EP3347526A2 - Bohrmaschine - Google Patents

Bohrmaschine

Info

Publication number
EP3347526A2
EP3347526A2 EP16767341.7A EP16767341A EP3347526A2 EP 3347526 A2 EP3347526 A2 EP 3347526A2 EP 16767341 A EP16767341 A EP 16767341A EP 3347526 A2 EP3347526 A2 EP 3347526A2
Authority
EP
European Patent Office
Prior art keywords
drilling
module
drilling machine
anchoring
anchor
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
EP16767341.7A
Other languages
English (en)
French (fr)
Other versions
EP3347526B1 (de
Inventor
Sara CASCARINO
Daniel Perpezat
Laurent Pivert
Régis Bernasinski
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.)
Soletanche Freyssinet SA
Original Assignee
Soletanche Freyssinet SA
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 Soletanche Freyssinet SA filed Critical Soletanche Freyssinet SA
Publication of EP3347526A2 publication Critical patent/EP3347526A2/de
Application granted granted Critical
Publication of EP3347526B1 publication Critical patent/EP3347526B1/de
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/13Foundation slots or slits; Implements for making these slots or slits
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21BEARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B10/00Drill bits
    • E21B10/08Roller bits
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21BEARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B10/00Drill bits
    • E21B10/62Drill bits characterised by parts, e.g. cutting elements, which are detachable or adjustable
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21BEARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B3/00Rotary drilling

Definitions

  • the present invention relates to the field of drilling in the ground, in particular to manufacture foundations, such as for example continuous screens consisting of juxtaposed concrete wall elements.
  • a drilling machine for making excavations in the ground in a substantially vertical direction of drilling, and more particularly in hard terrain.
  • the invention relates more particularly to a machine having a lower part provided with cutting members and an upper part, the drilling machine having a longitudinal direction extending between the upper part and the lower part of the drilling machine, the machine drilling comprising:
  • an anchoring module having a front face and a rear face, the anchoring module comprising at least one anchoring device which comprises at least one front anchor pad disposed on the front face and at least one rear anchor pad disposed on the rear face, the front and rear anchor pads being deployable in a direction of deployment which is transverse to the longitudinal direction of the drilling machine, so as to bear against the walls of the excavation to immobilize the module d anchoring in the ground;
  • a drilling module carrying the cutting members, the drilling module cooperating with the anchoring module.
  • This type of drilling machine is generally used for drilling in hard ground, for example in granite.
  • the displacement device allows to exert a complementary thrust on the drilling tools, which aims to facilitate the excavation.
  • An object of the present invention is to provide a drilling machine for anchoring without changing the transverse position of the drilling machine in the excavation.
  • the anchoring device comprises:
  • an actuator device to which the front and rear anchor pads are attached, the actuator device having a retracted state in which the front and rear anchor pads are retracted, and an expanded state in which the front and rear anchor pads are deployed, the actuator device acting on the front and rear anchor pads while being movable relative to the frame in a direction of displacement parallel to the deployment direction;
  • the assembly consisting of the front anchor pad, the rear anchor pad and the actuator device is movable relative to the frame and the drilling module in the direction of travel.
  • the assembly consisting of the front and rear anchor pads and the actuator device on the one hand and the frame carrying the drilling module, on the other hand, this sliding connection being oriented in the direction of displacement transverse to the longitudinal direction.
  • the assembly consisting of the front anchor pad, the rear anchor pad and the actuator device is freely movable relative to the frame and the drilling module in the direction of displacement. This is a montage called "floating".
  • the actuator device deploys to bring the front and rear anchor pads in the deployed position. If for example the front anchor pad abuts against one of the walls of the excavation before the rear anchor pad, the actuator device and the rear anchor pad move transversely in the direction of movement relative to the frame until the rear anchor pad comes into contact with with the opposite wall.
  • the deployment of the front and rear anchor pads and the displacement of the actuator device being performed relative to the frame and the drilling module, it is understood that the drilling module remains stationary during the anchoring phase. Also, thanks to the invention, the deployment of the front and rear anchor pads is performed without changing the transverse position, usually horizontal, the drilling module relative to the walls of the excavation.
  • the invention makes it possible to anchor the anchoring module in the ground without modifying the horizontal position of the drilling module. Thanks to the invention, the anchoring does not modify the drilling trajectory.
  • the invention thus makes it possible, among other things, to improve the precision of the drilling trajectory.
  • the actuator device comprises a body slidably fixed to the frame in a direction parallel to the direction of movement.
  • the actuator provides a dual function, namely to move the front and rear anchor pads, on the one hand, and to guide the displacement of the frame with the drilling module relative to the pads front and rear anchorage, on the other hand.
  • the actuator device is fixed to the frame so that the sliding connection between the front and rear anchor pads is provided by the actuator device.
  • the actuator device is a jack whose body is fixed to the frame slidably and to one of the front and rear anchor pads, while the rod of the jack is fixed to the other of the front anchor pads and back.
  • the actuator device is a jack whose body is slidably fixed to the frame, the jack comprising a first rod fixed to the front anchor pad and a second rod, coaxial with the first rod, fixed to the pad of rear anchorage.
  • the anchoring device further comprises:
  • a front guide device for guiding the movement of the front anchor pad with respect to the frame in the direction of deployment
  • a rear guide device for guiding the movement of the rear anchor pad with respect to the frame in the direction of deployment.
  • the front and rear guide devices make it possible to guide the deployment of the front and rear anchor pads, as well as the relative displacement of the anchor pads and the actuator device with respect to the drilling module which remains stationary during the phase anchor.
  • Another advantage of adding the front and rear guide devices is to transfer the longitudinal forces to them, so to separate the deployment functions of the pads and recovery of the longitudinal forces (vertical). This also allows the frame to take up more longitudinal forces, for example related to the weight of the drilling module, which has the effect of improving the robustness of the drilling machine.
  • the actuator device as such is not directly related to the frame.
  • This mounting said "floating" has the effect that the frame can easily move relative to the assembly consisting of front and rear anchor pads and the actuator device.
  • the front guide device comprises at least a first front guide member which is fixed to the front anchor pad, the first front guide member being mounted to the frame slidably in a direction parallel to the deployment direction. .
  • the frame comprises for example a hole in which the first front guide member is slidably mounted
  • the first front guide member comprises a stop for limiting the displacement amplitude of the first front guide member in the frame.
  • the stop is disposed at the end of the first front guide member which is opposite to the attachment portion of said first front guide member.
  • the front guide device further comprises a second front guide member, identical to the first front guide member, the first and second front guide members being arranged on each side. other of the actuator device.
  • the rear guide device is similar to the front guide device.
  • the rear guide device comprises at least a first rear guide member which is fixed to the rear anchor pad by a fixing portion, the first rear guide member being mounted to the frame slidably in a direction parallel to the deployment direction.
  • the rear guide device further comprises a second rear guide member, identical to the first rear guide member, the first and second rear guide members being arranged on each side. other of the actuator device.
  • the front and rear anchor pads are fixed to the actuator device in an articulated manner.
  • This articulation comprising at least one horizontal axis pivot connection, and preferably a ball joint, allows the front and rear anchor pads to be positioned parallel to the walls of the excavation. This has the effect of maximizing the contact area between the anchor pads and the walls of the excavation, which improves the anchoring of the anchor module in the excavation.
  • the front anchor pad is attached to the front guide device in an articulated manner
  • the rear anchor pad is attached to the rear guide device in an articulated manner
  • each of the front and rear anchor pads is hinged relative to the first and second front and rear guide members.
  • the assembly consisting of the front anchor pad, the rear anchor pad, the front guide device and the rear guide device forms a deformable trapezium, the frame of the anchoring module with the drilling module. being movable relative to said deformable trapezium in the direction of displacement.
  • the deformable trapezium constitutes a rigid one-piece structure for guiding the displacement of the drilling module relative to non-strictly vertical walls of the excavation, to ensure effective anchoring, while supporting the module of anchorage.
  • the actuator device comprises at least one jack. According to a variant, the actuator device comprises two parallel cylinders arranged side by side.
  • the drilling machine further comprises a displacement device disposed between the anchoring module and the drilling module to move the cutting members relative to the anchoring module in the longitudinal direction. of the drilling machine.
  • the longitudinal displacement of the cutting members is advantageously achieved once the anchor module is anchored in the ground, which allows in particular to exert a thrust directed downwards on the cutting members.
  • the displacement device acts on the drilling module to move it downwards in the longitudinal direction.
  • the drilling machine then has an extended position in which the cutting members are remote from the anchoring module, and a retracted position in which the cutting members are brought close to the anchoring module.
  • the drilling module has a lower section carrying the cutting members and an upper section extending in the longitudinal direction, the upper section of the drilling module being suspended at the lower end of a lift cable.
  • the lift cable is fixed to the drilling module, unlike the document of the prior art EP 0 811 724 wherein the lift cable is fixed to the anchor module.
  • the actuation of the lift cable can cause the displacement of the drilling module relative to the anchor module in the longitudinal direction, when said anchoring module is anchored in the ground.
  • the displacement device only carries the anchor module, which is lighter than the drilling module.
  • the displacement device comprises at least one thrust cylinder disposed between the frame of the anchoring device and the lower section of the drilling module, the upper section of the drilling module being movable relative to the frame of the device. anchoring in said longitudinal direction.
  • the actuation of the thrust cylinder has the effect of lowering the lower section of the drilling module carrying the cutting members, the cooperation between the upper section and the drilling module for guiding the displacement.
  • the upper section is a bar which extends longitudinally through the anchoring module. This bar is slidably mounted relative to the frame of the anchoring device.
  • the anchoring module comprises a plurality of anchoring elements, the frames of the anchoring elements being integral with each other, in order to form a framework.
  • the upper section of the drilling module is preferably slidably mounted relative to this framework.
  • the frame may comprise guide members forming sleeves in which the upper section, and in particular the bar, is slidably mounted.
  • the drilling module further comprises trajectory correction means for pivoting the drilling module in a vertical plane.
  • the actuation of the path correction means makes it possible to correct the position of the cutting members by modifying the spatial position of the drilling module in the excavation. After which we deploy the anchor pads to immobilize the anchor module in the ground. The displacement of the front and rear anchor pads being effected without displacement of the drilling module, thanks to the fact that the front and rear anchor pads together with the actuator device are movable relative to the frame carrying the drilling module.
  • the trajectory correction means comprise trajectory correction pads that are deployable in a direction transverse to the drilling module to abut against at least one of the walls of the excavation in order to rotate the module. drilling in the vertical plane.
  • trajectory correction pad When the trajectory correction pad abuts so as to exert a thrust against the excavation wall, this causes the displacement of the drilling module in a direction opposite to the direction of deployment of the trajectory correction pad.
  • the trajectory correction pads are arranged on the front face and on the rear face of the drilling module.
  • the trajectory correction pads are arranged in upper section and / or lower section of the drilling module.
  • the trajectory correction pads are arranged on the front face and on the rear face of the upper and lower sections of the drilling module.
  • FIG. 1 is a perspective view of the drilling machine according to the invention, in the retracted position
  • Figure 2 illustrates the drilling machine of Figure 1 in front view
  • FIG. 3 is a side view in section III-III of an anchoring device according to a first embodiment of the drilling machine
  • FIG. 4 illustrates a variant of the anchoring device of FIG. 3
  • FIG. 5 is a sectional side view of an anchoring device according to a second embodiment of the drilling machine according to the invention, the anchor pads being retracted;
  • FIG. 6 is a sectional side view of the anchoring device of FIG. 5, the front and rear anchor pads being deployed and parallel;
  • FIG. 7 illustrates the anchoring device of Figure 6, wherein one of the anchor pads is inclined relative to the other anchor pad;
  • FIG. 8 schematically illustrates the drilling machine according to the invention in front view
  • FIGS. 9A to 9D schematically illustrate the trajectory correction and the anchoring of the drilling machine according to the invention.
  • FIGS. 10A to 10D schematically illustrate the operation of the anchoring elements of the machine of FIG. 8.
  • FIGS 1 and 2 illustrate an example of a drilling machine 10 according to the present invention.
  • This drilling machine 10 is designed to perform an excavation E in soil S in a drilling direction F which is substantially vertical.
  • the drilling machine 10 according to the invention is designed to make vertical trenches in the soil.
  • the drilling machine 10 has a longitudinal direction L which extends between an upper part 12 and a lower part 14 of the machine. drilling 10.
  • the lower part 14 is provided with cutting members 16 which, in this nonlimiting example, comprise two pairs of drums 18, 20 which are rotatably mounted about axes of rotation A, B parallel and distant from each other.
  • the axes of rotation A and B are orthogonal to the longitudinal direction L of the drilling machine 10.
  • the pairs of drums 18, 20 are provided at their periphery with cutting teeth 22, which are moreover known.
  • the drilling machine 10 is a cutter adapted to make the vertical trenches in the ground.
  • the drilling machine 10 also comprises an anchoring module 30 which has a front face 32 and a rear face 34, opposite to the front face 32.
  • an anchoring module 30 which has a front face 32 and a rear face 34, opposite to the front face 32.
  • the front faces 32 and rear 34 are vis-à-vis the largest walls PI, P2 of the excavation E.
  • the smaller excavation walls P3, P4 are perpendicular to the largest walls PI, P2 of excavation E, and are visible in Figure 2.
  • the anchoring module 30 comprises a plurality of anchoring devices 40 which have the function, when they are actuated, of immobilizing the anchoring module in the ground. These anchors will be described in more detail below.
  • the drilling machine 10 further comprises a drilling module 50 which is disposed in the lower part 14 of the drilling machine, the drilling module 50 carrying the cutting members 16.
  • the drilling module 50 is mobile in translation relative to the anchor module in the longitudinal direction L
  • the drilling machine 10 further comprises a displacement device 60 which is arranged between the anchoring module 30 and the drilling module 50.
  • the displacement device 60 consists of two thrust cylinders 62, 64 whose function is to exert a thrust on the cutting members 16 when the anchoring module is anchored in the ground, this thrust in the longitudinal direction directed downwards.
  • the drilling module 50 further comprises a lower section 52 which carries the cutting members and an upper section 54 which extends from an upper end 52a of the lower section of the drilling module 50 in the longitudinal direction L.
  • the upper section 54 of the drilling module 50 is a bar 56 which extends longitudinally through the anchor module 30. Referring to FIG. 2, it can be seen that the upper section 54 of the drilling module 50 is suspended at the lower end 71a of a levitation cable 71. This levitation cable is connected to the upper end of a mast of a carrier (not shown here), known elsewhere.
  • the displacement device 60 in particular the thrust cylinders 62, 64, is disposed between a lower end 30b of the anchoring module 30 and the upper end 52a of the lower section 50 of the lower section 52 of the module. drilling 50.
  • the anchoring device 40 corresponding to a first embodiment of the invention.
  • Each anchoring element 40 comprises a front anchor pad 42 disposed on the front face 32 of the anchoring module 30 and a rear anchor pad 44 disposed on the rear face 34 of the anchoring module 30.
  • the front and rear anchor pads are deployable in a deployment direction D which is transverse to the longitudinal direction L of the drilling machine 10.
  • the front and rear anchoring pads 44 and 44 present a retracted position and an extended position, illustrated in Figure 3 in which the anchor pads abut against the largest walls PI, P2 of the excavation E to immobilize the anchor module 30 in the ground S.
  • brackets 46 are arranged on the outer faces of the anchor pads which are facing the walls.
  • the anchoring device 40 further comprises a frame 70 which carries the front and rear 32 and 34 anchor pads.
  • the frame 70 is fixed to the displacement means 60 so that that the frame 70 supports the drilling module 50; more specifically in the non-limiting example of Figure 2, the anchor module 30 comprises a plurality of anchoring devices 40 whose frames 70 are integral with each other to form a frame that supports the drilling module 50 through the displacement device 60, in this case via the thrust cylinders 62, 64. It is therefore understood that when the drilling machine is suspended in the air at the end of the lift cable 71, the cylinders 62, 64 support only the weight of the anchor module.
  • the anchoring device 40 further comprises an actuator device 72 to which the front and rear 32 and 34 anchor pads 34 are attached.
  • the actuator device 72 is a hydraulic jack 74 which comprises a body 76 fixed to the front anchor pad 42, and a rod 78 fixed to the rear anchor pad 44.
  • the body 76 of the jack 74 is fixed to the frame 70 so as to sliding in a direction transverse to the longitudinal direction of the drilling machine; in In this case, it is the direction of deployment.
  • the hydraulic cylinder 74 forms a slide connection with the frame 70 oriented in the direction of deployment.
  • the body 76 has a lumen 78 which cooperates with a guide pin 79 of the frame 70.
  • the actuator device 72 has a retracted state in which the front 42 and rear 44 anchor pads are retracted and an expanded state, illustrated in Figure 3, in which the front 42 and rear 44 anchor pads are deployed.
  • the actuator device 72 is therefore adapted to act on the front 42 and rear anchor pads 44 while being movable relative to the frame 70 in a direction of displacement D2 which is transverse to the longitudinal direction of the drilling machine.
  • the displacement direction D2 corresponding to the deployment direction D1.
  • the assembly consisting of the front anchor pad 42, the rear anchor pad 44 and the actuator device 72 (the jack 74) is movable relative to the frame 70 and the drilling module in the direction of displacement D2.
  • each of the front 42 and rear anchor pads 44 is attached to the actuator device 72 in an articulated manner. More specifically, the front anchor pad 42 is pivotally mounted about an axis X substantially horizontal relative to the actuator device 72. Similarly, the rear anchor pad 44 is also pivotally mounted about a Y axis by relative to the actuator device 72.
  • this articulated mounting advantageously allows the front and rear anchor pads 44 to tilt and bear flat against the walls P1, P2 of the excavation E, the latter are not necessarily strictly vertical, especially if the drilling trajectory has deviated with respect to the desired trajectory, nor parallel to each other.
  • the anchoring device 40 'illustrated in FIG. 4 is a variant of the anchoring device 40 illustrated in FIG. 3.
  • the variant of FIG. 4 differs from the device of FIG. 3 in that the actuator device 72' is a cylinder 74 'provided with a body 76' movably connected to the frame 70 'and two coaxial rods 78'a and 78'b.
  • the first rod 78'a is fixed to front anchor pad 42 'in an articulated manner, while the second rod 78'b is hingedly attached to the rear anchor pad 44'.
  • the first and second rods 78'a and 78'b unfold in an opposite manner in order to bring the front and rear anchor pads against the walls PI, P2 of the excavation .
  • the anchoring device 140 comprises a front anchor pad 142 which is disposed on the front face 32 of the drilling module 30 of the drilling machine 10 of FIG. 1, and a rear anchor pad 144 which is arranged opposite 34 of the drilling module 30 of the drilling machine 10 of Figure 1.
  • the front and rear anchor pads are deployable in a deployment direction Dl which is transverse to the longitudinal direction L of the drilling machine 10, so as to bear against the walls PI, P2 of the excavation E to immobilize the anchoring module in the ground.
  • the anchoring device 140 further comprises a frame 170 which supports the drilling module 50 via the displacement device 60 previously described.
  • the anchoring device 140 further comprises an actuator device 172 to which the front and rear anchor pads 142 and 144 are attached.
  • the actuator device 172 comprises a first cylinder 1741 and a second cylinder 1742, each of the first and second cylinders 1741, 1742 comprises a rod 1781, 1782 hingedly attached to the rear anchor pad 144, via pivot links of axes Y1, Y2 substantially horizontal.
  • the first and second cylinders 1741, 1742 each comprise a body 1761, 1762 which is hingedly attached to the front anchor pad 142 via pivot links of axes XI, X2 which are substantially horizontal.
  • the actuator device 172 has a retracted state, illustrated in FIG. 5, in which the front and rear anchor pads 142 are retracted, and an expanded state, illustrated in FIG. 6. According to the invention, the actuator device 172 is mobile compared to the frame 170 in the direction of displacement D2, which is in this example coincides with the deployment direction Dl.
  • the actuator device 172 is not directly connected to the frame 170.
  • the actuator device 172 could comprise only one cylinder.
  • the anchoring device further comprises a front guide device 180 for guiding the displacement of the front anchor pad 142 relative to the frame 170. according to the deployment direction Dl.
  • the forward guide device 180 includes a first front guide member 182 which is attached to the front anchor pad 142 by a fastener portion 184.
  • the first front guide member 182 is slidably mounted to the frame 170 in the direction of Dl deployment. To do this, the first front guide member 182 is slidably mounted in an orifice 186 formed in the frame 170.
  • the first front guide member 182 also has a stop 187 which is disposed at the end of the first front guide member. 182 opposite the fixing portion 184.
  • this stop is to prevent the first front guide member from disengaging the frame.
  • the first front guide member 182 is fixed to the front anchor pad 142 in an articulated manner, via a rotational axis pivot link X3 parallel to the axes XI and X2 described above.
  • the front guide device 180 further comprises a second front guide member 188, identical to the first front guide member 182, the first and second front guide members 180, 188 being disposed on either side of the actuator device 172. It is specified that the second front guide member 188 is also fixed to the front anchor pad 142 in an articulated manner.
  • the anchoring device 140 further comprises a rear guide device 190 for guiding the displacement of the rear anchor pad 144 with respect to the frame 170 in the deployment direction D1.
  • the rear guide device 190 is very similar to the front guide device 180, so that it will be described more succinctly.
  • the rear guide device comprises a first rear guide member 192 which is fixed to the rear anchor pad 144 hinged about an axis of rotation Y3 parallel to the axes Y1 and Y2, the first rear guide member 192 also being mounted to frame 170 slidably in the direction of deployment Dl.
  • the rear guide device 190 further comprises a second rear guide member 198 identical to the first rear guide member 192, the first and second rear guide members being disposed on either side of the actuator device 172.
  • the first and second front guide members 182, 188 are disposed on either side of the first and second rear guide members 192, 198.
  • FIG. 7 illustrates the situation in which the walls of the excavation P1, P2 are neither strictly vertical nor exactly parallel to one another.
  • the front and rear anchor pads 142, 144 are positioned flat against the walls PI, P2 of the excavation; insofar as the wall PI is not parallel to the wall P2, it is understood that the front anchor pads 142 and back 144 are inclined relative to each other.
  • the assembly consisting of the front anchor pad 142, the rear anchor pad 144 of the front guide device 180, and in particular the first and second front guide members and the guide device 190, and in particular the first and second second rear guide members forms a trapezium.
  • the frame 170 is slidably mounted in the deployment direction D1 relative to the first and second front and rear guide members 182, 188, 192, 198, it is understood that the frame 170 can move in the direction of deployment. Dl which then constitutes the direction of displacement D2 even though the anchor module is anchored in the ground. As a result, the building 170 of anchoring module 30 with the drilling module 50 are movable relative to the trapezium in the direction of displacement D2.
  • FIG. 8 schematically illustrates a drilling machine 10 according to the invention which comprises two anchoring devices 140 such as those illustrated in FIGS. 5 to 7, except that the actuating device of each of the anchoring devices includes only one cylinder referenced 174.
  • the frames 170 of the anchoring devices 140 carry the drilling module 50, and in particular the lower section 52. It is also understood that the drilling module 50 is slidably mounted relative to the Anchoring module 30. As can be understood from FIG. 8, the frames 170 of the anchoring devices are preferably secured to each other by means of connecting members 73 which makes it possible to improve the rigidity of the anchor module.
  • the drilling module 50 further comprises trajectory correction means 90 for pivoting the drilling module in a vertical plane Q1 which is parallel to the axes of rotation A, B drums 18, 20.
  • trajectory correction means 90 comprise first trajectory correction pads 92 arranged on the front face of the lower section which are deployable in a direction T, parallel to the axes of rotation A, B of the drums, to bear against at least one of the walls PI, P2 of the excavation E in order to rotate the drilling module in the vertical plane Ql.
  • the trajectory correction means 90 further comprise second trajectory correction pads 94 arranged on the rear face of the lower section 52 of the drilling module 50.
  • the deployable pads 92, 94 are arranged in this example in section. bottom of the drilling module. It could also be provided other deployable pads disposed in the upper section of the drilling module, to facilitate the pivoting of the drilling module in the vertical plane Ql.
  • the drilling trajectory F of the drilling machine 10 has deviated by an angle ⁇ with respect to the direction vertical V.
  • the anchoring devices being in the retracted position, is actuated the path correction means, and more particularly the rear pad 94, which bears on the wall P2 of the excavation E, which causes the tilting of the drilling machine, suspended from the cable 71, in the vertical plane Q1.
  • the anchoring devices 140 are actuated, as illustrated in FIG. 9C, so as to immobilize the machine.
  • the actuation of the anchoring devices 140 which causes the deployment of the deployable anchor pads 142, 144, and the possible displacement of the actuator device, is realized. without modifying the position of the frame 170 and the drilling module 50 relative to the walls of the excavation.
  • the displacement device is actuated so as to exert a thrust directed downwards on the cutting members 16 in order to continue drilling in a corrected drill direction F which is now vertical.
  • Figures 10A, 10D illustrate in detail the drilling device 140 of the anchor module 30, corresponding to the positions of the drilling machine illustrated in Figures 9A to 9D.
EP16767341.7A 2015-09-10 2016-09-08 Bohrgerät Active EP3347526B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR1558428A FR3041024B1 (fr) 2015-09-10 2015-09-10 Machine de forage munie d'un dispositif d'ancrage permettant un deplacement horizontal du module de forage en position ancree
PCT/FR2016/052251 WO2017042499A2 (fr) 2015-09-10 2016-09-08 Machine de forage munie d'un dispositif d'ancrage permettant un deplacement horizontal du module de forage en position ancree

Publications (2)

Publication Number Publication Date
EP3347526A2 true EP3347526A2 (de) 2018-07-18
EP3347526B1 EP3347526B1 (de) 2019-10-30

Family

ID=55072814

Family Applications (1)

Application Number Title Priority Date Filing Date
EP16767341.7A Active EP3347526B1 (de) 2015-09-10 2016-09-08 Bohrgerät

Country Status (11)

Country Link
US (1) US10724200B2 (de)
EP (1) EP3347526B1 (de)
JP (1) JP6734917B2 (de)
KR (1) KR102337107B1 (de)
CN (1) CN108603350B (de)
AU (1) AU2016319501B2 (de)
CA (1) CA2998313C (de)
DE (1) DE202016008567U1 (de)
FR (1) FR3041024B1 (de)
SG (1) SG11201801995YA (de)
WO (1) WO2017042499A2 (de)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP4112816A1 (de) 2021-07-01 2023-01-04 BAUER Maschinen GmbH Schlitzwandgerät und verfahren zum erstellen eines schlitzes im boden
EP4279659A1 (de) 2022-05-18 2023-11-22 BAUER Maschinen GmbH Schlitzwandgerät und verfahren zum erstellen eines schlitzes im boden

Families Citing this family (7)

* 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
EP3401444B1 (de) * 2017-05-11 2019-11-27 BAUER Maschinen GmbH Schlitzwandgerät und verfahren zum erstellen eines schlitzes im boden
FR3078739B1 (fr) * 2018-03-09 2020-03-27 Soletanche Freyssinet Machine de forage comportant un dispositif de connexion pour un dispositif de mesure de verticalite
FR3083819B1 (fr) 2018-07-13 2020-11-27 Soletanche Freyssinet Kit d'ancrage pour machine de forage
FR3107537B1 (fr) * 2020-02-25 2022-04-08 Soletanche Freyssinet Machine d’excavation ayant un châssis muni d’ailes de guidage
KR102373567B1 (ko) * 2020-06-03 2022-03-11 (주)나우이엔에스 트렌치커터의 굴착 자동화 시스템 및 방법

Family Cites Families (28)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES420924A1 (es) * 1972-12-14 1976-04-01 Hydrosol Dispositivo de perforacion.
DE2334591C2 (de) 1973-07-07 1982-11-11 Bilfinger + Berger Bauaktiengesellschaft, 6800 Mannheim Hydraulisch betätigter Bohrgreifer
US4314615A (en) * 1980-05-28 1982-02-09 George Sodder, Jr. Self-propelled drilling head
DE3615068C1 (en) 1986-05-03 1987-10-08 Dyckerhoff & Widmann Ag Rope-guided trench-wall grab
FR2605028B1 (fr) * 1986-10-08 1988-12-09 Soletanche Engin de fraisage pour creuser des tranchees dans le sol.
US5267902A (en) * 1987-08-28 1993-12-07 Bauer Spezialtiefbau Gmbh Slitting cutter
DE4119212C2 (de) * 1991-06-11 1996-06-27 Bauer Spezialtiefbau Verfahren zum Fräsen einer Schlitzwand
JPH0673735A (ja) * 1992-08-28 1994-03-15 Hazama Gumi Ltd 地中連続壁拡底方法
FR2696769B1 (fr) * 1992-10-12 1994-12-09 Sol Cie Appareil pour creuser dans le sol des tranchées de grande profondeur à l'aide de tambours de fraisage.
FR2749333B1 (fr) 1996-06-04 1998-08-28 Sol Comp Du Appareil a chassis telescopique pour creuser des tranchees dans le sol
JPH11303130A (ja) * 1998-04-21 1999-11-02 Kajima Corp 掘削機の姿勢制御装置
FR2806111B1 (fr) * 2000-03-13 2002-06-14 Cie Du Sol Appareil de forage en terrain dur
FR2806112B1 (fr) * 2000-03-13 2002-06-14 Cie Du Sol Appareil de forage en terrain dur
DE10336315A1 (de) 2003-08-07 2005-03-03 Helmut Hross Vertikalbohrvorrichtung sowie Verfahren zur Erstellung im wesentlichen vertikal ausgerichteter Grossbohrungen in Grundformationen
DE10351386A1 (de) * 2003-11-04 2005-06-09 Bauer Maschinen Gmbh Getriebe und Verfahren zur Steuerung eines Innendrucks in dem Getriebe
KR20050081486A (ko) * 2004-02-13 2005-08-19 박경혜 강압수단을 갖는 지반천공머신
DE102005017093B4 (de) * 2004-08-12 2008-07-24 Bauer Maschinen Gmbh Fräse und Verfahren zur Bearbeitung des Erdbodens
EP1703023B1 (de) * 2005-03-18 2011-06-22 BAUER Maschinen GmbH Tiefbauvorrichtung zum Herstellen von Schlitzen im Boden mit Lenk- und Steuereinrichtung
PL2378002T3 (pl) * 2010-04-16 2013-12-31 Bauer Maschinen Gmbh Urządzenie frezujące do wytwarzania w ziemi wykopów biegnących pionowo
WO2012142560A2 (en) * 2011-04-14 2012-10-18 Vermeer Manufacturing Company Cab suspension for a machine adapted to surface excavate rock or like materials
EP2703564B1 (de) 2012-08-30 2016-04-27 BAUER Maschinen GmbH Führungsrahmen zum Führen einer Fräsvorrichtung
CN203296095U (zh) * 2013-05-08 2013-11-20 上海金泰工程机械有限公司 带双动能驱动的摆动切削装置的双轮铣机架
FR3007048B1 (fr) * 2013-06-12 2015-07-03 Soletanche Freyssinet Procede et installation de fabrication d'une paroi continue dans le sol
CN103770224B (zh) * 2014-01-29 2016-06-01 徐工集团工程机械股份有限公司 一种双轮铣槽机的进给装置及双轮铣槽机
FR3041025B1 (fr) * 2015-09-10 2017-09-29 Soletanche Freyssinet Machine de forage suspendue a un cable de sustentation fixe au module de forage
FR3041023B1 (fr) * 2015-09-10 2017-09-29 Soletanche Freyssinet Machine de forage comprenant un amortisseur
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
JP6434882B2 (ja) * 2015-09-30 2018-12-05 大容基功工業株式会社 地中連続壁掘削機及び地中連続壁掘削工法

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP4112816A1 (de) 2021-07-01 2023-01-04 BAUER Maschinen GmbH Schlitzwandgerät und verfahren zum erstellen eines schlitzes im boden
WO2023274711A1 (de) 2021-07-01 2023-01-05 Bauer Maschinen Gmbh Schlitzwandgerät und verfahren zum erstellen eines schlitzes im boden
EP4279659A1 (de) 2022-05-18 2023-11-22 BAUER Maschinen GmbH Schlitzwandgerät und verfahren zum erstellen eines schlitzes im boden
WO2023222363A1 (de) 2022-05-18 2023-11-23 Bauer Maschinen Gmbh Schlitzwandgerät und verfahren zum erstellen eines schlitzes im boden

Also Published As

Publication number Publication date
DE202016008567U1 (de) 2018-06-26
JP2018526550A (ja) 2018-09-13
FR3041024A1 (fr) 2017-03-17
CA2998313C (en) 2023-09-19
US20190085524A1 (en) 2019-03-21
CA2998313A1 (en) 2017-03-16
CN108603350A (zh) 2018-09-28
SG11201801995YA (en) 2018-04-27
US10724200B2 (en) 2020-07-28
AU2016319501A1 (en) 2018-04-12
WO2017042499A2 (fr) 2017-03-16
NZ740866A (en) 2023-09-29
EP3347526B1 (de) 2019-10-30
AU2016319501B2 (en) 2021-08-05
KR20180050735A (ko) 2018-05-15
JP6734917B2 (ja) 2020-08-05
CN108603350B (zh) 2020-08-28
WO2017042499A3 (fr) 2017-09-28
KR102337107B1 (ko) 2021-12-08
FR3041024B1 (fr) 2017-09-29

Similar Documents

Publication Publication Date Title
EP3347526B1 (de) Bohrgerät
EP3347527B1 (de) Schlitzwandfräse
EP3347528B1 (de) Bohrgerät
FR2914932A1 (fr) Dispositif de montage rapide d'un outil pivotant sur le bras d'une machine
FR3055082B1 (fr) Machine agricole comportant un dispositif d'assistance au repliage
EP3347525B1 (de) Bohrgerät
WO1999058889A1 (fr) Bride de serrage notamment pour conduite petroliere
EP1607363A2 (de) Kran mit einem teleskopierbarem Ausleger
EP3070203B1 (de) Be-, entlade- und aufsetzsystem einer schienenweiche auf ein bahngleis
EP2426265A1 (de) Abrissarm, der zur Verbindung mit dem Träger einer Abrissmaschine mittels einer Gelenkverbindung vorgesehen ist, und Abrissmaschine, die mit einem solchen Arm ausgestattet ist
FR3052329A1 (fr) Machine agricole a mecanisme de depliage ameliore
EP0919669B1 (de) Schlitzwandgreifer mit Korrektur der senkrechten Lage
FR2493818A1 (fr) Grue autotractee equipee de supports deployables de stabilisation et de jambes de force mobiles verticalement associees a ces derniers, et support deployable ainsi realise
EP2716498B1 (de) Struktur zum gesicherten Erreichen der Oberseite eines Kraftfahrzeugs
EP2959759B1 (de) Landwirtschaftliche maschine, die mit einer zentriervorrichtung ausgestattet ist
FR2772228A1 (fr) Ramasseur repliable pour ensileuse
EP0515294A1 (de) Schwanenhalsartige trennbare Gelenkverbindung zwischen einem Trag- und Zugfahrzeug und einem Geräteträger-Sattelaufliegeranhänger
EP3202696B1 (de) Versenkbare anschlagvorrichtung für lade- und/oder entladerampe eines fahrzeugs
WO2020012124A1 (fr) Kit d'ancrage pour machine de forage
FR2534201A1 (fr) Dispositif de manutention d'un conteneur generalement allonge, en particulier d'un silo, et vehicule equipe d'un tel dispositif
EP3012219A1 (de) Erdbewegungsvorrichtung, die an die förderplatte eines teleskopstaplers angepasst werden kann
FR2781383A1 (fr) Perfectionnement pour dispositif de support de devidoir mobile de tuyau
EP4049936A1 (de) System mit einem beweglichen schlitten und verfahren zur anwendung eines solchen systems mit beweglichem schlitten
EP2218673B1 (de) Positionierung- und Stabilisierungvorrichtung für ein Fahrzeug
FR2882621A1 (fr) Andaineuse reversible

Legal Events

Date Code Title Description
STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE INTERNATIONAL PUBLICATION HAS BEEN MADE

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

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

Free format text: STATUS: REQUEST FOR EXAMINATION WAS MADE

17P Request for examination filed

Effective date: 20180330

AK Designated contracting states

Kind code of ref document: A2

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

DAV Request for validation of the european patent (deleted)
DAX Request for extension of the european patent (deleted)
TPAC Observations filed by third parties

Free format text: ORIGINAL CODE: EPIDOSNTIPA

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

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

Free format text: STATUS: GRANT OF PATENT IS INTENDED

INTG Intention to grant announced

Effective date: 20190531

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

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

Free format text: STATUS: THE PATENT HAS BEEN GRANTED

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: 1196267

Country of ref document: AT

Kind code of ref document: T

Effective date: 20191115

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 602016023383

Country of ref document: DE

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: FRENCH

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: NL

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

Effective date: 20191030

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: 20191030

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: 20200131

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: 20200130

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: 20191030

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: 20191030

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: 20200130

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: 20191030

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: 20191030

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: 20200302

REG Reference to a national code

Ref country code: NL

Ref legal event code: MP

Effective date: 20191030

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

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: 20191030

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: 20191030

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: 20200229

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: 20191030

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: 20191030

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: 20191030

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: 20191030

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: 20191030

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: 20191030

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 602016023383

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: 20191030

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: 20191030

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: 20200731

REG Reference to a national code

Ref country code: AT

Ref legal event code: UEP

Ref document number: 1196267

Country of ref document: AT

Kind code of ref document: T

Effective date: 20191030

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: 20191030

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

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

Effective date: 20200908

REG Reference to a national code

Ref country code: BE

Ref legal event code: MM

Effective date: 20200930

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: 20200908

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

Ref country code: BE

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

Effective date: 20200930

Ref country code: CH

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

Effective date: 20200930

Ref country code: GB

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

Effective date: 20200908

Ref country code: LI

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

Effective date: 20200930

Ref country code: IE

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

Effective date: 20200908

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: 20191030

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: 20191030

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: 20191030

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

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: 20191030

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: 20191030

REG Reference to a national code

Ref country code: DE

Ref legal event code: R082

Ref document number: 602016023383

Country of ref document: DE

Representative=s name: CBDL PATENTANWAELTE GBR, DE

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

Effective date: 20230528

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

Ref country code: IT

Payment date: 20230822

Year of fee payment: 8

Ref country code: AT

Payment date: 20230823

Year of fee payment: 8

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

Ref country code: FR

Payment date: 20230822

Year of fee payment: 8

Ref country code: DE

Payment date: 20230822

Year of fee payment: 8