EP2557232A1 - Ensemble de commande d'empilage - Google Patents
Ensemble de commande d'empilage Download PDFInfo
- Publication number
- EP2557232A1 EP2557232A1 EP12170306A EP12170306A EP2557232A1 EP 2557232 A1 EP2557232 A1 EP 2557232A1 EP 12170306 A EP12170306 A EP 12170306A EP 12170306 A EP12170306 A EP 12170306A EP 2557232 A1 EP2557232 A1 EP 2557232A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- pile
- frame
- ground
- pile driving
- gripping mechanism
- 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
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/02—Improving by compacting
- E02D3/026—Improving by compacting by rolling with rollers usable only for or specially adapted for soil compaction, e.g. sheepsfoot rollers
-
- 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
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/42—Foundations for poles, masts or chimneys
-
- 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
- E02D7/02—Placing by driving
-
- 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
- E02D7/02—Placing by driving
- E02D7/06—Power-driven drivers
- E02D7/08—Drop drivers with free-falling hammer
-
- 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
- E02D7/02—Placing by driving
- E02D7/06—Power-driven drivers
- E02D7/14—Components for drivers inasmuch as not specially for a specific driver construction
-
- 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
- E02D7/18—Placing by vibrating
Definitions
- the present invention relates to a pile driving assembly, a method of driving a pile into the ground and a gripping mechanism for temporarily holding a pile.
- pile driving rigs typically comprise a vehicle with a power supply and a mast which is used for hoisting the pile and which form a slide guide for a hammer. The hammer is repeatedly dropped onto the pile in order to cause the pile to enter the ground. This arrangement is typically used for smaller piles having a length of up to around 6 meters.
- monopoles may have a length exceeding 6 meters, such as 14m, and a diameter exceeding 1m, such as 2m. Monopoles may be used for e.g. supporting land based or off shore wind power plants, electricity poles etc.
- the mast When driving such large piles into the ground, the mast would have to be very large and therefore typically no mast is used and instead a separate pile driving mechanism, such as a hammer mechanism or a vibrator, is applied onto the top surface of the pile once the pile has been positioned in the vertical orientation at the proper location.
- a separate pile driving mechanism such as a hammer mechanism or a vibrator
- the pile when the hammering action is initiated and the pile is caused to enter the ground, the pile may be misaligned due to obstructions in the earth. The pile may therefore be caused to enter the ground in a skewed orientation. Such skewed piles will form an inferior foundation. It is therefore an object of the present invention to provide technologies for aligning the pile while the pile is entering the ground.
- WO 2011/073778 describes a device for subsea handling of guide posts which holds the lower end section of one or more guide posts.
- US 4,172,681 discloses a sheet pile guide which has a holder having a friction reducing unit for bearing against a pile member.
- US 2011/0299938 discloses a method and a system for installing foundation element in an underwater ground formation. The system comprises a gripper for holding the foundation element. The gripper is mounted on a surface vessel.
- EP 0 398 833 relates to a device for handling sheet piles on the ground. The device is mounted at the end of an arm of a hydraulic shovel. Such hydraulic shovels are typically very stable in the longitudinal direction, i.e. in the direction of the arm, however, very unstable in the transversal direction, e.g. typically hydraulic shovels may tip over when exposed to transversal forces. It is therefore a need for technologies which may handle land based piles.
- the pile driving assembly may be exposed to forces in all horizontal directions.
- the pile driving assembly is adjustable and may adapt to several different pile sizes and ground properties.
- a pile driving assembly comprising:
- the pile is made of a rigid material and typically comprises a metal pipe, a concrete pile or a combination of metal and concrete. Typically steel is used.
- the pile typically has a circular cylindrical surface, but in principle the piles may have any shape such as square, elliptical, H, L, T, or I-beam shaped.
- the top surface is typically flat in order to receive the blows of the pile driving mechanism.
- the bottom is typically also flat.
- the pile driving mechanism should be securely mounted on the top surface of the pile.
- the pile driving mechanism is for most soil types, typically a hammer mechanism, however, in some cases, especially in sandy soil, a vibrator may be used.
- the pile driving mechanism typically comprise a large weight, such as 12 tons, which may be lifted by hydraulic power to a specific height and thereafter dropped against the top surface of the pile in order to apply a force onto the top surface upon impacting the top surface. The force is transmitted through the pile and causes the pile to enter the ground. The above procedure is repeated until the pile is embedded in the ground.
- the holding mechanism is typically a separate entity not connected to the pile driving mechanism.
- the vehicle is typically an excavator but may be any kind of heavy duty vehicle such as a forklift, tractor, crane, bulldozer or backhoe which has a housing exhibiting a large mass of several tons. It may also be a dedicated vehicle for the specific purpose of holding the pile.
- the vehicle may be track driven or wheel driven in order for the holding mechanism to approach the pile.
- the housing may include a cabin for the operator.
- the motor included in the housing is typically a diesel engine which is capable of generating hydraulic power for the arm.
- the arm typically has at least two joints or degrees of freedom in order to be able to move the gripping mechanism in a flexible way in relation to the housing.
- the gripping mechanism typically forms an extension of the arm.
- the frame typically defines a hollow space for accommodating the pile.
- the pile is accommodated between guides, which are distributed along the frame and define an inner periphery.
- the frame When in the open state, the frame should exhibit an opening which allows the pile to be introduced or received into the hollow space of the frame.
- the frame may e.g. constitute two opposing jaws or alternatively a U shaped part and a beam which bridge the opening of the U shaped part.
- the frame When the frame is closed, it will typically completely surround the pile or alternatively leave a very small gap in the frame provided the pile cannot fall out of the frame.
- the pile should not be fixated to the frame, i.e.
- the inner periphery defined by the guides should be slightly larger than the outer periphery of the pile in order to allow the pile to move in the vertical direction during the hammering. It is contemplated that some of the guides may contact the cylindrical surface of the pile as long as the vertical movement of the pile is unrestricted, i.e. the guides should allow the pile to slide along the frame. The guides should however restrict the movement of the pile in any of the directions on the horizontal plane in order for the pile to remain aligned.
- the pile is positioned at the intended location in a vertical orientation by means of a crane.
- the position is maintained by the holding mechanism when the pile is released from the crane and the crane may thus be used to lift the pile driving mechanism.
- the holding mechanism ensures that the pile enters the ground in a vertical direction and not in a slightly skewed direction.
- the weight of the vehicle provides via the arm support of the pile in the direction of the arm, both in a direction towards and in a direction away from the vehicle.
- the vehicle cannot support the pile in any substantial degree in the transversal direction, i.e. perpendicular to the arm.
- the first and second support leg extends from the gripping mechanism to the ground and thereby contributes to the support of the pile in the transversal direction.
- the vehicle, the first ground plate and the second ground plate together define a triangular area, i.e. form a tri-pod support. It is to be understood that the vehicle, i.e. the track or wheels of the vehicle, the first ground plate and the second ground plate establish the corner points of the triangle.
- the arm should apply a downward pressure onto the first ground plate and the second ground plate via the gripping mechanism and the support legs, thereby transferring some of the weight of the vehicle to the ground plates. In this way the gripping mechanism is supported in all horizontal directions, as well as in the downwardly oriented vertical direction. During the hammering action, the gripping mechanism will have a fixed position and the guides will align the pile thereby preventing a skewed direction of the pile.
- the pile must only be aligned once and thereafter, the alignment is maintained by the holding mechanism.
- the hammering action may be interrupted and a more precise alignment may be made.
- the holding mechanism may be removed before the pile is finally embedded in the ground.
- the inwardly oriented guides define an inner periphery of the frame and the position of the plurality of inwardly oriented guides may be varied in order to adjust the inner periphery of the frame.
- the guides may preferably be adjustable in order to be able to use the holding mechanism together with piles having different circumferences.
- the guides are adjusted such that a gap of at least about 10mm is given between the inner periphery of the frame defined by the guides and the outer periphery of the cylindrical surface of the pile.
- the inner periphery defines a diameter between 1m and 5m, preferably between 1.2m and 3m, more preferably between 1.5m and 2.5m, such as 1.7m, 2.0m and 2.1m.
- the holding mechanism according to the present invention is preferably used together with large land based piles such as monopoles or the like. Such piles have an outer periphery defining a diameter of more than one meter.
- the plurality of inwardly oriented guides comprises a number of rollers.
- the guides may be blocks comprising a material of low friction, however, preferably, rollers are used.
- the rollers ensure that the pile may be moved in the vertical direction, but ensures that the pile is guided in the horizontal directions.
- the number of rollers is between 3 and 10, such as between 3 and 5 and preferably 3.
- three rollers are used in order to guide the pile, since three rollers provide stability in all horizontal directions. More than three rollers may be used for larger piles to provide additional stability.
- the first and second supporting legs each define an angle in the horizontal plane in relation to the movable arm of 60-150 degrees, preferably 75-135 degrees, more preferably 90-120 degrees.
- the angles of the triangle establishing the triangular area should be about 45-90 degrees and the angle of the support legs in the horizontal plane in relation to the arm should be around 45 degrees, i.e. the first and second supporting legs should extend in a transversal direction in relation to the arm.
- a very stable tri-pod configuration includes the first support leg, the second support leg and the arm of the housing of the vehicle.
- the first and second supporting legs define between themselves an angle in the horizontal plane of 60-180 degrees, preferably 120-180 degrees, more preferably 150-180 degrees.
- the first and second supporting legs should extend in a transversal direction in relation to the arm and the first and second supporting legs define between themselves an angle in the horizontal plane of 180 degrees. In this way, each of the supporting legs will absorb pile forces which act in the respective horizontal transversal directions of the arm, and the arm will absorb the forces which act in both directions of the arm.
- the first and second supporting legs each define an angle in the vertical plane in relation to each other of 45-135 degrees, preferably 55-125 degrees, more preferably 70-110 degrees, most preferably 90 degrees.
- the first and second supporting legs will also typically define an angle in the vertical plane between themselves, typically about 90 degrees, which will correspond to 45 degrees relative to the vertical direction. In this way a very stable tri-pod configuration will form including the first support leg, the second support leg and the arm of the housing of the vehicle.
- the lengths of the first and second supporting legs may be varied.
- the length of the first and second supporting legs may be varied by e.g. hydraulic power or alternatively manually by means of a telescopic configuration and a peg. In this way the orientation of the pile may be adjusted to compensate for loose soil or hilly terrain.
- the first and second supporting legs may be folded. In this way, the holding mechanism may be made compact in order to easily transporting it to and from the piling site.
- a bracket may be provided in the frame in order to fixate the first and second supporting legs during transport.
- the first and second ground plate comprise spikes in order to be fixated to the ground. The spikes will be embedded into the ground and prevent any slippage of the ground plate relative to the ground. Alternatively, a separate auxiliary ground plate is used which may have the spikes.
- the first and second supporting legs are interconnected, preferably via a chain or wire located adjacent the first and second ground plates.
- the lower portion of the first and second supporting legs may be interconnected by a chain or wire.
- the frame comprises a mechanical lock for locking the frame when the frame defines the closed state.
- the frame may comprise a lock in order to ensure that the pile does not escape from the frame.
- a pile driving mechanism such as a hammer mechanism or a vibrator
- a holding mechanism the pile defining a top surface, a bottom surface and a cylindrical surface extending between the top surface and the bottom surface
- the holding mechanism comprising:
- the pile is typically positioned in the vertical orientation by means of a large crane.
- the gripping mechanism approaches the pile, the frame is opened and the pile is received within the frame via the opening in the frame. Thereafter, the frame is closed and preferably securely locked.
- the pile is thereby suspended in all directions along the horizontal plane but freely movable in the vertical direction. It is contemplated that some minor margin of movement may exist also along the horizontal plane, but the pile should be prevented from falling over or becoming skewed.
- the vehicle, the first ground plate and the second ground plate together define a triangular area in order for the holding mechanism to be able to absorb forces in all directions along the horizontal plane.
- the movable arm should apply a downwardly oriented force towards the first and second ground plates, preferably by means of hydraulic power, in order to ensure that the gripping mechanism maintains a stable position. Thereby, some of the weight of the vehicle is transferred to the first and second ground plates. The gripping mechanism and the guides will thereafter ensure that the pile maintains a vertical orientation during the piling. It is evident that all of the above features mentioned in relation to the assembly according to the first aspect are equally applicable to the method according to the second aspect.
- a gripping mechanism for temporarily holding a pile while a pile driving mechanism, such as a hammer mechanism or a vibrator, is used for causing the pile to enter into the ground, the pile defining a top surface, a bottom surface and a cylindrical surface extending between the top surface and the bottom surface, the gripping mechanism comprising a connector for being connected to a movable arm extending from a housing of a vehicle, the gripping mechanism comprising:
- the vehicle may be an excavator or similar heavy duty vehicle.
- the connector may be a so called quick connector which is used for connecting shovels and similar equipment to the arm of the housing of the vehicle. It is evident that all of the above features mentioned in relation to the assembly according to the first aspect are equally applicable to the method according to the second aspect.
- Fig. 1A shows a perspective view of a pile driving assembly 10 according to the present invention before piling operations have started.
- the pile driving assembly comprises a pile 12 constituting a monopole in the form of a steel pipe.
- the pile 12 comprises a circular cylindrical surface 14 interconnecting a top surface 16 and a bottom surface 18.
- the pile 12 is held in a vertical orientation by means of a wire 20 connected to a crane (not shown) and positioned at the intended location by lowering the pile 12 towards the ground in the direction of the arrow.
- the pile driving assembly 10 further comprises a holding mechanism 22.
- the holding mechanism comprises a heavy duty vehicle 24, in the present case an excavator.
- the vehicle comprises a housing 26 including a motor, typically a diesel engine, for generating propulsion and hydraulic power.
- the vehicle 24 is driven by caterpillar tracks 28.
- the housing 26 of the vehicle 24 comprises a movable arm 30 powered by hydraulic power from the motor in the housing 24 and movable towards the pile 12.
- the movable arm 30 comprises a connector 32 in the form of a quick connector for securely attaching various equipments to the arm 30.
- the connector 32 is connected to a gripping mechanism 34.
- the gripping mechanism 34 extends in the outwardly direction of the arm 30 and comprises a frame 36.
- the frame 36 comprises a first frame part 36' which is fixedly connected to the arm 30 and a movable frame part 36" which may be swung between the present open position and a closed position, which will be shown in connection with fig 1B .
- the frame 36 comprises three rollers 38 which are inwardly oriented and positioned at an angle of 120 degrees relative to each other.
- the gripping mechanism 34 further comprises a first support leg 40 and a second support leg 42.
- the first support leg 40 and the second support leg 42 are telescopic and thereby adjustable.
- the first support leg 40 and the second support leg 42 are terminated by a respective first ground plate 44 and a second ground plate 46.
- the effective area of the first and second ground plates 44 46 may be extended by means of a respective first and second auxiliary ground plate 48 50, each having a cavity 52 52' for accommodating the respective first and second ground plate 44 46.
- the first and second ground plates 44 46 or alternatively the first and second auxiliary ground plate 48 50 may have downwardly oriented spikes in order to achieve a more firm position on the ground.
- the lower sections of the respective first support leg 40 and second support leg 42 are interconnected by means of a wire 54.
- Fig. 1B shows a perspective view of a pile driving assembly 10 when the pile 12 has been positioned on the indented installation site.
- the pile 12 has now been placed in a vertical position on the ground and the arm 30 and gripping mechanism 34 has been moved towards the pile 12 and the pile 12 has been received within the frame 36.
- the frame has also been closed by interconnecting the first frame part 36' and the second frame part 36" thereby circumferentially enclosing the cylindrical surface 14 of the pile 12.
- the first and second support legs 40 42 may be extended in a transversal direction on the horizontal plane relative to the movable arm 30 and form a 45 degree angle relative to the vertical direction as shown in the figure.
- the holding mechanism 22 assumes a stable position supported on three points, namely, the vehicle 24, the first ground plate 44 and the second ground plate 46, forming the corners of a triangle, i.e. a triangular area between themselves.
- the first and second support legs 40 42 are telescopic and may be adjusted according to the arrows in order to align the pile 12 in horizontal plane in the directions transversal to the movable arm 30. Further, the movable arm 30 of the vehicle 24 may be adjusted in order to align the pile 12 in the horizontal plane in the directions of the movable arm 30. In this way the pile 12 may be aligned in the vertical orientation.
- Fig. 1C shows a perspective view of a pile driving assembly 10 when piling operation is about to begin.
- the wire 20 of the crane (not shown) has now been connected to a pile driving mechanism 56 which in the present embodiment constitutes a hammering mechanism.
- the pile driving mechanism 56 comprises a casing 58 and a weight 60.
- the casing 58 is applied on the top surface 16 of the pile 12.
- Fig. 1D shows a perspective view of a pile driving assembly 10 during piling.
- the pile driving mechanism 56 has now started hammering action against the top surface 16 of the pile 12.
- the hammering action is caused by repeatedly lifting and releasing the weight 60 towards the top surface 16 of the pile 12 by means of hydraulic power.
- the pile 12 is thereby caused to enter the ground and will be constantly aligned between the rollers 38 of the frame 36 as the cylindrical surface 14 of the pile slides along the frame 36.
- the pile 12 may get slightly misaligned during the hammering action as indicated by the arrow.
- Fig. 1E shows a perspective view of a pile driving assembly 10 when the pile 12 is aligned by the holding mechanism 22.
- any major misalignment will be prevented by the holding mechanism 24.
- hammering action may be temporarily interrupted and the orientation of the pile 12 may be adjusted by moving the movable arm 30 and/or adjusting the first and second support legs 40 42.
- Fig. 1F shows a perspective view of a pile driving assembly 10 when the pile 12 has been partially embedded into the ground.
- the pile driving mechanism 56 now approaches the gripping mechanism 34 and thus the holding mechanism 22 should be removed by opening the frame 36 and retracting the movable arm 30.
- the pile 12 has now reached a stable position in the ground and must and cannot be aligned any further.
- Fig. 1G shows a perspective view of a pile driving assembly 10 when the pile 12 has been substantially embedded into the ground.
- the casing 58 of the pile driving mechanism 56 has now reached the ground.
- Fig. 1H shows a perspective view of a pile driving assembly 10 when the pile 12 has been substantially embedded into the ground.
- a block 62 In order to continue the piling operation, a block 62 must be placed on the top surface 16 of the pile 12.
- Fig. 1I shows a perspective view of a pile driving assembly 10 when the pile 12 has been substantially embedded into the ground.
- the pile driving mechanism 56 is placed on top of the block 62.
- Fig. 1J shows a perspective view of a pile driving assembly 10 when the pile 12 has been substantially embedded into the ground. The hammering action may now continue until the pile 12 is fully embedded into the ground.
- Fig. 1J shows a perspective view of a pile driving assembly 10 when the pile 12 has been fully embedded into the ground.
- Fig. 2A shows a detailed perspective view of the gripping mechanism 34.
- the gripping mechanism comprise the frame 36 including the first frame part 36' and the second frame part 36" as described above.
- the three rollers 38 are mounted in the frame facing inwardly and at about 120 degrees between them.
- the frame may be releasably connected to a quick connector (not shown) of an arm (not shown) of a vehicle (not shown) by means of an opposite connector 64.
- the first and second supporting legs 40 42 are telescopic and comprise pin holes into which a pin may be inserted in order for the user to be able to adjust and fixate the length of the first and second supporting legs 40 42.
- the frame 36 comprises sleeves 68 and the rollers 38 are each fixated to a roller fixture 70 which is slidable within a dedicated sleeve 68.
- the roller fixtures 70 comprise pin holes 66' such that the rollers 38 may be adjusted for allowing the inner periphery of the frame 30 which is defined by the rollers 38 to be adjusted in order to accommodate piles of different circumference.
- the frame optionally comprises two transport brackets 74 which are used for holding the first and second supporting legs 40 42 during transport of the gripping mechanism 34.
- the first and second supporting legs 40 42 are thereby folded into a respective transport bracket 74.
- Fig. 2B shows a side view of the gripping mechanism 34 showing the first and second support legs 40 42 defining an angle in the vertical plane of about 90 degrees relative to each other and 45 degrees relative to the vertical direction.
- the angle may be adjusted by means of a hydraulic actuator 76.
- the first and second support legs 40 42 are foldable about respective joints 78 78'.
- the chain 54 which preferably is adjustable, limits the angle between the first and second support legs 40 42.
- Fig. 2C shows a top view of the gripping mechanism 34 showing the first and second support legs 40 42 defining an angle in the horizontal plane of about 180 degrees relative to each other and 90 degrees relative to the direction defined by the connector 64.
- Fig. 3A shows a top view of the frame 36 in the closed position, i.e. when the first frame part 36' and the second frame part 36" form an enclosed space.
- Fig. 3B shows a top view of the frame 36 when the frame is about to be opened.
- a locking mechanism 72 is securely joining the first frame part 36' and the second frame part 36".
- the locking mechanism 72 may be swung outwardly as shown in the figure, thereby releasing the second frame part 36" from the first frame part 36'.
- Fig. 3C shows a top view of the frame 36 when the frame is opened.
- the second frame part 36" thereby swings outwardly in relation to the first frame part 36' in the direction of the arrow about a joint 82 by means of a hydraulic frame opener 84.
- the second frame part 36" may swing back towards the first frame part 36' and the locking mechanism may swing back towards the first frame part 36' in order to securely lock the first frame part 36' to the second frame part 36".
- Pile driving assembly 48 First auxiliary ground plate 12.
- Pile 50 The Second auxiliary ground plate 14.
- Cylindrical surface 52 The Cavity 16.
- Pile driving mechanism (hammer mechanism) 20.
- Block 26. Housing (including motor) 64.
- Connector 70 The Roller fixture 34. Gripping mechanism 72.
- Locking mechanism 36 Frame 74. Transport bracket 38. Roller (guide) 76.
- Hydraulic leg actuator 40 First supporting leg 78. Joint 42. Second supporting leg 80. Hydraulic locking actuator 44.
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Agronomy & Crop Science (AREA)
- Environmental & Geological Engineering (AREA)
- Soil Sciences (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP20120170306 EP2557232B1 (fr) | 2012-05-31 | 2012-05-31 | Ensemble de commande d'empilage |
DK12170306T DK2557232T3 (da) | 2012-05-31 | 2012-05-31 | Pælerammearrangement |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP20120170306 EP2557232B1 (fr) | 2012-05-31 | 2012-05-31 | Ensemble de commande d'empilage |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2557232A1 true EP2557232A1 (fr) | 2013-02-13 |
EP2557232B1 EP2557232B1 (fr) | 2014-10-15 |
Family
ID=46201436
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP20120170306 Active EP2557232B1 (fr) | 2012-05-31 | 2012-05-31 | Ensemble de commande d'empilage |
Country Status (2)
Country | Link |
---|---|
EP (1) | EP2557232B1 (fr) |
DK (1) | DK2557232T3 (fr) |
Cited By (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107761755A (zh) * | 2017-11-30 | 2018-03-06 | 天津大学 | 一种海上风电复合筒型基础 |
NL2018066B1 (en) * | 2016-12-23 | 2018-07-02 | Itrec Bv | A method for installation of a pile adapted to support an offshore wind turbine, wave-induced motion compensated pile holding system, vessel, and pile holder. |
CN108265708A (zh) * | 2018-03-28 | 2018-07-10 | 周兆弟 | 桩工设备 |
CN110158591A (zh) * | 2018-02-12 | 2019-08-23 | 周兆弟 | 桩锤组件及具有该桩锤组件的打桩机 |
CN110450680A (zh) * | 2019-08-13 | 2019-11-15 | 浙江大学台州研究院 | 接触网支柱智能作业机械设备 |
CN112726615A (zh) * | 2020-12-29 | 2021-04-30 | 广东精铟海洋工程股份有限公司 | 一种运动补偿抱桩器 |
CN113047280A (zh) * | 2021-03-22 | 2021-06-29 | 李和礼 | 一种便携式篱笆打桩的装置 |
US11441288B2 (en) | 2017-09-20 | 2022-09-13 | Innogy Se | Pile and method of installing |
CN115045271A (zh) * | 2022-06-28 | 2022-09-13 | 中交四公局第三工程有限公司 | 桩基钢护筒运输施工台车及桩基钢护筒定位施工工艺 |
CN117266151A (zh) * | 2023-11-20 | 2023-12-22 | 中铁十二局集团有限公司 | 一种软土路基打桩装置 |
EP4230800A3 (fr) * | 2017-12-22 | 2024-01-17 | Itrec B.V. | Système de maintien de pieu, navire et procédé d'installation de pieu |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR102501321B1 (ko) * | 2021-05-20 | 2023-02-21 | 이현후 | 해상 바닥 설치용 바이브레이션 말뚝 설치장치 |
Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4172681A (en) | 1978-03-07 | 1979-10-30 | Hache Joseph R R | Sheet pile guide |
EP0392309A2 (fr) | 1989-04-11 | 1990-10-17 | Per Aarsleff A/S | Engin de battage, procédé pour le transport et l'érection de l'engin de battage et procédé pour l'établissement d'une fondation |
EP0398833A1 (fr) | 1989-05-18 | 1990-11-22 | Christian Barth | Dispositif permettant de manutentionner, enclencher entre eux, guider, foncer, mettre en fiche des profilés métalliques palplanches |
EP1512796A1 (fr) * | 2003-09-04 | 2005-03-09 | Per Aarsleff A/S | Ecran insonorisant montable à un batteur de pieux |
EP1983147A2 (fr) * | 2007-04-16 | 2008-10-22 | Liebherr-Werk Nenzing GmbH | Appareil de montage, jumelle et procédé de montage de la jumelle sur l'appareil de montage |
DE102008022478B3 (de) * | 2008-05-07 | 2009-10-01 | Krinner Innovation Gmbh | Schraubvorrichtung zum Einschrauben von Fundamenteinrichtungen als Anbaugerät zum Anbau an den Auslegerarm eines Baufahrzeuges |
WO2011073778A1 (fr) | 2009-12-17 | 2011-06-23 | Vetco Gray Scandinavia As | Dispositif pour le stockage, le transport et la manipulation sous-marine de montants de guidage |
US20110299938A1 (en) | 2010-06-08 | 2011-12-08 | Ihc Holland Ie B.V. | Method of and system for installing foundation elements in an underwater ground formation |
-
2012
- 2012-05-31 DK DK12170306T patent/DK2557232T3/da active
- 2012-05-31 EP EP20120170306 patent/EP2557232B1/fr active Active
Patent Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4172681A (en) | 1978-03-07 | 1979-10-30 | Hache Joseph R R | Sheet pile guide |
EP0392309A2 (fr) | 1989-04-11 | 1990-10-17 | Per Aarsleff A/S | Engin de battage, procédé pour le transport et l'érection de l'engin de battage et procédé pour l'établissement d'une fondation |
EP0398833A1 (fr) | 1989-05-18 | 1990-11-22 | Christian Barth | Dispositif permettant de manutentionner, enclencher entre eux, guider, foncer, mettre en fiche des profilés métalliques palplanches |
EP1512796A1 (fr) * | 2003-09-04 | 2005-03-09 | Per Aarsleff A/S | Ecran insonorisant montable à un batteur de pieux |
EP1983147A2 (fr) * | 2007-04-16 | 2008-10-22 | Liebherr-Werk Nenzing GmbH | Appareil de montage, jumelle et procédé de montage de la jumelle sur l'appareil de montage |
DE102008022478B3 (de) * | 2008-05-07 | 2009-10-01 | Krinner Innovation Gmbh | Schraubvorrichtung zum Einschrauben von Fundamenteinrichtungen als Anbaugerät zum Anbau an den Auslegerarm eines Baufahrzeuges |
WO2011073778A1 (fr) | 2009-12-17 | 2011-06-23 | Vetco Gray Scandinavia As | Dispositif pour le stockage, le transport et la manipulation sous-marine de montants de guidage |
US20110299938A1 (en) | 2010-06-08 | 2011-12-08 | Ihc Holland Ie B.V. | Method of and system for installing foundation elements in an underwater ground formation |
EP2395156A1 (fr) * | 2010-06-08 | 2011-12-14 | IHC Holland IE B.V. | Procédé et système d'installation d'éléments de fondation dans une formation de sol sous-marin |
Cited By (15)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US11008726B2 (en) | 2016-12-23 | 2021-05-18 | Itrec B.V. | Method for installation of a pile adapted to support an offshore wind turbine, wave-induced motion compensated pile holding system, vessel, and pile holder |
NL2018066B1 (en) * | 2016-12-23 | 2018-07-02 | Itrec Bv | A method for installation of a pile adapted to support an offshore wind turbine, wave-induced motion compensated pile holding system, vessel, and pile holder. |
US11441288B2 (en) | 2017-09-20 | 2022-09-13 | Innogy Se | Pile and method of installing |
CN107761755A (zh) * | 2017-11-30 | 2018-03-06 | 天津大学 | 一种海上风电复合筒型基础 |
EP4230800A3 (fr) * | 2017-12-22 | 2024-01-17 | Itrec B.V. | Système de maintien de pieu, navire et procédé d'installation de pieu |
CN110158591A (zh) * | 2018-02-12 | 2019-08-23 | 周兆弟 | 桩锤组件及具有该桩锤组件的打桩机 |
CN110158591B (zh) * | 2018-02-12 | 2024-05-14 | 周兆弟 | 桩锤组件及具有该桩锤组件的打桩机 |
CN108265708A (zh) * | 2018-03-28 | 2018-07-10 | 周兆弟 | 桩工设备 |
CN108265708B (zh) * | 2018-03-28 | 2024-03-15 | 周兆弟 | 桩工设备 |
CN110450680A (zh) * | 2019-08-13 | 2019-11-15 | 浙江大学台州研究院 | 接触网支柱智能作业机械设备 |
CN110450680B (zh) * | 2019-08-13 | 2024-03-08 | 浙江大学台州研究院 | 接触网支柱智能作业机械设备 |
CN112726615A (zh) * | 2020-12-29 | 2021-04-30 | 广东精铟海洋工程股份有限公司 | 一种运动补偿抱桩器 |
CN113047280A (zh) * | 2021-03-22 | 2021-06-29 | 李和礼 | 一种便携式篱笆打桩的装置 |
CN115045271A (zh) * | 2022-06-28 | 2022-09-13 | 中交四公局第三工程有限公司 | 桩基钢护筒运输施工台车及桩基钢护筒定位施工工艺 |
CN117266151A (zh) * | 2023-11-20 | 2023-12-22 | 中铁十二局集团有限公司 | 一种软土路基打桩装置 |
Also Published As
Publication number | Publication date |
---|---|
EP2557232B1 (fr) | 2014-10-15 |
DK2557232T3 (da) | 2014-10-27 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP2557232B1 (fr) | Ensemble de commande d'empilage | |
US11479940B2 (en) | Apparatus and method for lifting building foundations | |
US7866927B1 (en) | Pole installation system | |
CN112770995A (zh) | 用于使具有纵向方向的管状元件在外端竖立的装置和方法 | |
US8555563B1 (en) | Pole installation system | |
EP2225419A1 (fr) | Appareil pour faire descendre ou monter des objets allongés | |
JP6865518B1 (ja) | 山留壁及びその形成方法 | |
JP6761556B1 (ja) | 山留壁形成方法 | |
CN117328454A (zh) | 复杂填海陆域区超长预应力管桩限位与液压冲锤沉桩方法 | |
JP2011162990A (ja) | 山留用h型鋼材の引抜装置 | |
JP5292019B2 (ja) | 杭施工装置及び場所打ちコンクリート杭の構築方法 | |
US5522678A (en) | Ground anchors | |
JP5946055B2 (ja) | 削孔機取付用ブラケット及び削孔システム | |
JP2015169062A (ja) | 杭圧入装置 | |
JP6271664B2 (ja) | 杭圧入装置 | |
RU89130U1 (ru) | Установка для погружения свай | |
JP3818489B2 (ja) | 鋼管圧入装置の運搬据付装置と運搬据付方法 | |
RU60090U1 (ru) | Комплект оборудования для забивки вертикальных и наклонных свай при строительстве длинномерных причалов и пирсов на акваториях | |
US9797199B1 (en) | High speed precision guide device for creating holes for piles or other support members | |
CN218521778U (zh) | 一种旋挖全套管灌注桩套管起拔孔口夹持固定装置 | |
CN217651795U (zh) | 预应力桩施工定位装置 | |
US20230332367A1 (en) | Drilling apparatus for creating a borehole | |
US3498065A (en) | Method and apparatus for barge anchoring and stabilizing | |
CN216515812U (zh) | 一种具有可伸缩框架和可拆卸护栏的人工挖孔吊机 | |
JP3947624B2 (ja) | 圧入装置及びその装置を使用した沈設構造物構築工法 |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): 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 |
|
17P | Request for examination filed |
Effective date: 20130813 |
|
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 |
|
GRAJ | Information related to disapproval of communication of intention to grant by the applicant or resumption of examination proceedings by the epo deleted |
Free format text: ORIGINAL CODE: EPIDOSDIGR1 |
|
INTG | Intention to grant announced |
Effective date: 20140403 |
|
GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
|
INTG | Intention to grant announced |
Effective date: 20140507 |
|
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: CH Ref legal event code: EP Ref country code: GB Ref legal event code: FG4D |
|
REG | Reference to a national code |
Ref country code: DK Ref legal event code: T3 Effective date: 20141021 |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: FG4D |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: REF Ref document number: 691769 Country of ref document: AT Kind code of ref document: T Effective date: 20141115 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R096 Ref document number: 602012003393 Country of ref document: DE Effective date: 20141127 |
|
REG | Reference to a national code |
Ref country code: NL Ref legal event code: VDEP Effective date: 20141015 |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: MK05 Ref document number: 691769 Country of ref document: AT Kind code of ref document: T Effective date: 20141015 |
|
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: 20141015 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
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: 20150115 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: 20150216 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: 20150215 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: 20141015 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: 20141015 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: 20141015 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: CY Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20141015 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: 20150116 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: 20141015 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: 20141015 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: 20141015 Ref country code: AT 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: 20141015 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: 20141015 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: 20141015 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R097 Ref document number: 602012003393 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: 20141015 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: 20141015 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: 20141015 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: 20141015 |
|
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: IT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20141015 |
|
26N | No opposition filed |
Effective date: 20150716 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LU 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: 20150531 Ref country code: LI Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20150531 Ref country code: CH Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20150531 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: 20141015 |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: MM4A |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: ST Effective date: 20160129 |
|
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: 20141015 |
|
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: 20150531 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: FR Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20150601 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R082 Ref document number: 602012003393 Country of ref document: DE Representative=s name: COHAUSZ & FLORACK PATENT- UND RECHTSANWAELTE P, DE Ref country code: DE Ref legal event code: R081 Ref document number: 602012003393 Country of ref document: DE Owner name: PER AARSLEFF A/S, DK Free format text: FORMER OWNER: PER AARSLEFF A/S, HASSELAGER, DK |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
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: 20141015 |
|
REG | Reference to a national code |
Ref country code: GB Ref legal event code: 732E Free format text: REGISTERED BETWEEN 20170126 AND 20170201 |
|
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: 20120531 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: 20141015 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: 20141015 |
|
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: 20141015 |
|
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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20141015 |
|
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: 20141015 |
|
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: 20141015 |
|
P01 | Opt-out of the competence of the unified patent court (upc) registered |
Effective date: 20230509 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DK Payment date: 20230515 Year of fee payment: 12 Ref country code: DE Payment date: 20230524 Year of fee payment: 12 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: GB Payment date: 20230523 Year of fee payment: 12 |