EP2703564B1 - Cadre de guidage pour guider un dispositif de fraisage - Google Patents

Cadre de guidage pour guider un dispositif de fraisage Download PDF

Info

Publication number
EP2703564B1
EP2703564B1 EP12006165.0A EP12006165A EP2703564B1 EP 2703564 B1 EP2703564 B1 EP 2703564B1 EP 12006165 A EP12006165 A EP 12006165A EP 2703564 B1 EP2703564 B1 EP 2703564B1
Authority
EP
European Patent Office
Prior art keywords
pipe
guide frame
cutting apparatus
trench wall
tube
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.)
Active
Application number
EP12006165.0A
Other languages
German (de)
English (en)
Other versions
EP2703564A1 (fr
Inventor
Christian Herrmann
Leonhard Weixler
Maximilian Arzberger
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
Application filed by Bauer Maschinen GmbH filed Critical Bauer Maschinen GmbH
Priority to EP12006165.0A priority Critical patent/EP2703564B1/fr
Priority to US14/012,959 priority patent/US9297137B2/en
Priority to KR1020130102808A priority patent/KR20140029276A/ko
Priority to CN201310612814.6A priority patent/CN103669353B/zh
Publication of EP2703564A1 publication Critical patent/EP2703564A1/fr
Application granted granted Critical
Publication of EP2703564B1 publication Critical patent/EP2703564B1/fr
Priority to KR1020160080730A priority patent/KR101673286B1/ko
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00—Excavations; Bordering of excavations; Making embankments
    • E02D17/13—Foundation slots or slits; Implements for making these slots or slits
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D9/00—Removing sheet piles bulkheads, piles, mould-pipes or other moulds or parts thereof
    • E02D9/04—Removing sheet piles bulkheads, piles, mould-pipes or other moulds or parts thereof by cutting-off under water
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
    • E02D7/28—Placing of hollow pipes or mould pipes by means arranged inside the piles or pipes
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B4/00—Drives for drilling, used in the borehole
    • E21B4/18—Anchoring or feeding in the borehole
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D13/00—Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
    • E02D13/04—Guide devices; Guide frames
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D13/00—Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
    • E02D13/08—Removing obstacles
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00—Miscellaneous

Definitions

  • the invention relates to a guide frame for guiding a milling device and a method for anchoring a pipe in the ground according to the preamble of claim 13.
  • a generic guide frame and a generic method for anchoring a pipe go out of the US-A-4742876 out.
  • a pipe In a waterbed, a pipe is first driven into it. Subsequently, the interior of the tube is milled by means of a conventional slot wall milling device. In this case, the trench wall milling device is guided over a guide frame, which is attached to the top of the tube.
  • the milling cross section of the slot wall milling device is to be largely matched to the pipe cross section.
  • Trench wall-milling devices also called trench wall milling
  • the trench wall FrĂ€svorrichung has a box-shaped frame, at the lower end of which rotationally driven cutting wheels are arranged, as it is approximately from the DE 41 41 629 C2 evident.
  • a slot segment is formed with a rectangular milling cross section, which is filled with a curable composition.
  • a shaft-making machine in which a single milling drum is provided.
  • the single milling drum is pivotally mounted on a base frame via a telescopic arm. Due to the adjustability of the swivel arm, a relatively large work surface can be machined and milled with the individual milling roller.
  • JP-A-05171641 or the JP-A-62284818 go forth comparable manhole machines, which have one or more rotating milling heads, which are pivotally mounted on a base frame.
  • the milling heads are rotatably driven in these milling devices about vertical axes of rotation.
  • the pile tubes are usually rammed by means of suitable piling in the seabed. Since the seabed is usually sufficiently soft, a ramming is basically possible even with relatively large pipe diameters. However, it may happen that there are hard rock layers or boulders in the soil, which make further ramming of the pipe considerably difficult or even impossible. Especially for pipes with a large diameter such rock layers or boulders can lead to considerable problems in anchoring.
  • the invention is therefore based on the object to provide a device by means of which the anchoring of a pipe in the ground can be supported.
  • the invention is also based on the object of specifying an economical method for anchoring a pipe in the ground.
  • the guide frame according to the invention for guiding a milling device within a tube inserted into the ground comprises a frame which is insertable into the tube and has a guide along which the milling device is displaceable, a clamping device for clamping and fixing the frame in the tube and an adjusting device with which the milling device is adjustable in a transverse direction to the tube axis within the tube.
  • the inventive method for anchoring a pipe in the ground comprises the steps of: ramming the pipe into the ground, inserting a guide frame with a milling device mounted therein into the pipe and lowering within the pipe, tightening the guide frame within the pipe and removing soil within the pipe Tube by rotationally driving at least one cutting wheel of the milling device and axial lowering of the milling device within the guide frame.
  • the guide frame according to the invention serves to guide a milling device axially within a pipe partially introduced into the ground in order to excavate and / or shred soil material inside or below the pipe.
  • the introduction, in particular ramming, of the pipe into the ground can hereby be supported by, for example, crushing and / or removing hard material below the pipe, which impedes further driving in of the pipe, by means of the milling device.
  • a hard material may be, for example, a foundling, which projects below the tube into the tube cross-section. After removal of the hard material or foundling, the pipe can be further introduced into the soil.
  • the pipe may in particular be a supporting mast to be anchored in the ground, for example for a wind energy plant, preferably an offshore wind energy plant.
  • Such masts may have diameters of several meters, for example five meters or more.
  • the mast tapers upwards, in particular above the water surface, since there lower forces act.
  • the milling device is a trench wall cutter with horizontally mounted cutting wheels and a substantially rectangular milling cross section. Such milling devices are well known and are commonly used for creating FrĂ€sschlitzen in the ground.
  • such a standard milling machine can also be used for excavating soil within a pipe introduced into the soil.
  • an essential aspect is that the milling device has a smaller cross-section than the inner cross section of the tube section introduced into the bottom in order to be able to lift it into the tube through the tapered upper section.
  • a first basic idea of the invention is to guide the milling device axially within the tube, in order to remove soil by means of the smaller-diameter milling device in a defined subarea of the tube cross-section and reliably avoid damage to the tube.
  • the milling device is axially displaceably mounted on a frame of the guide frame, so that it can be lowered relative to the frame during the milling process.
  • the frame in turn can be firmly clamped within the cross section of the tube, so that a reliable guide is realized.
  • Another basic idea of the invention is to be able to adjust the milling device, in particular between individual milling operations, within the tube in the transverse direction.
  • the adjustment provided for this purpose thus moves the milling device in a direction transverse to the tube axis pipe cross-sectional plane.
  • This is based on the fact that the cross section of the milling device is smaller and usually has a different shape than the inner cross section of the tube in which the milling device is used. Due to the adjustment of the milling device within the tube targeted different portions of the pipe cross-section can be excavated. By repeatedly displacing the milling device, it is even possible to excavate soil in the region of the entire pipe cross-section.
  • the adjusting device comprises a turning device, by means of which the milling device is rotatable within the tube.
  • a turning device by means of which the milling device is rotatable within the tube.
  • an inner frame of the guide frame, on which the milling device is mounted are rotated relative to an outer frame braced in the tube.
  • the entire guide frame, which is tensioned or clamped in the tube is rotatable in the tube.
  • the adjusting device comprises a displacement device by means of which the milling device is displaceable transversely to the tube axis.
  • a displacement device by means of which the milling device is displaceable transversely to the tube axis.
  • the frame is clamped by means of extendable clamping or spreading arms in the tube, wherein the clamping arms allow different radial positioning of the FrĂ€srahmens within the tube cross-section.
  • opposing clamping arms can be provided, which are selectively different, so non-symmetrical to each other, are extendable.
  • At least one roller is provided, which rests for rotating the frame with the milling device to the tube axis on a tube inner wall of the tube and rolls.
  • the at least one roller is designed as a support roller, which is supported on the pipe inner wall and so carries the guide frame.
  • the support roller can be preferably held by frictional engagement on the pipe inner wall.
  • the support roller can be pressed against the pipe inner wall and thus forms a part of the clamping device, with which the guide frame is clamped in the pipe. In this way, the guide frame can be rotated during the clamped state in the tube.
  • several rollers are provided.
  • At least one rotary drive is provided, with which the at least one roller for generating a rotational movement of the frame can be driven.
  • the at least one roller for generating a rotational movement of the frame can be driven.
  • the at least one roller for contacting the pipe inner wall relative to the frame frame is radially extendable.
  • the radially extendable roller allows on the one hand a distortion of the frame within the tube and on the other hand an adaptation to different pipe cross-sections.
  • the clamping device preferably has at least one clamping element, which is radially extendable relative to the frame.
  • a clamping element for example a clamping or clamping jaw, a hydraulic cylinder may be provided.
  • the clamping element can also be formed by the support roller, so that in the clamped state, a rotation of the guide frame is possible.
  • the frame has a stop by means of which the guide frame can be supported on the milling device.
  • the guide frame can be put on the milling device and supported by this or wear.
  • a cable suspension is provided on the milling device, with which it can be hung on a support device. This makes it possible to provide for lowering or raising the guide frame no separate lifting device. Instead, the guide frame can be held over the milling device and inserted into the tube or pulled out of it.
  • the cutting device for undercutting a region below a tube wall of the tube can be arranged and guided obliquely within the tube.
  • the entire guide frame within the tube obliquely, that is transversely to a longitudinal axis of the tube can be arranged.
  • an obliquely routable milling device can be used to mill off an area underneath the pipe wall in order, for example, to crush or remove hard rock like a foundling there.
  • the guide frame preferably comprises differently extendable clamping arms.
  • At least one roller is provided, which rolls upon rotation of the frame around the tube axis on a tube inner wall of the tube and that the at least one roller is mounted radially extendable on a relative to the frame radially extendable clamping element.
  • a fixed tension or a tension in which the guide frame is rotatable within the tube, can be set.
  • the frame can be firmly clamped inside the tube by means of the radially extendable clamping element, for example a clamping jaw.
  • the roller in particular support roller, can be used for tensioning the guide frame.
  • the roller mounted on the tensioning element can be extended radially relative to the tensioning element so that it projects radially beyond the contact surface of the tensioning element.
  • a hydraulic connection can be provided on the guide frame, which can be coupled to a hydraulic connection of the milling device.
  • the guide frame can thus be supplied with hydraulic fluid via the milling device, which is connected to a hydraulic unit. A separate hydraulic supply of the guide frame is then not required.
  • the invention further relates to a device for removing soil within an at least partially introduced into the ground or rammed pipe.
  • the device comprises a guide frame according to the invention and a milling device which is mounted on the guide frame and comprises a milling frame and at least one cutting wheel mounted on the milling frame.
  • the unit consisting of the milling device and guide frame is provided in particular for excavating soil within a pipe, in particular a supporting mast or pile pipe to be anchored in a soil.
  • the milling device may in particular be a standard milling machine, for example a trench wall cutter.
  • the guide frame is adapted to be placed on such a standard router and held by this.
  • a cable suspension is provided on the milling device.
  • the milling device can be suspended on a carrier cable via a carrying cable.
  • further steps are provided: adjusting the milling device in a transverse direction to the tube axis within the tube, in particular turning and / or moving the milling device within the tube, and removing soil along a different milling cross section within the tube by rotationally driving the at least one cutting wheel of the milling device and axially lowering the milling device within the guide frame.
  • multiple adjustments of the milling device within the tube cross-section can be using the smaller diameter milling device approximately cancel the entire cross section of the tube.
  • the milling device is arranged eccentrically within the pipe cross-section and successively rotated within the pipe cross-section until the entire pipe cross-section is dug.
  • the milling device can be inclined within the tube cross-section, ie inclined relative to the tube axis, clamped, and remove soil below the tube wall. This makes it particularly easy to remove an obstacle below the pipe wall.
  • Fig. 1 shows a milling device 12 for removing soil, which in particular can also be referred to as a trench wall cutter and represents a standard milling machine. It shows Fig. 1a ) the milling device 12 in a first side view, Fig. 1b ) the milling device 12 in a second side view and Fig. 1c ) a top view of the milling device 12th
  • the milling device 12 comprises a milling frame 14, at the lower end of which a plurality of cutting wheels 16 are rotatably mounted in pairs about respective horizontal axes of rotation.
  • the milling frame 14 comprises lateral guide surfaces 18, which extend along a vertical longitudinal axis 11.
  • the milling frame 14 comprises a stop 20, on which an inventive guide frame 30 to be described below can be placed.
  • the milling device 12 has a substantially rectangular cross-section.
  • a cable suspension 22 is provided, by means of which the milling device 12 to support cables 24 ( FIGS. 6 to 8 ) can be hung.
  • a hydraulic connection 26 is furthermore provided, to which hydraulic lines 28 can be connected ( FIGS. 6 to 8 ).
  • the support cables 24 and the hydraulic lines 28 extend vertically from the milling device 12 up to a carrier, not shown, on which the milling device 12 is suspended.
  • FIGS. 2a) to 2c ) show a guide frame 30 according to the invention in views corresponding to Fig. 1 .
  • the guide frame 30 has a frame 32, in which a receiving space 34 for receiving a milling device 12, as in Fig. 1 shown, is formed.
  • the frame 32 includes an inner frame 37 having a rectangular cross section and a guide 36 for receiving and guiding the milling device 12 and two outer frames 38, each with a trapezoidal cross-section, arranged on opposite sides of the inner frame 37.
  • the outer frames accommodate a clamping device 40 for clamping the frame frame 32 and an adjusting device 60 for adjusting the frame frame 32 within a tube 4.
  • a pivot lever 42 is pivotally mounted and pivotable between a retracted position within the cross section of the frame 32 and a laterally issued position.
  • a clamping element 46 At an outer end of the pivot lever 42 or clamping arm is a clamping element 46, which may also be referred to as a clamping jaw or clamping shoe, for application to an inner wall of a pipe 4th ( Figures 4 to 8 ) for clamping the guide frame 30 in the tube 4.
  • the clamping or clamping element 46 has a curved clamping or clamping surface for application to the curved inner wall of the tube 4.
  • a clamping cylinder 44 for pivoting the pivot lever 42, a clamping cylinder 44, in particular a hydraulic cylinder, is provided which is articulated on the one hand to the frame 32 and on the other hand on the pivot lever 42.
  • the pivot point on the pivot lever 42 is located approximately centrally between the clamping element 46 and the axis of rotation of the pivot lever 42.
  • the pivot point on the frame 32 is disposed above the pivot point of the pivot lever 42.
  • the clamping device 40 comprises opposing, in particular identically formed clamping units or pivot lever arrangements for clamping the guide frame in the tube 4.
  • the clamping units can be differently and / or independently operable to eccentrically clamp the guide frame 30 in the tube 4.
  • one of the clamping elements 46 can be extended further relative to the cross section of the frame 32 than the respective other.
  • each clamping unit can be operated independently, so that the guide frame 30 by appropriate Positions of the clamping units can also be clamped obliquely to the tube axis 5 in the tube 4.
  • the guide frame 30 thus comprises a pivoting device for tilting the guide frame 30 within the tube 4.
  • the clamping elements 46 are extended at different heights of the guide frame 30 different degrees. This allows a guide of the milling device 12 obliquely to the tube axis 5, so that even an area below the tube wall can be edited, for example, to remove there a boulder.
  • the clamping elements 46 are pivotally mounted on the pivot lever 42 about a horizontal axis.
  • a pivoting device 48 for pivoting the clamping elements 46 relative to the pivoting lever 42, a pivoting device 48, in particular a pivoting cylinder, is provided.
  • the pivoting of the clamping elements 46 is used in particular to adapt their orientation to the respective position of the pivot lever 42.
  • the clamping units to be operated differently can also be regarded as part of a displacement device 70 with which the guide frame 30 can be moved in a transverse direction to the tube axis 5 within the tube 4.
  • the transverse displacement of the guide frame 30 can be effected in particular by different actuation of opposing clamping cylinders 44.
  • the guide frame 30 comprises, as part of the adjusting device 60, a turning device 62 with rollers 64 for application to an inner wall of the tube 4. At least one of the rollers 64 is rotatably driven by a rotary drive 66 to rotate the guide frame 30 within the tube 4 along the tube inner wall , Preferably, two of the four rollers are designed as driven rollers.
  • the rollers 64 are mounted on the frame 32 radially adjustable, so that they are adjustable between a retracted position in which they are withdrawn from the pipe inner wall, and an abutment position in which they rest against the pipe inner wall.
  • an adjusting device 68 in particular a hydraulic cylinder is provided.
  • the rollers 64 are mounted on the clamping elements 46.
  • the rollers 64 are opposite the clamping elements 46 radially movable between a position in which they protrude relative to the contact surface of the clamping elements 46 to the outside and a position in which they are withdrawn relative to the contact surface.
  • the rollers 64 are in particular designed as carrying rollers and can hold the guide frame 30 by means of frictional engagement in the tube 4.
  • the rollers 64 can thus also be regarded as part of the clamping device 40, wherein they serve as clamping elements for engagement with the pipe inner wall.
  • the guide frame 30 can thus be clamped by radial extension of the rollers 64 in the tube 4 and, as it were twisted in the clamped state in the pipe.
  • the guide frame 30 is connected via a hydraulic connection 82 to a corresponding hydraulic connection 80 of the milling device 12.
  • a guide frame 30 is shown with a milling device 12 inserted therein.
  • the guide frame 30 is placed from above on the milling device 12 and rests on the milling frame 14.
  • a stop 33 is provided with a downwardly directed abutment surface, by means of which the guide frame rests on the stop 20 of the milling frame 14.
  • the milling device 12 thus carries the guide frame 30.
  • the cutting wheels 16 of the milling device 12 protrude downward relative to the guide frame 30.
  • Fig. 4 shows in different views an inserted into a pipe 4 device 10 for removing soil, which comprises a milling device 12 with a guide frame 30 mounted thereon.
  • the milling device 12 is held by carrying cables 24 by a carrier device, which may be located, for example, on a platform or a ship on the water surface 3.
  • a carrier device which may be located, for example, on a platform or a ship on the water surface 3.
  • the guide frame 30 rests on the stop 20 of the milling device 12 and is held over it.
  • the milling device 12 has a smaller cross section than the tube 4.
  • the guide frame 30 is clamped by means of the clamping device 40 in the tube 4.
  • the milling device 12 relative to the guide frame 30 for removing soil material can be moved downward, as in the upper representations of Fig. 4 shown.
  • An inventive method for introducing a pipe into the ground is the example of anchoring a foundation or pile pipe for an offshore wind turbine with respect to the FIGS. 5 to 8 described:
  • the pipe 4 of the offshore wind turbine is driven by means of an attachment hammer in the ground 1 or the seabed until it optionally encounters a boulder 2, as in Fig. 5 indicated schematically.
  • the tube 4 comprises a larger diameter lower portion 8 and a smaller diameter upper portion 6.
  • a water surface is designated by the reference numeral 3.
  • the device 10 according to the invention which can also be referred to as a erratic bur, is used, which fits into the upper tapered opening of the pile tube.
  • the milling device 12 is inserted from above into the tube 4 and lowered by means of a support cable 24 to the bottom surface or to the seabed.
  • the milling device is then clamped in the pile tube by means of the guide frame 30, which can also be referred to as a clamping and adjusting frame and rests on the milling device 12 ( Fig. 6 ).
  • the pile tube is drilled in sections and by moving the milling device 12 by means of the guide frame 30.
  • the milling device 12 can be offset laterally and / or by a certain amount, for example 90 °, are pivoted.
  • the fixed tension of the guide frame 30 is released, the guide frame 30 is raised, offset and / or rotated and set again by means of the clamping elements 46.
  • Fig. 9 shows a plan view of a tube 4 with a device 10 inserted therein for removing soil.
  • the clamping device 40 is fully retracted for bracing the guide frame 30 and is located within the cross section of the frame 32.
  • the cross section of the frame 32 with retracted clamping device is dimensioned so that it in the tapered portion 6 of the pipe 4th fits.
  • the inventive device 10 and the corresponding method the ramming of a tubular body in the ground, especially in a river bottom, be greatly simplified.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Geology (AREA)
  • Physics & Mathematics (AREA)
  • Environmental & Geological Engineering (AREA)
  • Fluid Mechanics (AREA)
  • Mechanical Engineering (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
  • Earth Drilling (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)

Claims (14)

  1. Cadre de guidage (30) destiné au guidage, à l'intérieur d'un tube (4) introduit dans le sol, d'un dispositif de fraisage (12) de paroi moulée ayant une section transversale de fraisage rectangulaire, avec :
    - un support de cadre (32), qui comprend un guide (36) le long duquel le dispositif de fraisage (12) peut ĂȘtre dĂ©placĂ©,
    caractérisé :
    - en ce que le support de cadre (32) peut ĂȘtre utilisĂ© dans le tube (4) de section transversale plus grande,
    - en ce que le support de cadre (32) comprend un espace de rĂ©ception (34), destinĂ© Ă  la rĂ©ception du dispositif de fraisage (12) de paroi moulĂ©e, et une butĂ©e (33), au moyen de laquelle le support de cadre (32) peut ĂȘtre mis en place et en appui sur le dispositif de fraisage (12) de paroi moulĂ©e,
    - en ce qu'un dispositif de serrage (40) est prévu pour le serrage et la fixation du support de cadre (32) dans le tube (4) de section transversale plus grande, et
    - en ce qu'un dispositif de réglage (60) est prévu, avec lequel le dispositif de fraisage (12) de paroi moulée est réglable à l'intérieur du tube (4) dans une direction transversale par rapport à l'axe (5) du tube.
  2. Cadre de guidage selon la revendication 1,
    caractérisé :
    en ce que le dispositif de rĂ©glage (60) incorpore un dispositif d'entraĂźnement en rotation (62), au moyen duquel le dispositif de fraisage (12) de paroi moulĂ©e peut ĂȘtre entraĂźnĂ© en rotation Ă  l'intĂ©rieur du tube (4).
  3. Cadre de guidage selon la revendication 1 ou 2,
    caractérisé :
    en ce que le dispositif de rĂ©glage (60) incorpore un dispositif de dĂ©placement (70), au moyen duquel le dispositif de fraisage (12) peut ĂȘtre dĂ©placĂ© transversalement Ă  l'axe (5) du tube.
  4. Cadre de guidage selon une des revendications 1 Ă  3,
    caractérisé :
    en ce qu'il est prévu au moins un rouleau (64) qui, en vue de la rotation du support de cadre (32) avec le dispositif de fraisage (12) autour de l'axe (5) du tube, est en appui et roule sur une paroi interne de tube du tube (4).
  5. Cadre de guidage selon la revendication 4,
    caractérisé :
    en ce qu'il est prĂ©vu au moins un entraĂźnement en rotation (66), avec lequel le au moins un rouleau (64) peut ĂȘtre entraĂźnĂ© pour la production d'un mouvement de rotation du support de cadre (32).
  6. Cadre de guidage selon la revendication 4 ou 5,
    caractérisé :
    en ce que le au moins un rouleau (64) peut ĂȘtre dĂ©placĂ© de maniĂšre radiale pour la mise en contact de la paroi interne de tube par rapport au support de cadre (32).
  7. Cadre de guidage selon une des revendications 1 Ă  6,
    caractérisé :
    en ce que le dispositif de serrage (40) comprend au moins un Ă©lĂ©ment de serrage (46), qui peut ĂȘtre dĂ©placĂ© de maniĂšre radiale par rapport au support de cadre (32).
  8. Cadre de guidage selon une des revendications 1 Ă  7,
    caractérisé :
    en ce que le dispositif de fraisage (12) de paroi moulĂ©e peut, pour le creusement d'une zone au-dessous d'une paroi de tube du tube (4), ĂȘtre disposĂ© et guidĂ© de maniĂšre oblique Ă  l'intĂ©rieur du tube (4).
  9. Cadre de guidage selon une des revendications 1 Ă  8,
    caractérisé :
    en ce qu'il est prévu au moins un rouleau (64), qui, lors d'une rotation du support de cadre (32) autour de l'axe (5) du tube, roule sur une paroi interne de tube du tube (4), et
    en ce que le au moins un rouleau (64) est mis en place en pouvant ĂȘtre dĂ©placĂ© de maniĂšre radiale contre un Ă©lĂ©ment de serrage (46) dĂ©plaçable de maniĂšre radiale par rapport au support de cadre (32).
  10. Cadre de guidage selon une des revendications 1 Ă  9,
    caractérisé :
    en ce que, pour la distribution d'un fluide hydraulique au dispositif de rĂ©glage (60) et/ou au dispositif de serrage (40), il est prĂ©vu sur le cadre de guidage (30) un raccord hydraulique (80), qui peut ĂȘtre couplĂ© Ă  un raccord hydraulique (82) du dispositif de fraisage de paroi moulĂ©e.
  11. Dispositif pour l'enlÚvement de la matiÚre du sol à l'intérieur d'un tube (4) introduit au moins en partie dans le sol, avec :
    - un cadre de guidage (30) selon une des revendications 1 Ă  10, et
    - un dispositif de fraisage (12) de paroi moulée, qui est mis en place sur le cadre de guidage (30) et qui incorpore un cadre de fraisage (14) sur lequel plusieurs roues de fraisage (16) sont, pour la formation d'une section transversale de fraisage rectangulaire, mises en place en étant aptes à tourner autour d'un axe de rotation horizontal.
  12. Dispositif selon la revendication 11
    caractérisé :
    en ce qu'une suspension par cùble (22) est prévue sur le dispositif de fraisage (12) de paroi moulée.
  13. Procédé d'ancrage d'un tube (4) dans le sol, qui comprend les étapes suivantes :
    - enfoncement du tube (4) dans le sol, et
    - enlÚvement de la matiÚre du sol (1) à l'intérieur du tube (4), au moyen d'un entraßnement en rotation de roues de fraisage (16) d'un dispositif de fraisage (12) de paroi moulée et d'un abaissement axial du dispositif de fraisage (12) de paroi moulée à l'intérieur du tube (4),
    caractérisé :
    - en ce qu'un dispositif selon la revendication 11 ou 12 est utilisé,
    - en ce que le cadre de guidage (30) du dispositif, avec le dispositif de fraisage (12) de paroi moulée qui y est mis en place, est utilisé dans le tube (4) de section transversale plus grande et est abaissé à l'intérieur du tube (4), et
    - en ce que le cadre de guidage (30) est serré à l'intérieur du tube (4).
  14. Procédé selon la revendication 13,
    caractérisé :
    en ce que sont prévus, en tant qu'étapes supplémentaires :
    - le réglage du dispositif de fraisage (12) de paroi moulée à l'intérieur du tube (4) dans une direction transversale par rapport à l'axe (5) du tube, et plus particuliÚrement la rotation et/ou le déplacement du dispositif de fraisage (12) à l'intérieur du tube (4), et
    - l'enlÚvement de la matiÚre du sol (1) le long d'une section transversale de fraisage différente à l'intérieur du tube (4), au moyen d'un entraßnement en rotation des roues de fraisage (16) du dispositif de fraisage (12) de paroi moulée et d'un abaissement axial du dispositif de fraisage (12) de paroi moulée à l'intérieur du cadre de guidage (30).
EP12006165.0A 2012-08-30 2012-08-30 Cadre de guidage pour guider un dispositif de fraisage Active EP2703564B1 (fr)

Priority Applications (5)

Application Number Priority Date Filing Date Title
EP12006165.0A EP2703564B1 (fr) 2012-08-30 2012-08-30 Cadre de guidage pour guider un dispositif de fraisage
US14/012,959 US9297137B2 (en) 2012-08-30 2013-08-28 Guide frame for guiding a cutting apparatus
KR1020130102808A KR20140029276A (ko) 2012-08-30 2013-08-29 절닚 임ìč˜ ê°€ìŽë“œìš© 가읎드 프레임
CN201310612814.6A CN103669353B (zh) 2012-08-30 2013-08-30 甹äșŽćŒ•ćŻŒćˆ‡ć‰ŠèźŸć€‡çš„ćŻŒć‘æž¶
KR1020160080730A KR101673286B1 (ko) 2012-08-30 2016-06-28 절닚 임ìč˜ ê°€ìŽë“œìš© 가읎드 프레임

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP12006165.0A EP2703564B1 (fr) 2012-08-30 2012-08-30 Cadre de guidage pour guider un dispositif de fraisage

Publications (2)

Publication Number Publication Date
EP2703564A1 EP2703564A1 (fr) 2014-03-05
EP2703564B1 true EP2703564B1 (fr) 2016-04-27

Family

ID=46888877

Family Applications (1)

Application Number Title Priority Date Filing Date
EP12006165.0A Active EP2703564B1 (fr) 2012-08-30 2012-08-30 Cadre de guidage pour guider un dispositif de fraisage

Country Status (4)

Country Link
US (1) US9297137B2 (fr)
EP (1) EP2703564B1 (fr)
KR (2) KR20140029276A (fr)
CN (1) CN103669353B (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3272946A1 (fr) 2016-07-22 2018-01-24 Bauer Spezialtiefbau GmbH Dispositif de guidage et procede de production d'une fente

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR3041025B1 (fr) 2015-09-10 2017-09-29 Soletanche Freyssinet Machine de forage suspendue a un cable de sustentation fixe au module de forage
FR3041024B1 (fr) 2015-09-10 2017-09-29 Soletanche Freyssinet Machine de forage munie d'un dispositif d'ancrage permettant un deplacement horizontal du module de forage en position ancree
NL2016401B1 (en) * 2016-03-09 2017-09-26 Ihc Holland Ie Bv Frame for guiding and supporting a foundation element, the frame comprising a plurality of guide mechanisms.
KR101912039B1 (ko) * 2017-04-07 2018-10-25 êč€ê·œìƒ 유압잭 확임 방식의 원형ꎀ 회전 ꎀ입임ìč˜
EP3401444B1 (fr) * 2017-05-11 2019-11-27 BAUER Maschinen GmbH Dispositif d'excavation de tranchée et procédé de fabrication de tranchées dans le sol
EP3473775A1 (fr) * 2017-10-19 2019-04-24 Soletanche Freyssinet SystÚme d'ancrage d'un pieu dans un trou de fondation et procédé correspondant
CN112227367B (zh) * 2020-09-30 2022-04-29 äž­èˆč捎捗èˆč舶æœșæą°æœ‰é™ć…Źćž 侀种ć‰ČæĄ©æœș的ć‰ČæĄ©æ–čæł•
NL2029399B1 (en) * 2021-10-13 2023-05-11 Gbm Works B V A detachable fluidisation device

Family Cites Families (21)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1534611A1 (de) * 1965-12-13 1969-08-28 Demag Ag Vorrichtung zur Kurvensteuerung einer ins Bohrloch einfahrenden Tunnelbohrmaschine
FR1568942A (fr) * 1967-04-19 1969-05-30
DE1658736C3 (de) * 1967-08-26 1975-12-11 Hughes Tool Co., Houston, Tex. (V.St.A.) Steuereinrichtung fĂŒr eine Tunnelvortriebsmaschine
US3784257A (en) * 1972-02-16 1974-01-08 Atlas Copco Ab Steering system for a tunnel boring machine
FR2588297B1 (fr) * 1985-10-09 1987-12-04 Soletanche Dispositif pour le forage sous-marin de fondations
JPH073049B2 (ja) * 1986-06-02 1995-01-18 東掋ć»șèš­æ ȘćŒäŒšç€Ÿ é‹ŒçźĄæ­ăźæ‰“èš­ć·„æł•
FR2605657A1 (fr) * 1986-10-22 1988-04-29 Soletanche Procede pour la realisation d'un pieu dans le sol, machine de forage et dispositif pour la mise en oeuvre de ce procede
DE3778542D1 (de) * 1987-07-28 1992-05-27 Menck Gmbh Vorrichtung zum abtrennen rohrfoermiger gruendungspfaehle unter wasser.
US4790886A (en) * 1987-11-24 1988-12-13 Daspit Ronald Albert Method and apparatus for remote under water torch cutting
JPH05263426A (ja) * 1991-03-12 1993-10-12 Teruo Takei ćœ°äž‹é€Łç¶šćŁé€ æˆç”šæŽ˜ć‰Šæ©Ÿ
JP3151453B2 (ja) * 1991-12-20 2001-04-03 æž…æ°Žć»șèš­æ ȘćŒäŒšç€Ÿ çźĄćŸ‹èš­ç”šæŽ˜ć‰ŠèŁ…çœź
JP3303115B2 (ja) 1992-08-28 2002-07-15 飛泶ć»șèš­æ ȘćŒäŒšç€Ÿ æ·±ç€Žç«‹ć‘æ–œć·„èŁ…çœź
JPH0816433B2 (ja) * 1992-09-11 1996-02-21 東掋ć»șèš­æ ȘćŒäŒšç€Ÿ æ°Žäž­æŽ˜ć‰ŠèŁ…çœź
US5360292A (en) * 1993-07-08 1994-11-01 Flow International Corporation Method and apparatus for removing mud from around and inside of casings
DE9319684U1 (de) * 1993-12-21 1995-04-20 Moser, Martin, Mayrhofen Fortbewegungsvorrichtung zum Durchfahren von rohrförmigen KanÀlen o.dgl.
JP4371603B2 (ja) 2001-04-16 2009-11-25 æ ȘćŒäŒšç€Ÿć°æŸèŁœäœœæ‰€ ă‚»ăƒŸă‚·ăƒŒăƒ«ăƒ‰æŽ˜ć‰Šæ©Ÿ
DE10336315A1 (de) * 2003-08-07 2005-03-03 Helmut Hross Vertikalbohrvorrichtung sowie Verfahren zur Erstellung im wesentlichen vertikal ausgerichteter Grossbohrungen in Grundformationen
EP1703023B1 (fr) 2005-03-18 2011-06-22 BAUER Maschinen GmbH Benne de forage pour creuser des tranchées dans le sol avec commande de direction
GB0507549D0 (en) 2005-04-14 2005-05-18 Fast Frames Uk Ltd Method and apparatus for driving a pile into underwater substrates
DE102009023466B4 (de) * 2009-06-02 2012-09-13 Herrenknecht Ag Verfahren und Vorrichtung zum Erstellen eines Unterwasserfundaments eines Bauwerks
DE202010017153U1 (de) * 2010-12-30 2011-02-24 Tröndle, Karl-Heinz Tauchende Abteufmaschine (submerged pipe sinking machine)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3272946A1 (fr) 2016-07-22 2018-01-24 Bauer Spezialtiefbau GmbH Dispositif de guidage et procede de production d'une fente

Also Published As

Publication number Publication date
EP2703564A1 (fr) 2014-03-05
KR20140029276A (ko) 2014-03-10
CN103669353A (zh) 2014-03-26
KR101673286B1 (ko) 2016-11-07
US9297137B2 (en) 2016-03-29
CN103669353B (zh) 2017-01-11
KR20160084821A (ko) 2016-07-14
US20140064857A1 (en) 2014-03-06

Similar Documents

Publication Publication Date Title
EP2703564B1 (fr) Cadre de guidage pour guider un dispositif de fraisage
EP2562348B1 (fr) Agencement de forage sous-marin et procédé d'exécution d'un forage
EP2417303B1 (fr) Procédé et dispositif permettant de réaliser la fondation subaquatique d'un ouvrage
EP2728104B1 (fr) Procédé de réalisation d'un forage horizontal dans le sol et dispositif de forage horizontal
EP1640509B1 (fr) Procédé et appareil pour creuser des tranchées dans le sol
EP2322724B1 (fr) Installation de forage d'eau souterraine et procédé d'entrée d'un élément de fondation cylindrique au fond de l'eau
EP2527539A1 (fr) Agencement de forage sous-marin et procédé d'introduction d'un élément de fondation dans le sol d'une étendue d'eau
EP0900319B1 (fr) Procece et dispositif pour decouper des tubes ou des piliers ancres dans le sol
DE112013005753T5 (de) Werkzeug zur Verwendung auf einer Ausgangsseite einer Bohrung und Verfahren zur Verwendung desselben
EP3208384B1 (fr) Dispositif de rideau souterrain et procédé de fabrication de rainures dans le sol
EP1634848B1 (fr) Support d'un dispositif de traction pour la pose de canalisations
EP1518999B1 (fr) Procédé et dispositif d'enfoncement d'un outil de forage dans le sol
EP0819819B1 (fr) TĂȘte de fraisage, dispositif de forage et procĂ©dĂ© de forage sous-marin
EP0825326B1 (fr) Procédé et dispositif pour le forage horizontal et pour la manipulation de tiges de forage
EP2423388A1 (fr) Procédé et dispositif de fabrication d'une paroi moulée
DE3423842C2 (de) Vorrichtung zum Herstellen von unterirdischen, nicht begehbare Querschnitte aufweisenden HohlrÀumen
EP2553203B1 (fr) Dispositif de forage horizontal
DE2815149C3 (de) Verfahren und Vorrichtung zum Hochbrechen eines Schachtes durch AufwÀrtsbohren aus dem Vollen
EP0716190B1 (fr) Fraise par le creusage de tranchées
EP4053342B1 (fr) Dispositif de fraisage pour parois moulées et procédé de fraisage d'une fente fraisée dans le sol
EP1630299B1 (fr) Procedée de renforcement du fondations par injection
EP1632609A1 (fr) Procédée de faire un rideau souterrain
EP2759641B1 (fr) Nacelle, dispositif de formation d'un élément de fondation et procédé de fondation
DE3601713A1 (de) Fahrbare bohr- und rammanlage
DE202012007532U1 (de) Pressvorrichtung zum Einbringen von RohrstrÀngen ins Erdreich

Legal Events

Date Code Title Description
AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

AX Request for extension of the european patent

Extension state: BA ME

PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

17P Request for examination filed

Effective date: 20140505

RBV Designated contracting states (corrected)

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

INTG Intention to grant announced

Effective date: 20151202

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): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

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: AT

Ref legal event code: REF

Ref document number: 794981

Country of ref document: AT

Kind code of ref document: T

Effective date: 20160515

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: GERMAN

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 502012006850

Country of ref document: DE

REG Reference to a national code

Ref country code: NL

Ref legal event code: FP

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 5

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG4D

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

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: 20160427

Ref country code: PL

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: 20160427

Ref country code: NO

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: 20160727

Ref country code: LT

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: 20160427

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: 20160728

Ref country code: LV

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: 20160427

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: 20160427

Ref country code: HR

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: 20160427

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: 20160427

Ref country code: RS

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: 20160427

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: 20160829

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502012006850

Country of ref document: DE

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

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: 20160427

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: 20160427

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: 20160427

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: 20160427

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: 20160427

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

Ref country code: SM

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: 20160427

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

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

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

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

Ref country code: MC

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: 20160427

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

26N No opposition filed

Effective date: 20170130

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: 20160831

Ref country code: CH

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

Effective date: 20160831

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

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: 20160427

REG Reference to a national code

Ref country code: IE

Ref legal event code: MM4A

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

Ref country code: IE

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

Effective date: 20160830

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 6

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: 20160830

REG Reference to a national code

Ref country code: DE

Ref legal event code: R082

Ref document number: 502012006850

Country of ref document: DE

Representative=s name: WUNDERLICH & HEIM PATENTANWAELTE PARTNERSCHAFT, DE

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; INVALID AB INITIO

Effective date: 20120830

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: 20160427

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

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: 20160427

Ref country code: MT

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: 20160427

Ref country code: MK

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: 20160427

Ref country code: IS

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: 20160427

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

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: 20160427

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 7

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 794981

Country of ref document: AT

Kind code of ref document: T

Effective date: 20170830

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

Ref country code: AL

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: 20160427

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: 20170830

P01 Opt-out of the competence of the unified patent court (upc) registered

Effective date: 20230510

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

Ref country code: NL

Payment date: 20230808

Year of fee payment: 12

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

Ref country code: IT

Payment date: 20230803

Year of fee payment: 12

Ref country code: GB

Payment date: 20230817

Year of fee payment: 12

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

Ref country code: FR

Payment date: 20230810

Year of fee payment: 12

Ref country code: DE

Payment date: 20230807

Year of fee payment: 12

Ref country code: BE

Payment date: 20230807

Year of fee payment: 12