SI

17P Request for examination filed

Effective date: 20050107

17Q First examination report despatched

Effective date: 20050204

AKX Designation fees paid

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

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

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

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

REF Corresponds to:

Ref document number: 50015745

Country of ref document: DE

Date of ref document: 20091105

Kind code of ref document: P

REG Reference to a national code

Ref country code: SE

Ref legal event code: TRGR

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2331455

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: 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: 20090923

REG Reference to a national code

Ref country code: IE

Ref legal event code: FD4D

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: 20100125

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: 20090923

PLBI Opposition filed

Free format text: ORIGINAL CODE: 0009260

PLAX Notice of opposition and request to file observation + time limit sent

Free format text: ORIGINAL CODE: EPIDOSNOBS2

26 Opposition filed

Opponent name: CHEMOFAST ANCHORING GMBH

Effective date: 20100617

Opponent name: ADOLF WUERTH GMBH & CO. KG

Effective date: 20100621

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

Effective date: 20090923

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

Ref country code: GR

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

Effective date: 20091224

Ref country code: MC

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

Effective date: 20100301

PLBB Reply of patent proprietor to notice(s) of opposition received

Free format text: ORIGINAL CODE: EPIDOSNOBS3

RDAF Communication despatched that patent is revoked

Free format text: ORIGINAL CODE: EPIDOSNREV1

APBM Appeal reference recorded

Free format text: ORIGINAL CODE: EPIDOSNREFNO

APBP Date of receipt of notice of appeal recorded

Free format text: ORIGINAL CODE: EPIDOSNNOA2O

APAH Appeal reference modified

Free format text: ORIGINAL CODE: EPIDOSCREFNO

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: 20100209

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

Ref country code: DE

Payment date: 20130116

Year of fee payment: 14

Ref country code: GB

Payment date: 20130207

Year of fee payment: 14

Ref country code: SE

Payment date: 20130212

Year of fee payment: 14

Ref country code: ES

Payment date: 20130214

Year of fee payment: 14

Ref country code: FI

Payment date: 20130212

Year of fee payment: 14

Ref country code: CH

Payment date: 20130212

Year of fee payment: 14

Ref country code: FR

Payment date: 20130301

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: 20130212

Year of fee payment: 14

Ref country code: NL

Payment date: 20130209

Year of fee payment: 14

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

Ref country code: AT

Payment date: 20130110

Year of fee payment: 14

APBU Appeal procedure closed

Free format text: ORIGINAL CODE: EPIDOSNNOA9O

REG Reference to a national code

Ref country code: DE

Ref legal event code: R064

Ref document number: 50015745

Country of ref document: DE

Ref country code: DE

Ref legal event code: R103

Ref document number: 50015745

Country of ref document: DE

RDAG Patent revoked

Free format text: ORIGINAL CODE: 0009271

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: PATENT REVOKED

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

27W Patent revoked

Effective date: 20130928

GBPR Gb: patent revoked under art. 102 of the ep convention designating the uk as contracting state

Effective date: 20130928

REG Reference to a national code

Ref country code: DE

Ref legal event code: R107

Ref document number: 50015745

Country of ref document: DE

Effective date: 20140109

REG Reference to a national code

Ref country code: AT

Ref legal event code: MA03

Ref document number: 443578

Country of ref document: AT

Kind code of ref document: T

Effective date: 20131120

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 THE APPLICANT RENOUNCES

Effective date: 20090923

Ref country code: CH

Free format text: LAPSE BECAUSE OF THE APPLICANT RENOUNCES

Effective date: 20090923

REG Reference to a national code

Ref country code: SE

Ref legal event code: ECNC

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

Ref country code: IT

Payment date: 20140217

Year of fee payment: 15

REG Reference to a national code

Ref country code: SE

Ref legal event code: ECNC