The invention herein described relates to a system for offshore transfer of persons and goods, preferable between a supply vessel and a fixed/moored structure, comprising a flexible, long extended body rotatably arranged on one of the structures and with its free end transferable to the other structure at a distance from the first structure.
It is known and used different methods for personnel-transfer between structures offshore and with special reference to transfer of personnel from transfer vessels designed for high speed and safety during the transportation phase from a shore base to the platforms offshore.
Even in good weather swells occur making it difficult to establish a safe connection for personnel transfer from the transfer vessel to the platform. The difficulties increase with increasing wind force and waves.
One of the most known and used transfer system comprises a line fixed to the two structures. On the line a transverse carriage is arranged, carrying a personnel basket or a cabin to be pulled to and from the structures by a pulling rope connected to winches at one of the structures or with winches at both structures.
Another transfer method is using a crane fixed to a basket or a cabin which can be lowered down to the transfer vessel where the personnel can enter or leave the basket.
The problem with this method is difficulties to land the cabin safely on the transfer vessel, exposed to environmental loads, introducing relative motions between the cabin and transfer vessel.
Obviously there are different methods for registration of the wavemotions of the vessel and based on signals from such equipment calculate the vessel's motions and guide the crane winches to compensate for the motion of the cabin during lowering or heaving. Such equipment is relatively complicated and expensive. The purpose of the invention herein described is to provide a system for personnel and goods based on relatively simple mechanical components avoiding use of sophisticated equipment, as described above, and when the connection between the structures is done in a more or less known way and where the personnel, when connection is established, has to move by themselves from the one structure to the other.
This is attained according to the invention outlined in the enclosed claims.
FIG. 1 is a side elevational view of a transfer system embodying the principles of the present invention;
FIGS. 2a, 2b, 2c and 2d are schematic side elevational views of the system of FIG. 1, illustrating various positions taken by the components during wave action;
FIG. 3 is a view of a tension-balanced frame for the supporting lines; and
FIG. 4 is a plan view of an alternative form of frame.
The mode of operation for the transfer system according to the invention considered is shown in enclosed FIGS. 2a-d. The figure shows the interaction between the bellowshaped, long extended body, with supporting lines and the transfer vessel, moving in the waves, and the fixed structure. Obviously the fixed structure may be a moored semisubmersible rig or any type resting on the seabottom with one or more legs.
Particulars of the invention is shown on enclosed FIG. 1, and comprises a rigid gangway 1 hinged at 2 to a base 3 rotatable on the platform 4 by the support bearings 5, on a vertical axis.
The rigid gangway, preferable square shaped, comprises guide devices 6 for the supporting lines 7 at their ends 16, 16' connected to winches 8 arranged on the base 3 or on the rigid structure 1. At the other ends 15, 15' of the supporting lines 7, a frame 9 is connected. From the end 12 of the rigid gangway the end 13 of a collapsible bellows 10 is connected. The collapsible bellows 10 is supported by the lines 7 in operation condition and fixed to the frame 9 at 15, 15'. In stowed position the bellows 10, the supporting lines and the frame 9 are retracted in the rigid gangway 1 and the gangway itself is stowed in a horizontal position on the platform deck. The frame 9 and the supporting lines are connected to a pulling line 11 to be transferred to the transfer vessel 14 by a pick-up line connected to a buoy, or the line 11 is shot to the transfer vessel 14 in a known way. The transfer vessel 14 is positioned at a reasonable distance from the platform, for example 30-50 m and pulls in the line 11, the frame 9 and the supporting lines 7. When connection is established the collapsible bellows 10 containing a walkway can be brought on the supporting lines 7 over to the transfer vessel 14. The collapsible bellows 10 and supporting lines can also be brought into position in one operation. The transfer vessel 14 keeps a reasonable tension in the supporting lines 7 to establish more or less a catenary curve in the lines 7 and the bellows 10. The personnel may now walk from the transfer vessel 14 to the platform 4 and vice versa on a walkway formed in the bottom of the bellows 10, the bottom being equipped with antisliding coating or steps.
Due to the flexibility of the transfer system the transfer vessel 14 is allowed to move relative to the platform 4 in a way that avoids extreme loads in the lines 7 or the bellows 10. A change in the total length of the bellows 10 is approximately equalized between the various bellows elements.
The winches 8 may be of the so called mooring winches, maintaining a constant tension in the lines 7 and the lines 7 may also be connected to motion compensating cylinders, springs or elastic line, which can give and take the line length depending on the tension in the lines 7 caused by the motions of the transfer vessel 14.
When a transfer operation is completed the bellows 10 and the lines 7 with frame 9 are retracted to the rigid gangway and stowed away until the next operation.
The complete transfer system may be placed on movable means along the platform deck to cover two or more edges of the platform or moved by crane to cover a greater operating area around the platform.
The fixed gangway may be telescopic and outstretched in the operating phase connected to the collapsible gangway 10 forming the transfer system for the personnel.
In the shown example on FIG. 1 the bellows 10 with its end 13 is connected to the rigid gangway at 12. The bellows 10 may also with its end 13 be connected to the opposite end of the rigid gangway, to increase the effective length of the collapsible gangway.
The supporting lines 7 may alternatively be connected to a tension balancing means between the lines 7 by two and two diagonal supporting lines being connected over pulleys which are arranged in frame 9, or the supporting lines 7 are connected to a frame which is suspended in a universal joint 9', 9" shown in FIGS. 3 and 4, respectively.