This patent application claims priority from Italian patent application no. 102018000008685 filed on 18 Sep. 2018, the entire disclosure of which is incorporated herein by reference.
The present invention relates to a laying tower for laying pipelines on a bed of a body of water.
Pipelines for transporting hydrocarbons are laid on the bed of a body of water by means of laying vessels, each of which is configured for assembling the pipeline on board the laying vessel and for laying the pipeline as it is gradually assembled. Thus, the laying vessel comprises assembling equipment and a launching ramp for the so-called “S” launch or a laying tower for carrying out the so-called “J” launch. The letters “S” and “J” identify the type of launch in relation to the shape, which the pipeline assumes between the laying vessel and the bed of the body of water. The so-called “S” launch is particularly adapted for laying pipelines with high productivity on medium shallow sea-beds, while the so-called “J” launch is adapted for laying the pipeline on deep sea-beds and along steep escarpments.
Generally, a laying vessel equipped with a laying tower comprises at least one area for prefabricating joints having a unitary length, generally 12 meters, for forming multiple joints having a multiple length of the unitary length. The multiple joints supply the laying tower in succession and are joined to the pipeline during construction, which is partly arranged in the body of water. In a typical configuration, the laying tower comprises a supporting structure, which can be hinged to the laying vessel; a clamp arranged in a given position along the supporting structure and a second clamp arranged above the first clamp and movable along the frame for providing a laying travel for advancing the pipeline towards the body of water having a length substantially equal to the length of the multiple joint, and a successive return travel. Clearly, the movement of the pipeline comprises that at least one among the first and the second clamp is in contact with the pipeline in the construction phase. The joining of the multiple joints aligned with the pipeline in the construction phase is performed in the laying tower in a single work station and the time for performing this junction influences the overall laying time of the pipeline. To this end, it would be desirable to produce particularly long multiple joints in order to reduce the number of joints performed in the laying tower. However, particularly long multiple joints require particularly long laying towers, which allow the second clamp to make a longer laying travel. Moreover, when a particularly long laying tower is arranged in a vertical position or close to the vertical position, a large laying vessel is needed to operate in safety. It follows that increased productivity in laying pipelines on the bed of the body of water is possible, but requires important investments in large vessels.
It is the object of the present invention to provide a particularly versatile laying tower, which reduces the drawbacks of the prior art.
According to the present invention, a laying tower is provided for laying pipelines on the bed of a body of water, the laying tower comprising:
In other words, the second clamp is capable of performing laying travels guided by the supporting structure along the first section and above the first clamp and laying travels along the second section only partially guided by the supporting structure. It follows that the laying travels along the second section are not limited by the extension of the supporting structure of the laying tower and the laying tower is capable of laying relatively long multiple joints without needing an elevated height of the laying tower. A taller laying tower should be required supported by a larger laying vessel.
Since the second section of the path extends mainly in the body of water, the laying tower comprises a cable actuating device configured for controlling the position of the second clamp, both along the supporting structure and along the pipeline.
In greater detail, the cable actuating device comprises two winches mounted to the supporting structure and two cables connected to the second clamp. The cables are parallel and act substantially in synchronism so as to avoid misalignments of the second clamp.
According to the present invention, the first clamp is mounted to the supporting structure so as to be selectively arranged in a first position along the longitudinal axis and in a second position remote from the longitudinal axis, to allow the transit of the second clamp along the gripping zone of the first clamp and the transit of special bulky pieces, such as, for example, valve assemblies associated with the multiple joint. The possibility of arranging the second clamp above the first clamp allows the configuration of the laying tower to be changed between a first configuration, wherein the second clamp makes a laying travel above the first clamp with the limits imposed by the supporting structure and a second configuration, wherein the second clamp makes laying travels below the first clamp.
In greater detail, the laying tower comprises a first arm hinged to the supporting structure and configured for supporting the first clamp and tilting the first clamp between the first and the second position. Clearly, the operation is carried out by means of hydraulic actuators.
In order to allow the movement of the first clamp from the position along the longitudinal axis and the insertion of the same along the longitudinal axis also when a pipeline is present, the first clamp comprises a U-shaped structure; a plurality of first jaws and a plurality of first actuators supported by the U-shaped structure and configured for actuating the jaws between an open position and a closed position.
According to the present invention, the laying tower comprises a trolley, which comprises a frame; and two cursors, which are arranged on opposite sides of the frame and configured for engaging the guides.
In greater detail, the second clamp is hung to the trolley and hinged to the trolley.
In this way, the group formed by the trolley and by the second clamp is capable of being advanced along curved paths without transmitting particular stress to the pipeline and vice versa. In fact, when the group formed by the trolley and by the second clamp is guided only by the pipeline, it is not engaged in the supporting structure, the pipeline can assume a slight curvature.
From a structural point of view, the second clamp comprises an annular structure; a plurality of second jaws; and a plurality of second actuators supported by the annular structure and configured for actuating the respective second jaws between a closed position and an open position. If, on the one hand, the annular structure does not allow the second clamp to be disengaged laterally from the pipeline, on the other, the annular structure allows gripping forces, distributed about the pipeline, to be exerted.
In this case, the second clamp comprises a plurality of rollers for guiding the second clamp along the pipeline in order to prevent rubbing between the second clamp and the pipeline when the second clamp slides with respect to the pipeline.
According to the present invention, the laying tower comprises a supply and control system of the second clamp comprising at least one supply cable connected to the trolley for supplying hydraulic power and/or electricity to the second clamp and exchanging signals between the second clamp and a control station. Clearly, the supply cable can be wound and unwound to follow the position of the trolley and the second clamp.
According to the present invention, the laying tower comprises a transfer clamp, which is arranged above the first clamp, it is configured for selectively clamping, releasing and supporting a multiple joint, and it is mounted to the supporting structure by means of a movable arm configured for arranging the transfer clamp between a rest position remote from the longitudinal axis; an operative position along the longitudinal axis; and an operative position offset with respect to the longitudinal axis.
In this way, the transfer clamp grips the multiple joint at the lower end thereof when it is not yet aligned with the longitudinal axis and arranges it, by means of the movable arm, at the longitudinal axis. When the multiple joint has been joined to the pipeline, the transfer clamp is arranged in a position where it does not hinder the laying operations.
In particular, the arm is hinged to the supporting structure and is telescopic to guarantee a positioning on a plane perpendicular to the longitudinal axis.
Since the transfer clamp is not capable of transferring the multiple joint by itself, the laying tower comprises a plurality of manipulator arms, which are mounted to the supporting structure above the first clamp, they can be selectively coupled to a multiple joint for transferring the multiple joint between a position offset with respect to the longitudinal axis and a position coincident with the longitudinal axis. Unlike the transfer clamp, the manipulator arms do not have the function of supporting the weight of the multiple joint.
In the laying tower, the multiple joint is held in position along the longitudinal axis by a plurality of guiding devices, which are configured for axially coupling, in a sliding manner, to a multiple joint.
When the second clamp is arranged along the second section of the path, the upper free end of the multiple joints is housed in an aligning device, movable along the longitudinal axis and configured for keeping the multiple joint aligned with the longitudinal axis.
According to the present invention, the laying tower comprises a load device, which comprises an arm; an actuating mechanism for arranging the arm between a lowered position and a raised position substantially parallel to the longitudinal axis; and a plurality of gripping devices distributed along the arm for selectively gripping a multiple joint in a plurality of points. Basically, the transfer clamp and the manipulator arms grip a multiple joint arranged opposite the supporting structure while it is supported by the arm in the raised position and by the gripping devices.
According to the present invention, the supporting structure comprises a main frame hinged to the laying vessel about an axis; and a lower frame, said guides extending along the main frame and the lower frame. Basically, the lower frame has a dual function: when the second clamp is operative along the first section of the path, the lower frame acts as a traditional stinger of a laying tower; when the second clamp is operative along the second section of the path, the lower frame guides the trolley for at least a portion of the second section of the path.
According to the present invention, the supporting structure comprises an upper frame hinged to the main frame, movable between an operative position, wherein it defines the prolongation of the main frame and a rest position, wherein it is arranged side by side to the main frame.
The upper frame is an appendage of the main frame and it is configured for supporting only the aligning device. When the upper frame is tilted, the overall size of the laying tower is substantially similar to the size of a laying tower sized for multiple joints having a shorter length than the multiple joints, which can in fact be manipulated by the laying tower, the subject of the present invention.
It is a further object of the present invention to provide a laying vessel for laying pipelines on the bed of a body of water, which reduces the drawbacks of the prior art.
According to the present invention, a laying vessel is provided for laying pipelines on the bed of a body of water comprising a deck and a laying tower, which is hinged in proximity of said deck about an axis, which extends above and below said axis and is made according to the present invention.
In this way, it is not necessary to use a large laying vessel also for laying particularly long multiple joints. In this specific case, a laying vessel configured for carrying out laying operations with quadruple joints can carry out laying operations with hexajoints, when the same laying vessel is equipped with the laying tower, the subject of the present invention. This fact determines the possibility of modifying laying towers of existing laying vessels, making them more efficient in terms of productivity and versatility.
According to the present invention, the laying vessel comprises an assembling station mounted in a movable manner along the deck for being selectively arranged in an operative position about said longitudinal axis and above the first clamp for joining a multiple joint to the pipeline and a remote position with respect to the operative position.
Furthermore, the laying vessel comprises a platform, movable between a horizontal rest position and an operative position parallel to the longitudinal axis for arranging, in proximity of the supporting structure, a multiple joint coupled to a special part of the pipeline.
It is a further object of the present invention to provide a laying method for laying pipelines on the bed of a body of water, which reduces the drawbacks of the prior art.
According to the present invention, a laying method is provided for laying pipelines on the bed of a body of water, the method comprising the steps of:
Since the second clamp is movable along a path, which extends both above and below the first clamp and below the supporting structure, no constraints are imposed by the supporting structure on the length of the first section of the path, therefore, with the present method, it is possible to lay multiple joints for which the supporting structure would be undersized if such multiple joints were laid with the second clamp arranged above the first clamp.
In other words, the second section is longer than the first section, in particular, the length of the first section is substantially equal to the length of a first multiple joint and the length of the second section is substantially equal to the length of a second multiple joint having a length greater than the first multiple joint.
In particular, the method comprises guiding the second clamp by means of both the supporting structure and the pipeline, only by means of the supporting structure, and only by means of the pipeline. Basically, in the recovery travel in the opposite direction to the laying travel, the second clamp slides for at least a part of the second section only along the pipeline.
According to one aspect of the present invention, the method comprises releasing the second clamp from the supporting structure and guiding the second clamp uniquely by means of the pipeline in said body of water along at least a part of the second section. In particular, in the successive return travel, after a laying travel along the second section of the path, the second clamp is released from the supporting structure and the second clamp is uniquely guided by the pipeline.
According to the present invention, the method comprises moving the second clamp along the path by means of a cable actuating device, which allows the second clamp to be moved at a distance.
In particular, the cable actuating device comprises two winches operated in synchronism and two cables connected to the second clamp to avoid torsions of the second clamp when the second clamp is not guided by the supporting structure.
According to the present invention, the method comprises selectively arranging the first clamp between a first position along said path and in a second position remote from said path.
In this way, the first clamp does not hinder the passage of bulky pieces and the passage of the second clamp. In fact, the second clamp can operate both in a configuration, wherein the first clamp performs laying travels above the first clamp and in a configuration, wherein it performs laying travels below the first clamp. The transit possibility of the second clamp at the first clamp enables the passage from one configuration to the other seamlessly and without interrupting the pipeline laying operations.
The operative configuration change of the laying tower allows laying operations to be carried out with multiple joints having a different length depending on the need and convenience.
Basically, the method comprises selectively arranging the second clamp above the first clamp for operating with multiple joints having a length substantially equal to the length of the first section and below the first clamp for operating with multiple joints having a length substantially equal to the length of the second section.
According to the present invention, the method comprises guiding the second clamp along the pipeline by means of a plurality of rollers mounted in a rotatable manner on the second clamp.
In this way, friction and rubbing are avoided between the second clamp and the pipeline.
According to the present invention, the method comprises supplying the second clamp with a supply cable. Basically, the supply cable is similar to an umbilical.
Further features and advantages of the present invention will become clear from the following description of a non-limiting embodiment thereof, with reference to the figures of the attached drawings, wherein:
A laying vessel 1 for laying a pipeline 2 on the bed 3 of a body of water 4 is globally represented, with reference to
With reference to
With reference to
By way of example, in the present description of a preferred embodiment of the invention, reference will be made to a laying vessel 1 and to a laying tower 6 sized to lay a pipeline 2 to which quadruple joints QJ (
The laying vessel 1 comprises an assembling station 7 mounted in a movable manner on the deck 5 for selectively being arranged in an operative position about the longitudinal axis A and a remote position with respect to the operative position; a platform 8 movable between a horizontal rest position and an operative position parallel to the longitudinal axis A for the loading of quadruple joints comprising special pieces QJS (
With reference to
The supporting structure 9 comprises a main frame 14 hinged to the laying vessel 1 about the axis A1; and a lower frame 15. The main frame 14 comprises two longitudinal beams 16 substantially parallel to the longitudinal axis A; and transverse beams 17. The longitudinal beams 16 and the transverse beams 17 are made with box-like profiles, of a metal material. The lower frame 15 is mounted at the lower end of the main frame 14 and defined by a reticular structure, which is generally called a “stinger” in the sector of pipeline laying.
The laying tower 6 comprises an upper frame 18, which, in this case, is a reticular structure, hinged to the main frame 14 and selectively movable between an operative position, wherein it defines the prolongation of the main frame 14, and a rest position, not shown in the attached Figures and wherein it is arranged side by side to the main frame 14.
The clamp 12 is mounted to the supporting structure 9 so as to be selectively arranged in a first position along the longitudinal axis A (
With reference to
The clamp 12 comprises a U-shaped plan structure 20; a plurality of jaws (not shown in the attached Figures) and a plurality of actuators 21 supported by the U-shaped structure 20 and configured to actuate the jaws (not shown) between an open position and a closed position.
With reference to
With reference to
With reference to
To allow the trolley 11 to temporarily abandon the supporting structure 9 and be coupled again to the supporting structure 9, each guide 10 substantially has a recess, the lower ends of which are open and, in particular, flared.
In this case, the cable actuating device 28 comprises two winches 29 mounted to the supporting structure 9; two cables 30 connected to the trolley 11 and two return pulleys 31 mounted to the supporting structure 9 above the respective winches 29.
With reference to
With reference to
In this particular case and with reference to
With reference to
With reference to
The supply and guiding system comprises a plurality of guiding elements 40, which are mounted in a retractable manner on the supporting structure 9 and configured for axially coupling in a sliding manner to a multiple joint.
The supply and guiding system comprises an aligning device 41 movable along the longitudinal axis A, and configured for housing the upper free end of a multiple joint. The aligning device 41 is mounted in a sliding manner parallel to the longitudinal axis A on the upper frame 18 to support the upper end of the multiple joint having a length equal to six times the length of the unitary joint. The aligning device 41 is designed to operate only with the hexajoints HJ since the alignment of the quadruple joints QJ can be carried out by the clamp 13.
In use, a sequence of laying steps is described, wherein the laying tower 6 passes from a configuration for laying a pipeline 2 to which quadruple joints QJ are progressively joined (
With reference to
After completing the joining of the quadruple joint QJ to the pipeline 2, the clamp 12 is released and tilted in the configuration shown with sketched lines so as to allow the passage of the clamp 13, at the clamp 12. The travel downwards or laying travel of the clamp 13 is equal to the length of the quadruple joint QJ and the clamp 13 is stopped below the clamp 12, which is arranged in position again (with a complete line) ready to grip the pipeline 2.
The new position of the clamp 13 along the section T2 of the path P was determined by the choice of the point in which the clamp 13 gripped the quadruple joint QJ in the section T1 of the path P.
When the clamp 13 is arranged along the section T2 of path P, the laying tower 9 is ready to receive the hexajoints HJ. A hexajoint HJ is loaded into the supporting structure 9 in the same way as the quadruple joints QJ are loaded. The only difference lies in the fact that the hexajoint HJ is aligned by means of the aligning device 41 instead of with the clamp 13.
Once the hexajoint HJ has been joined to the pipeline 2, the clamp 12 releases the pipeline 2, and the clamp 13 performs a laying travel equal to the length of the hexajoint HJ along the section T2. The laying travel of the clamp 13 along the section T2 is completed, partly, along the supporting structure 9 and, partly, freely in the body of water below the supporting structure 9. When the clamp 13 is not guided by the supporting structure 9, the clamp 13 is guided by the pipeline 2, which starts to bend slightly (the extent of the curvature depends on the depth of the sea-bed). Then, the clamp 13 is brought back by the cable actuating device 28 into the position directly below the clamp 12.
As in the previous description, the clamp 13 can be brought back to the section T1 of the path P. In particular, on completion of the laying travel, the clamp 13 grips the pipeline 2 in proximity of the clamp 12 and below the clamp 12, which is tilted to allow the passage of the clamp 13. When the clamp 13 is arranged along the section T1, the clamp 12 is positioned in the operative position and grips the pipeline 2 so that the pipeline 2 has the free end thereof at the assembling station 7. The clamp 13 releases the pipeline 2 and is then taken to the upper end of the section T1 of the path P, to allow the loading of a quadruple joint QJ or a quadruple joint comprising a special piece.
Clearly, the present invention includes further variations, not explicitly described, without thereby departing from the protective scope of the following claims.
Number | Date | Country | Kind |
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102018000008685 | Sep 2018 | IT | national |
Filing Document | Filing Date | Country | Kind |
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PCT/IB2019/057868 | 9/18/2019 | WO | 00 |