EP1359257B1 - Disposif et méthode pour forer dans le sol - Google Patents

Disposif et méthode pour forer dans le sol Download PDF

Info

Publication number
EP1359257B1
EP1359257B1 EP03009634A EP03009634A EP1359257B1 EP 1359257 B1 EP1359257 B1 EP 1359257B1 EP 03009634 A EP03009634 A EP 03009634A EP 03009634 A EP03009634 A EP 03009634A EP 1359257 B1 EP1359257 B1 EP 1359257B1
Authority
EP
European Patent Office
Prior art keywords
boring
strings
yoke
string
drill
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
EP03009634A
Other languages
German (de)
English (en)
Other versions
EP1359257A1 (fr
Inventor
Erwin Dipl.-Ing. Wirtsch.-Ing. Stötzer
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.)
Bauer Maschinen GmbH
Original Assignee
Bauer Maschinen GmbH
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 DE10301072A external-priority patent/DE10301072A1/de
Application filed by Bauer Maschinen GmbH filed Critical Bauer Maschinen GmbH
Publication of EP1359257A1 publication Critical patent/EP1359257A1/fr
Application granted granted Critical
Publication of EP1359257B1 publication Critical patent/EP1359257B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/12—Consolidating by placing solidifying or pore-filling substances in the soil
    • E02D3/126—Consolidating by placing solidifying or pore-filling substances in the soil and mixing by rotating blades

Definitions

  • the invention relates to a drilling apparatus according to the preamble of claim 1 and a method for creating a Bore in the ground according to the preamble of claim 5.
  • the drill radii of the adjacent drillstrings overlap.
  • the cutting devices must the individual drill string axially offset from each other to be ordered.
  • This is usually done by a so-called yoke.
  • This is a bar-shaped component in which the drillstrings are rotatably mounted and interconnected. The yoke can continue to have the task, possibly remaining soil material webs additional shear between the adjacent holes and thus to participate in the comminution of the soil material.
  • the range of drill strings from the drill bit to the yoke serves the so-called preparation of the soil, i. the Crushing the soil material and feeding the suspension.
  • preparation of the soil i. the Crushing the soil material and feeding the suspension.
  • the crushing of the soil material are not only the actual cutting devices for breaking and shearing of the soil at the top of the drill strings, but also the adjacent conveyor spirals, which one not insignificant shear and thus crushing effect on the Exercise soil material.
  • the curable suspension is supplied.
  • the mixing elements are arranged, which for the best possible mixing and homogenization the curable suspension with the comminuted Provide soil material.
  • JP-A-10292362 Another drilling device is disclosed in JP-A-10292362.
  • This known drilling device also has three side by side arranged, drivable drivelines on, which are coupled together at their bottom end via a yoke are.
  • JP-A-08027772 discloses a harrow with two staggered drill strings, which are connected by an entangled yoke.
  • the invention has for its object to provide a drilling apparatus and a method with which holes for high-quality foundation elements in the ground can be created particularly economically and with high directional stability.
  • the drilling device is characterized, inter alia characterized in that the yoke in the area of the offset middle Drill strings an entanglement in the direction of the offset having. So the yoke is not a straight beam formed, but has according to the offset of the middle Bohrstranges an angular displacement, a so-called Entanglement on. This allows the arrangement of the yoke relatively close to the drill bits, resulting in a good stiffening of the Drill strands to each other near the cutting leads leads to which the largest torques at the individual drill strings attack.
  • one conventional straight beam yoke allows the invention Entanglement a complete or at least partial Compensation of different drill string lengths in the treatment area.
  • the distance of the drill bits to the yoke can be so despite the axial offset of the individual drill strings the same or at least approximately balanced.
  • the offset of the middle drill string is designed according to the invention that this drill string is axially shorter than the outer drillstrings is.
  • the Bohrradien the cutting means of the adjacent drillstrings overlap.
  • the distance between the center axes of the Drill strands to each other smaller than the bore diameter of respective cutting device.
  • drill radii can also be cutting inserts be formed on the yoke, which for as constant as possible Ensure bore wall width.
  • a suspension feed for a curable suspension is provided on at least one of the drill strings.
  • the suspension feed is provided on the middle drill string formed, which in relation to the other drill strings in particular is set back.
  • the supply takes place via a corresponding Pumping device via the tubular design Drill string, with the exit at or near the drill bit he follows.
  • the mixing elements can Mixing or conveying paddle, which is substantially radial protrude from the drill string.
  • the cutting device arranged a conveyor coil on the respective drill string is, thereby forming a treatment area below the yoke is.
  • the helical Forderwendel serves for Removal of the crushed soil material from the Cutting device and a further crushing of the chipped material.
  • the feeder a first mixing, the so-called processing the mixture of the soil material and the suspension.
  • the conveyor coil can have any length and also made of segments with different pitch and diameter be constructed.
  • a particularly compact arrangement is after the invention achieved in that the conveyor coil is not has more than one pitch. Already with a half to a pitch is a reliable removal of the soil material and a desired additional comminution effect reached.
  • the method according to the invention is characterized among other things by that the respective treatment areas of the individual drill string below the yoke by pivoting of the yoke in the direction of the offset of the middle Drill strings are at least partially offset each other.
  • This will be a particularly uniform crushing of the soil material achieves what for the creation of drilling walls represents a significant advantage.
  • the yoke can be arranged very close to the drill bits, resulting in a good stiffening and thus a high directional stability when drilling down the holes contributes.
  • the drill strings with be lowered at a continuous speed.
  • this may be carried out in a uniform and continuous manner, wherein in this case by the special inventive arrangement of Drilling device already a mixing of the crushed soil material can be done.
  • a drill 1 for the creation represented by mortar eyes. It is on a vertical Mast 2, which is also in two planes to the vertical axis is pivotable, a drilling device 3 attached. On one along the drilling mast 2 movable carriage 4 are located there are three rotary drives 5 ', 5' ', 5' '', which each have a drive device 6 ', 6' ', 6' '' have. The three rotary drives 5 ', 5' ', 5' '' are mounted on a common carriage 4 and can only be moved together along the mast 2.
  • each Abtriebseinrichung 6 ', 6' ', 6' '' is a drill string 7 ', 7' ', 7' '' arranged.
  • drill strings 7 ', 7' ', 7 '' ' are essentially tubular components, which at their lower, the indicated hole 8 facing Ends drill bits 9 ', 9' ', 9' '' and one each Cutting device 10 ', 10' ', 10' '' for cutting the soil exhibit.
  • To the cutting devices 10 ', 10' ', 10' '' close to conveyor coils 11 ', 11' ', 11' '', which have at most one to three pitches.
  • a common guide 13 of the three drill strings Above the conveyor coils 11 ', 11' ', 11' '' of the three drill strings 7 is a common guide 13 of the three drill strings. Above the common guide 13 are on the drill strings 7 ', 7' ', 7' '' paddle or mixing elements 14 attached, which mix the drilled cuttings. These Mixing elements 14 have a corresponding projection to the To overlap each area of action, as they in terms of height are arranged one above the other. In order to reduce the effective range of the paddle or to increase mixing elements 14, they are in a particular Angle to the horizontal plane arranged. That's it possible to make a wall of overcut mortar columns.
  • the length of the mixing area on the drill strings 7 ', 7' ', 7 '' ' has a smaller proportion of the total length of Drill strands to ensure sufficient torque for the mixing of the To raise soil.
  • Located above the paddle assembly turn a common leadership 15 for the three Boring.
  • This guide 15 sits movably on the three Drill strands 7 ', 7' ', 7' '' and can along the residual length move the three drill strings.
  • the movable guide 15 has a funnel-shaped formation 16, with which they at Drilling the drill strings into a funnel-shaped receptacle 17 engages which rigidly attached to the lower end of the drill mast 2 is.
  • the supply of the suspension takes place either over the middle Drill string 7 '' 'or over all three drill strings 7', 7 '', 7 '' '.
  • the suspension is in each case in the region of the tips 9 ', 9' ', 9' '' fed to the cuttings.
  • the outlet openings for the suspension is at the middle drill string 7 '' ' in its lower part. All outlets are against Blockage by cuttings are protected and located during drilling in a protected from cuttings area.
  • Fig. 3 is the staggered arrangement of the middle drill string 7 '' 'opposite the two outer drill strings 7 ', 7' 'shown in more detail.
  • All three drill strings 7 have an identically formed cutting device 9 at its bottom end and a to it subsequent conveyor coil 11 with about a pitch on. Due to the overlapping arrangement of Bohrradien is the middle drill string 7 '' 'by about one pitch of the conveyor coil 11 set back.
  • the middle drill string 7'''' Due to the overlapping arrangement of Bohrradien is the middle drill string 7 '' 'by about one pitch of the conveyor coil 11 set back.
  • the middle drill string 7'''' are at the two outer Drill strings 7 ', 7' 'each have a smaller diameter conveyor coil 18 '' arranged, which a collision-free rotary drive allow between the individual drill strings 7.
  • a rigid bar-shaped yoke 20 is provided.
  • This points for the three drill strings 7 each have a storage area 26, in which the drill strings 7 each rotatable and axially fixed are stored.
  • a sufficient space for the conveyor coil 11 '' 'according to the invention achieved in that in a middle Region of the yoke 20 an entanglement 22 is provided is.
  • the entanglement 22 consists of two angled webs, which the two outer bearing portions 26 with the middle Connect storage area 26.
  • the actual ones are Work areas of the drill string 7 below the Yokes 20, which form the so-called treatment area, at least approximately balanced.
  • the treatment area is decisive for the slicing and chopping of the soil as well for a first mixing of the crushed soil material with suspension.
  • the processing of the crushed soil in the treatment area on all three drill strings 7 largely uniform.
  • a uniform preparation is advantageous for producing a uniform, high-quality foundation pillar or foundation wall.
  • the invention will by the invention to a more uniform torque load All three drill strings and a uniform tool wear reached.
  • edges 24 are formed, which according to the Anwinkelung approximately in a 45 Angle to Bohrstrangachse run. This angled arrangement the edges 24 is for shearing remaining soil webs between the adjacent holes advantageous. The angling of the edges 24 facilitates shearing remaining floor bars and thus facilitates overall the lowering of the drilling device.
  • the only partially closed Mixed range which consists of an array of paddle-shaped Mixing elements on the drill strings 7 consists.
  • To the Compensation of the entanglement 22 on the yoke 20 are at the two outer drill strings 7 ', 7' 'still immediately after the yoke 20 each have an additional conveying spiral 19 ', 19' ' formed with about a pitch.
  • the lower part of the drilling device with the yoke 20 and the lower ends of each Drill string 7 can be formed as a separate part, which via a schematically illustrated shaft-hub connection 28 pushed axially on the drill string 7 and rotatably connected to these can.
  • a method for creating a secant bored pile wall for example from mortar columns.
  • a pre-mine ditch created.
  • a predetermined depth drilled out is approximately at the length of Conveying spiral 11 ', 11 ", 11' '' and the mixing elements 14th occupied part of the drill string 7 ', 7' ', 7' '' oriented. The Boring happens in such a way that no soil is mined becomes.
  • the Suspension is a water-binder mixture, which is self-curing. This process will be repeated several times repeatedly until the suspension liquefies the soil. there just as much suspension is added as in the pore volume of the soil can be absorbed. The mixing process will be like this long continued until suspension exits in the advance pit.
  • This procedure is used in the following depth ranges repeatedly until the desired final depth is reached. It This is a continuous drilling and mixing process.
  • pulling the drill string can be sand or another Material to be blown to a special strength to reach the foundation pillar.

Claims (10)

  1. Dispositif de forage avec trois lignes de forage (7) placées côte à côte et entraínables en rotation, avec chacune un dispositif de coupe (10) à son extrémité côté sol, l'extrémité côté sol d'une ligne de forage centrale (7''') étant placée avec un décalage vers l'arrière par rapport aux lignes de forage extérieures (7', 7") et les rayons de forage des dispositifs de coupe (10) des lignes de forage (7) adjacentes se coupant, et avec au moins un joug (20) dans lequel les lignes de forage (7) sont montées rotatives et couplées les unes aux autres, une vis de transport (11) étant placée à la suite du dispositif de coupe (10) sur la ligne de forage (7) respective, de telle sorte qu'une zone de traitement soit formée au-dessous du joug (20),
    caractérisé en ce que
    les vis de transport (11) des deux lignes de forage extérieures (7) sont réalisées avec un diamètre réduit à hauteur de la vis de transport (11) de la ligne de forage centrale (7), et
    en ce que le joug (20) présente au niveau de la ligne de forage centrale décalée (7''') une déviation (22) dans la direction du décalage.
  2. Dispositif de forage selon la revendication 1,
    caractérisé en ce qu'
    une alimentation en suspension destinée à une suspension durcissable est prévue sur au moins l'une des lignes de forage (7).
  3. Dispositif de forage selon l'une quelconque des revendications 1 ou 2,
    caractérisé en ce qu'
    au-dessus du joug (20), des éléments de mélange (14) sont placés le long des lignes de forage (4) pour former une zone de mélange.
  4. Dispositif de forage selon l'une quelconque des revendications 1 à 3,
    caractérisé en ce que
    la vis de forage (11) ne présente pas plus d'une hauteur de pas.
  5. Procédé pour réaliser un forage dans le sol, qui est ménagé dans le sol par entraínement rotatif et enfoncement simultané de trois lignes de forage (7) placées côte à côte avec chacune un dispositif de coupe (10) à leur extrémité côté sol, l'extrémité côté sol d'une ligne de forage centrale (7''') étant placée avec un décalage vers l'arrière par rapport aux lignes de forage extérieures (7', 7") et les rayons de forage des dispositifs de coupe (10) des lignes de forage (7) adjacentes se coupant, et les lignes de forage (7) étant couplées par au moins un joug (20) dans lequel les lignes de forage (7) sont montées rotatives, une vis de transport (11) étant placée à la suite du dispositif de coupe (10) sur la ligne de forage (7) respective, de telle sorte qu'une zone de traitement soit formée au-dessous du joug (20),
    caractérisé en ce que
    les vis de transport (11) des deux lignes de forage extérieures (7) sont réalisées avec un diamètre réduit à hauteur de la vis de transport (11) de la ligne de forage centrale (7), et
    en ce que les zones de traitement respectives le long des vis de forage (7) respectives au-dessous du joug (20) sont compensées au moins partiellement les unes par rapport aux autres par une déviation (22) du joug (20) dans la direction du décalage de la ligne de forage centrale (7''').
  6. Procédé selon la revendication 5,
    caractérisé en ce que
    le matériau du sol est fragmenté dans la zone de traitement au-dessous du joug (20) et en ce qu' au moyen d'éléments mélangeurs (14), le matériau de sol fragmenté est mélangé dans une zone de mélange au-dessus du joug (20) avec une suspension introduite.
  7. Procédé selon l'une quelconque des revendications 5 ou 6,
    caractérisé en ce que
    les deux lignes de forage extérieures (7', 7'') sont entraínées dans des directions de rotation opposées.
  8. Procédé selon l'une quelconque des revendications 5 à 7,
    caractérisé en ce que
    l'introduction de suspension s'effectue par l'intermédiaire de la ligne de forage centrale (7''').
  9. Procédé selon l'une quelconque des revendications 5 à 8,
    caractérisé en ce que, pour le mélange, les lignes de forage (7) sont remontées puis redescendues à des intervalles de temps déterminés.
  10. Procédé selon l'une quelconque des revendications 5 à 9,
    caractérisé en ce que,
    lors de la remontée des lignes de forage (7), du sable ou un autre matériau est insufflé dans le forage.
EP03009634A 2002-05-02 2003-04-29 Disposif et méthode pour forer dans le sol Expired - Lifetime EP1359257B1 (fr)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
DE10219742 2002-05-02
DE10219742 2002-05-02
DE10301072 2003-01-14
DE10301072A DE10301072A1 (de) 2002-05-02 2003-01-14 Bohrvorrichtung und Verfahren zum Erstellen einer Bohrung im Boden

Publications (2)

Publication Number Publication Date
EP1359257A1 EP1359257A1 (fr) 2003-11-05
EP1359257B1 true EP1359257B1 (fr) 2005-07-06

Family

ID=29216856

Family Applications (1)

Application Number Title Priority Date Filing Date
EP03009634A Expired - Lifetime EP1359257B1 (fr) 2002-05-02 2003-04-29 Disposif et méthode pour forer dans le sol

Country Status (6)

Country Link
EP (1) EP1359257B1 (fr)
JP (1) JP3830460B2 (fr)
AT (1) ATE299205T1 (fr)
ES (1) ES2244857T3 (fr)
HK (1) HK1058954A1 (fr)
SG (1) SG102712A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2681006C1 (ru) * 2016-11-18 2019-03-01 Китайский Университет Горного Дела И Технологии Автоматическая система управления врубовой машины и способ управления на основе машинного зрения и взаимодействия датчиков

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ITTO20050447A1 (it) * 2005-06-28 2006-12-29 Soilmec Spa Attrezzatura e metodo di miscelazione in sito per la formazione di diaframmi.
CN105178297B (zh) * 2015-08-09 2016-11-30 重庆晨宇机床制造有限公司 八边形搅拌桩墙机的一种用法
KR101700848B1 (ko) * 2016-04-14 2017-02-01 조준열 오거 파일
CN106049474A (zh) * 2016-06-29 2016-10-26 滕彦斐 凹圆十字钻机
CN106049475A (zh) * 2016-06-29 2016-10-26 滕彦斐 一种矩形钻机
CN108894725B (zh) * 2018-08-07 2024-03-29 江西基业良工桩机制造有限公司 用于基坑连续咬合桩挡墙的钻孔机
CN111962609A (zh) * 2020-08-27 2020-11-20 王旭 一种基于生态恢复的移动式地下水填充设备

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55159017A (en) * 1979-05-25 1980-12-10 Kawasaki Heavy Ind Ltd Improving apparatus for soft ground at sea bed
JPS5850217A (ja) * 1981-09-22 1983-03-24 Asuku Kenkyusho:Kk 削孔混練機
US4909675A (en) 1988-08-24 1990-03-20 Osamu Taki In situ reinforced structural diaphragm walls and methods of manufacturing
DE4219150C1 (en) 1992-06-11 1993-09-23 Bauer Spezialtiefbau Gmbh, 86529 Schrobenhausen, De Underground mortar column prodn. - by drilling with auger through which hardenable suspension is fed
US5417522A (en) * 1993-09-23 1995-05-23 S. M. W. Seiko Soil fragmentation members and multiple lateral support structures for improved soil mixing and efficient boring for use on multi-shaft auger soil mixing apparatus
WO1995011349A1 (fr) 1993-10-22 1995-04-27 Chemical Grouting Company Ltd. Dispositif excavateur a arbres multiples
JPH0827772A (ja) * 1994-07-20 1996-01-30 Nippon Concrete Ind Co Ltd 地盤改良用混合攪拌装置
JP3156043B2 (ja) * 1997-04-11 2001-04-16 株式会社竹中土木 地盤改良用の３軸同期装置及びこれを利用した３軸混合処理機とケーシングパイプ式地盤改良装置

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2681006C1 (ru) * 2016-11-18 2019-03-01 Китайский Университет Горного Дела И Технологии Автоматическая система управления врубовой машины и способ управления на основе машинного зрения и взаимодействия датчиков

Also Published As

Publication number Publication date
SG102712A1 (en) 2004-03-26
ES2244857T3 (es) 2005-12-16
JP3830460B2 (ja) 2006-10-04
EP1359257A1 (fr) 2003-11-05
HK1058954A1 (en) 2004-06-11
ATE299205T1 (de) 2005-07-15
JP2003328386A (ja) 2003-11-19

Similar Documents

Publication Publication Date Title
EP1752583B1 (fr) Fraiseuse à rideau souterrain et procédé pour creuser des tranchées dans le sol
EP1895090B1 (fr) Procédé et dispositif de réalisation d'un trou de forage dans le sol
EP0434924B1 (fr) Dispositif pour forer un puits adjacent ou dévié à partir d'un puits, notamment d'un puits tubé
EP1849919B1 (fr) Engin de forage et méthode de construction d'une colonne forée dans le sol
DE3501439A1 (de) Erdverdraengungsbohrer und verfahren zur herstellung eines pfeilers mittels eines solchen bohrers
EP2133507B1 (fr) Dispositif et procédé de forage
EP3296468B1 (fr) Procédé et fraiseuse à rideau souterrain pour réaliser une tranchée dans le sol
EP1359257B1 (fr) Disposif et méthode pour forer dans le sol
DE2701044A1 (de) Erdbohrvorrichtung
EP0293584B1 (fr) Dispositif de forage pour méthode de forage par injection à haute pression
EP1640507A1 (fr) Appareil de forage pour pieu
EP2423388A1 (fr) Procédé et dispositif de fabrication d'une paroi moulée
EP3115511A1 (fr) Procédé de fabrication d'un mur de pieux de perçage superposé
EP2246482B1 (fr) Procédé et dispositif d'établissement d'un élément de fondation à friction partiellement réduite
EP1400633B1 (fr) Tête de forage
EP2011958B1 (fr) Tarière
EP2703596B1 (fr) Dispositif de forage et procédé d'établissement d'un forage
EP1457602A2 (fr) Procedée de produire une structure de fondation
EP0837190A2 (fr) Dispositif et procédé pour la réalisation controlée de pieux et parois moulées dans le sol
EP2666911B1 (fr) Procédé de fabrication d'une paroi en mortier fixée dans le sol
DE10301072A1 (de) Bohrvorrichtung und Verfahren zum Erstellen einer Bohrung im Boden
DE4107834A1 (de) Verdraengerbohrer sowie antriebseinrichtung fuer einen solchen
EP2843138B1 (fr) Procédé et dispositif destinés à la fabrication de poteaux de sol
EP1626127A1 (fr) Appareil de fraisage et méthode d'obtention d'un trou fraisé
DE2837397A1 (de) Vorrichtung fuer die herstellung von fundamentbohrungen u.dgl.

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 BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IT LI LU MC NL PT RO SE SI SK TR

AX Request for extension of the european patent

Extension state: AL LT LV MK

17P Request for examination filed

Effective date: 20031014

17Q First examination report despatched

Effective date: 20040212

REG Reference to a national code

Ref country code: HK

Ref legal event code: DE

Ref document number: 1058954

Country of ref document: HK

AKX Designation fees paid

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IT LI LU MC NL PT RO SE SI SK TR

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 BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IT LI LU MC NL PT RO SE SI SK TR

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

Ref country code: CZ

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: 20050706

Ref country code: TR

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: 20050706

Ref country code: SK

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: 20050706

Ref country code: SI

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: 20050706

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: 20050706

Ref country code: EE

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: 20050706

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: 20050706

Ref country code: RO

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: 20050706

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: LANGUAGE OF EP DOCUMENT: GERMAN

REF Corresponds to:

Ref document number: 50300716

Country of ref document: DE

Date of ref document: 20050811

Kind code of ref document: P

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

Effective date: 20050815

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: 20051006

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: 20051006

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: 20051006

Ref country code: BG

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: 20051006

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: 20051212

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2244857

Country of ref document: ES

Kind code of ref document: T3

REG Reference to a national code

Ref country code: HK

Ref legal event code: GR

Ref document number: 1058954

Country of ref document: HK

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

Ref country code: HU

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: 20060107

REG Reference to a national code

Ref country code: IE

Ref legal event code: FD4D

ET Fr: translation filed
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: 20060430

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

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

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

26N No opposition filed

Effective date: 20060407

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

Ref country code: AT

Payment date: 20070427

Year of fee payment: 5

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: CH

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

Effective date: 20070430

Ref country code: LI

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

Effective date: 20070430

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: 20060429

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: 20050706

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: 20080429

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

Ref country code: ES

Payment date: 20090430

Year of fee payment: 7

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

Ref country code: DE

Payment date: 20090429

Year of fee payment: 7

Ref country code: IT

Payment date: 20090417

Year of fee payment: 7

Ref country code: NL

Payment date: 20090430

Year of fee payment: 7

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

Ref country code: BE

Payment date: 20090506

Year of fee payment: 7

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

Ref country code: FR

Payment date: 20090625

Year of fee payment: 7

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

Ref country code: GB

Payment date: 20090403

Year of fee payment: 7

BERE Be: lapsed

Owner name: *BAUER MASCHINEN G.M.B.H.

Effective date: 20100430

REG Reference to a national code

Ref country code: NL

Ref legal event code: V1

Effective date: 20101101

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

Effective date: 20100429

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20101230

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 NON-PAYMENT OF DUE FEES

Effective date: 20101101

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: 20101103

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: 20100429

Ref country code: GB

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

Effective date: 20100429

Ref country code: BE

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

Effective date: 20100430

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20110712

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: 20110630

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: 20100430

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

Ref country code: FR

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

Effective date: 20100430