A DEVICE FOR SECURING A CONNECTION TO BE FORMED BETWEEN A LEG OF A MARINE STRUCTURE AND A PILE OF A FUNDAMENT FASTENED IN A SEABED

Abstract

A device is for securing a connection to be formed between a leg of a marine structure and a pile of a fundament fastened in a seabed. The connection has the leg partly inserted into an opening of the pile. The device is configured to be firmly connected to the leg. The device comprises a sleeve element configured, together with the leg of the marine structure, to be brought to vicinity of an upper portion of the pile. The device further has a clamping arrangement attached to the sleeve element comprising at least one clamping device configured to form an attachment between the sleeve element and the upper portion of the pile.

Claims

1. A device for securing a connection to be formed between a leg of a marine structure and a pile of a fundament fastened in a seabed, wherein the connection comprising the leg partly inserted into an opening of the pile, wherein the device is configured to be firmly connected to the leg, the device comprising a sleeve element configured, together with the leg of the marine structure, to be brought to vicinity of an upper portion of the pile, and a clamping arrangement attached to the sleeve element comprising at least one clamping device configured to form an attachment between the sleeve element and the upper portion of the pile.

2. The device according to claim 1, wherein the clamping device comprises a clamp mechanism comprising a displaceable wedge configured to form a wedged engagement with the upper portion of the pile.

3. The device according to claim 1, wherein the clamp mechanism comprises a setting member configured to act on the wedge for forming the attachment between the sleeve element and the upper portion of the pile.

4. The device according to claim 2, wherein the setting member comprises an axial displaceable bolt configured acting on the wedge so that the wedge is displaced into engagement with said envelope surface of the pile.

5. The device according to claim 4, wherein the displaceable bolt is configured to be controlled by a drive unit, wherein the clamping device comprises the drive unit or the clamping device comprises connection means for connection to a drive unit.

6. The device according to claim 5, wherein the drive unit is one of a hydraulic, pneumatic and electric driven drive unit.

7. The device according to claim 1, wherein the device comprises a connection assembly configured to firmly connect the device to the leg.

8. The device according to claim 1, wherein the device is further configured to provide an electric connection by engagement of the clamping device with the pile so that the electrical connection is established between the pile and the leg of the structure.

9. The device according to claim 1, wherein the device comprises a damping arrangement attached to the sleeve element comprising at least one damping device configured to be brought to engagement with a top portion of the pile when the leg is inserted into the opening of the pile, wherein the damping device comprises a displaceable piston rod configured to engage with top portion of the pile so that an impact between the pile and the sleeve element is dampened.

10. The device according to claim 9, wherein the damping device comprises one of a hydraulic, pneumatic and electric driven piston rod.

11. The device according to claim 9, wherein the position piston rod is configured to be controlled by a further drive unit so that an inserted length of the leg in the opening of the pile is adjusted, wherein the damping device comprises the drive unit or the damping device comprises connection means for connection to a drive unit.

12. A marine arrangement comprising a marine structure with one or more legs and a device for securing a connection to be formed between said one or more legs and a pile of a fundament fastened in a seabed, wherein the connection comprising said one or more legs partly inserted into an opening of the pile, wherein the device is configured to be firmly connected to said one or more legs, the device comprising a sleeve element configured, together with the leg of the marine structure, to be brought to vicinity of an upper portion of the pile, and a clamping arrangement attached to the sleeve element comprising at least one clamping device configured to form an attachment between the sleeve element and the upper portion of the pile attached to an end portion of said one or more legs.

13. The marine arrangement according to claim 12 further comprising a remotely operated vehicle comprising a drive unit.

14. A marine installation comprising a marine structure with one or more legs, a device for securing a connection to be formed between said one more legs and a pile of a fundament fastened in a seabed, wherein the connection comprising the leg partly inserted into an opening of the pile, wherein the device is configured to be firmly connected to said one or more legs, the device comprising a sleeve element configured, together with the leg of the marine structure, to be brought to vicinity of an upper portion of the pile, and a clamping arrangement attached to the sleeve element comprising at least one clamping device configured to form an attachment between the sleeve element and the upper portion of the pile attached to said one or more legs of the structure and a pile of a fundament fastened in a seabed, wherein the clamping device has formed an attachment between the sleeve element and the top portion of the pile.

15. A method for establishing a marine installation involving a device for securing a connection to be formed between a leg of a marine structure and a pile of a fundament fastened in a seabed, wherein the connection comprising the leg partly inserted into an opening of the pile, wherein the device is configured to be firmly connected to the leg, the device comprising a sleeve element configured, together with the leg of the marine structure, to be brought to vicinity of an upper portion of the pile, and a clamping arrangement attached to the sleeve element comprising at least one clamping device configured to form an attachment between the sleeve element and the upper portion of the pile; wherein the method comprises the steps of: connecting the marine structure provided with the device firmly connected to said at least one leg to a lifting device, positioning the marine structure so that the at least one leg of the structure is inserted into an opening of the pile, engaging the at least one clamping device so that an attachment is established between the sleeve element and a top portion of the pile, and disconnecting the marine structure from the lifting device.

16. The method according to claim 15, wherein the method further comprises: filling a flowable solidifier into a gap at the leg and the pile after the attachment is established between the sleeve element and a top portion of the pile.

17. The method according to claim 15, wherein the method further comprises: positioning the marine structure so that the damping device is dampening an impact between the sleeve element and the pile.

18. The method according to claim 15, wherein the method further comprises: displacing the piston rod of the damping device so that an inserted length of the leg in the opening of the pile is adjusted.

19. The method according to claim 15, wherein the method further comprises: displacing at least one of the piston rods of the damping devices at the legs of the structure so that the structure is arranged in a vertical or substantial vertical position in respect to the surface of the sea.

20. The method according to claim 15, wherein the method further comprises: establish a connection between a remotely operated vehicle and the device for controlling the at least one clamping device and the damping device.

21.-23. (canceled)

Description

BRIEF DESCRIPTION OF FIGURES

[0046] In the following is described examples of preferred embodiments illustrated in the accompanying drawings, wherein:

[0047] FIG. 1 discloses a marine installation according to an embodiment of the invention comprising a device arranged at a connection between a leg of a marine structure and a pile of a fundament;

[0048] FIG. 2 discloses a further view of one of the devices in FIG. 1;

[0049] FIG. 3 discloses a yet another view of one of the devices in FIG. 1;

[0050] FIG. 4 discloses an embodiment of a clamping device of the device in FIG. 1;

[0051] FIG. 5 discloses a flow chart of a method according to an embodiment of the invention;

[0052] FIG. 6 discloses a flow chart of an embodiment of possible additional steps to the method in FIG. 5.

DETAILED DESCRIPTION OF THE INVENTION

[0053] In FIG. 1 is a marine installation 2 according to an embodiment of the invention disclosed. The installation 2 comprises a device 1 arranged at a connection between a leg 3 of a marine structure and a pile 5 of a fundament. In the disclosed embodiment in FIG. 1, two devices 1 are seen arranged at the outer part of the leg 3.

[0054] The installation 2 is established by means of that legs 3 of a marine structure are lower and inserted into an opening in piles 5 of the fundament in the seabed. The device 1 or devices 1 are configured to be attached to the outer part of the legs 3, as disclosed in FIG. 1, and establishing a temporary connection between the legs 3 and the pile 5 prior to and during a grouting operation. The device 1 will be explained in detail in the following.

[0055] The device 1 comprises a sleeve element 10 and a connection assembly 25 configured to firmly connect the device 1 to the outer part of the leg 3. After being attached to the leg 3 of the marine structure, the sleeve element 10 is configured, together with the leg 3, to be brought to vicinity of an upper portion of the pile 5 as the leg 3 is inserted into the opening in the pile 5.

[0056] The device 1 further comprises a clamping arrangement attached to the sleeve element 10. The clamping arrangement comprising a clamping device 15 configured to form an attachment between the sleeve element 10 and the upper portion of the pile 5. The clamping device 15 is further configured to provide an electric connection from an engagement of the clamping device 15 with the pile 5 to a connection between the connection assembly 25 and the leg 3 of the structure.

[0057] In the disclosed embodiment, the device 1 is provided with two clamping devices 15. The clamping device 15 comprising a clamp mechanism 32 comprising a displaceable wedge 30 configured to form a wedged engagement with the upper portion of the pile 5. The clamp mechanism 32 will be explained further in detail with reference to FIG. 4.

[0058] The device 1 further comprises a damping arrangement comprising a damping device 20 configured to be brought to engagement with an upper portion of the pile 5 when the leg 3 is inserted into the opening of the pile 5. The damping device 20 comprises displaceable piston rod that engages with upper portion of the pile 5 when the damping device 20 configured to be brought to engagement with an upper portion of the pile 5. Thereby, an impact between the pile 5 and the sleeve element 10 is dampened. The damping device 20 is further configured to be used for setting the structure in a vertical or substantial vertical position.

[0059] The damping device 20 comprises for example one of a hydraulic, pneumatic and electric driven piston rod. The position piston rod is configured to be controlled by means of a further drive unit so that an inserted length of the leg 3 in the opening of the pile 5 is adjusted.

[0060] The damping device 20 comprises the drive unit or the damping device 20 comprises connection means for connection to a drive unit, such as located at a Remotely Operated Vehicle (ROV).

[0061] In FIGS. 2 and 3 are different views of the device 1 in FIG. 1 disclosed in further details. In the disclosed embodiment, the connection assembly 25 is connected to an upper part of the damping device 20.

[0062] In FIG. 4 is an embodiment of a clamping device 15 of the device 1 in FIG. 1 disclosed in a cross section. The clamping device 15 comprises a displaceable wedge 30 and a clamp mechanism 32 for controlling the displacement of the wedge 30. In the disclosed embodiment in FIG. 4, the clamping device 15 is provided with a cap 35 for protecting the clamp mechanism 32. The cap 35 is adapted to be removed in order to access the clamp mechanism 32.

[0063] The clamping device 15 comprises a body 40 holding the wedge 30 and the clamp mechanism 32. The body 40 comprises an opening for receiving a wall section of the pile 5 at the upper portion of the pile 5. The clamping device 15 comprises a setting member for activating the clamp mechanism 32 and forming the attachment between the sleeve element and the upper portion of the pile 5.

[0064] When the wall section of the pile 5 has been introduced in the opening, the wedge 30 is positioned in vicinity to an envelope surface of the upper portion of the pile 5 and the wedge 30 is configured to be displaced by means of the clamping mechanism to engagement with the envelope surface of the pile 5. Thereby, a rigid connection is formed between the leg 3 of the structure and the pile 5, which enables the structure to be released from a jack-up platform or a crane vessel for a subsequent grouting operation.

[0065] In the disclosed embodiment, the setting member comprises an axial displaceable bolt 45 configured to act on the wedge 30 so that the wedge 30 is displaced into engagement with said envelope surface of the pile 5. The displaceable bolt 45 is configured to be controlled by means of a drive unit. The drive unit may be a part of the clamping device 15 or the clamping device 15 comprises connection means for connection to an external a drive unit, such as arranged at a ROV. The drive unit is for example one of a hydraulic, pneumatic and electric driven drive unit.

[0066] In the disclosed embodiment, the clamp mechanism 32 comprises a nut 46 for locking the displacement of the bolt 45. In the disclosed embodiment, the clamp mechanism 32 further comprises a release mechanism with a release bolt 48 for quickly releasing an engagement between the wedge 30 and the envelope surface of the pile 5.

[0067] It shall be understood that alternative embodiments of the clamping mechanism are applicable, such as pulling a displaceable bolt or a threaded bolt configured to be rotated for the purpose of acting on the wedge, and etcetera.

[0068] In FIG. 5 is a flow chart of a method for establishing a marine installation according to an embodiment of the invention disclosed.

[0069] The method is initiated in a step 110 of connecting the marine structure provided with the device 1 to a lifting device, such as crane of a crane ship. The device 1 is firmly connected to the at least one leg 3 of the structure by means of the connection assembly 25.

[0070] In a step 120, the method comprises positioning the marine structure so that the at least one leg 3 of the structure is inserted into the opening of the pile 5. The positioning generally relates to an operation of lowering the structure towards the pile 5 or piles 5 so the that at least one leg 3 enters into the opening of the respective pile 5. The at least one leg 3 is inserted to an extent until the sleeve element 10 of the device 1 contacts the upper portion of the respective pile 5.

[0071] In a step 130, the method comprises engaging the at least one clamping device 15 of the device 1 so that an attachment is established between the sleeve element 10 and an upper portion of the pile 5. The attachment is established by means of the at least one clamping device 15 of the device 1. The engagement of the at least one clamping device 15 may for example be induced by a remotely operated vehicle, so called ROV.

[0072] By engaging the at least one clamping device 15 an electric connection between the pile 5 and the leg 3 of the structure is provided. By means of the electrical connection between the structure and the pile 5, corrosion control measures may be implemented for the structure and the pile 5, such as corrosion control involving cathodic protection.

[0073] In a step 140, the method comprises disconnecting the marine structure from the lifting device. By means of device 1 and the method of the invention, the attachment between the sleeve element 10 and the pile 5 enables the lifting device to be disconnected and further permits the structure to be left standing until a subsequent grouting operation. Accordingly, the device 1 and the method of the invention facilitates the installation of the structure in that the need for the lifting device is reduced.

[0074] In a step 150, the method comprises filling a flowable solidifier into a gap at the leg 3 and the pile 5 after the attachment is established between the sleeve element 10 and a upper portion of the pile 5. In a step 160, the method comprises solidifying the flowable solidifier. The flowable solidifier has the function of providing the permanent attachment of the structure to the pile 5.

[0075] In FIG. 6 is a flow chart is disclosed of an embodiment of possible additional steps to the method in FIG. 5.

[0076] In a step 122, the method comprises positioning the marine structure so that the damping device 20 is dampening an impact between the sleeve element 10 and the pile 5. By means of dampening the impact as the leg 3 of the structure is inserted into the opening of the pile 5, the risk of damage to the structure or the pile 5 is reduced.

[0077] In a step 124, the method further comprises the step of displacing the piston rod of the damping device 20 so that an inserted length of the leg 3 in the opening of the pile 5 is adjusted. In particular, the step involves displacing at least one of the piston rods of the damping devices 20 so that the structure is arranged in a vertical or substantial vertical orientation in respect to the surface of the sea.

[0078] Accordingly, the damping device 20 facilitates the operation of positioning the leg 3 of the structure into the opening in the pile 5 and further enables the structure to be set in the vertical orientation. When the structure comprises a plurality of legs 3, such as in FIG. 5, the damping devices 20 are used to adjust the position between the sleeve element 10 and the pile 5 so that all the legs 3 are aligned, and the structure is arranged in a vertical or substantial vertical orientation in respect to the surface of the sea.

[0079] It should be noted that the above-mentioned embodiments illustrate rather than limit the invention, and that those skilled in the art will be able to design many alternative embodiments without departing from the scope of the appended claims. In the claims, any reference signs placed between parentheses shall not be construed as limiting the claim. Use of the verb “comprise” and its conjugations does not exclude the presence of elements or steps other than those stated in a claim. The article “a” or “an” preceding an element does not exclude the presence of a plurality of such elements. The mere fact that certain measures are recited in mutually different dependent claims does not indicate that a combination of these measures cannot be used to advantage.