Displaceable platform structure and method of the displacement thereof

A displaceable load carrying structure characterized by a main support arrangement (3), first and second sets (4, 5, 6, 7, & 8, 9, 10, 11) of support legs for supporting the main support arrangement (3) said support legs being vertically movable between raised and lowered positions relative to the main support arrangement, characterized in that each such set (4, 5, 6, 7, & 8, 9, 10, 11) of legs is capable of displacement as a set between said raised positions and said lowered positions and displaced relative to the other set while the legs of the other set (8, 9, 10, 11, or 4, 5, 6, 7) are in their lowered main support arrangement (3) supporting positions.

This invention relates to load carrying platform structures that are operationally displaceable from one operational location to another, and which are particularly applicable for supporting a load carrying platform above a body of water such as the open sea, above a river or estuary in such manner that the platform may be operationally positioned at required locations above the body of water.

FIELD OF INVENTION

In particular the present invention lies in the field of structures that can be moved from one operational location to another as required for transporting loads and/or personnel from one location to another.

A particular application of the invention is to structures that can be used for mining or other operations in a body of water such as the sea and/or for transporting personnel as and when required between locations at sea or to and from the shore.

BACKGROUND

It is well known to carry out mining operations in a sea bed particularly along a continental shelf or other bodies of water that are shallow enough for support structures of the kind that have a number of upstanding legs resting upon the bottom of a body of water connecting with a frame construction supporting a platform, the legs being so associated with the frame construction as to be separately displaceable relative to the frame construction by a combination of individual lifting/lowering movements together with horizontal movements of the platform the result of which moves the structure from one user location to another.

As is indicated above a particular use of such structures is to undersea mining activities that are in practice carried out from the platform which as mentioned is located above the water body surface, i.e., the sea surface.

Undersea mining activities involve a number of different modes of operation that require equipment located above water level for controlling apparatus that is in operation submerged and designed for performing a required under seas mining operation

OBJECTS OF THE INVENTION

It is an object of the invention to provide a support structure suitable for use in load carrying and/or transportation activities, for example, personnel transportation that incorporate facilitates for enabling the operational positioning of the structure with respect to a required location of use.

STATEMENTS OF THE INVENTION

According to a first aspect of the invention there is provided displaceable load carrying structure for supporting a load on or above a body of water, characterised in that the platform structure incorporates first and second sets of support legs vertically movable between raised and lowered positions relative to the platform structure, and in that when the legs of one set are in their lowered position they are capable of supporting the platform whilst the legs of the other set are in their raised positions.

A further aspect of the invention provides a displaceable load carrying structure characterised by a main support arrangement, first and second sets of support legs for supporting the main support arrangement, said support legs being vertically movable between raised and lowered positions relative to the main support arrangement, characterised in that each such set of legs is capable of displacement as a set between said raised positions and said lowered positions and displaced relative to the other set whilst the legs of the other set are in their lowered main support arrangement supporting positions.

In a preferred construction when the support legs of one set are in their raised positions the main support arrangement together with the raised support legs are displaceable from a first location of use to another location whilst the other support legs remain in their lowered position.

Preferably, the main frame support includes two side by side spaced apart main support rails, and in which a pair of support legs of the first set and a pair of support legs of the second set are associated with each main support rail, said pairs of legs being located on opposed sides of the rails.

In a further preferred construction the support legs and the main support frame are relatively displaceable relative to each other along the elongate direction of the main support frame.

A further aspect of the invention provides a method of displacing a load carrying structure from one location at which the structure is being supported by all sets of support legs to another location, characterised by the sequence of steps of vertically displacing the legs of one set of support legs from their structure supporting lowered position, displacing the raised legs relative to the other set of legs towards the desired another location relative to the main support arrangement, returning the raised legs to their structure supporting lowered positions, vertically displacing the other set of support legs from their supporting lowered positions to their raised positions, displacing the raised support legs together with the main support arrangement towards the another location, and then lowering the raised support legs to their lowered main support arrangement supporting position.

Conveniently, the support legs are provided with frame construction mounting means adapted to enable raising and lowering of the sets of legs relative to the frame construction and to enable selective displacement of the frame construction in a predetermined direction relative to the frame construction whilst one set of legs is raised and the outer is frame construction supporting.

Broadly according to a further aspect of the present invention there is provided a load transportation structure incorporating a frame construction mounting a load carrying platform, first and second sets of frame construction support legs, the sets of legs being selectively alternately operable such manner as to enable displacement of the frame construction from one location of use to another location of use whilst maintaining support of the platform and its load.

Broadly according to a further aspect of the invention there is provided a movable load support structure for supporting a load above a body of water, including first and second sets of legs for supporting the frame construction and so connected with the frame construction as to be capable of lifting, lowering and translating movements in said predetermined direction relative to the frame construction, the arrangement being such that suitable sequences of these movements enables displacement of the structure in the predetermined direction whilst maintaining at all times symmetrical support of the platform during movement of the structure relative to the body of water.

In accordance with a still further aspect of the invention there is provided a method of moving structures which have two sets of legs for supporting a frame construction carrying a load carrying platform in which method when it is required to move the structure in a required direction from one user location to another location a cycle of operations is carried out including raising one set of legs from a load carrying position, displacing the raised legs together with the frame construction by a predetermined extent of travel along said direction, returning the raised legs to their load supporting setting, raising the other set of legs from their load supporting setting and displacing these legs together with the frame construction a predetermined extent of travel in said direction and returning said other set of legs is returned to the load supporting setting.

Conveniently, the sequence of operations is repeated until the structure has been moved from one location to another.

DETAILED DESCRIPTION OF THE DRAWINGS

Referring now toFIG. 1which is a schematic representation of a support structure1including a platform2mounted upon a frame construction3that is itself carried by a plurality of legs4to11.

These legs can be conveniently regarded as comprising an outer set of legs4,5,6and7and an inner set of legs8,9,10and11.

The frame construction3can be conveniently regarded as comprising two parallel spaced apart main elongate support rails12and13that serve actually to support the platform2.

The leg4is mounted to the support rail12by way of a carriage14that includes upper and lower elements15(only the upper elements being shown) that respectively engage with upper and lower guide rails or tracks16(only the upper rail or track being shown) provided upon the adjacent side region of the support rail12.

The outer leg5is similarly mounted to the main rail12by a carriage17having a construction and operation similar to that of the carriage14whereby upper and lower elements18engage with the guide rails or tracks16.

Means (not shown) are provided in or in connection with the carriage14whereby relative length ways movement can be produced between the guide rails or tracks16and the carriage14and also such that the associated outer leg4can be vertically raised or lowered with respect to the carriage and thus the main rail12.

The two carriages14and17are maintained in a fixed separation by a frame assembly19.

With this arrangement the horizontal separation of the two carriages14and17is set. It should be noted however that the legs4and5are independently operable height ways so as to be able to accommodate an uneven sea floor whilst to ensure that the platform is level in a horizontal plane.

In a similar manner the outer legs6and7are respectively mounted to the other main rail13by carriages20and21respectively including upper and lower elements22and23(only the upper elements being shown in each case) that respectively engage with upper and lower guide rails or tracks24(only the upper rail or track being shown) provided upon the adjacent side region of the support rail13.

The two carriages can be maintained in a fixed relative separation by a frame assembly25that extends lengthways relative to the main rail13.

As in the case of the carriages14and17means (not shown) are provided in or in connection with the carriages20and21whereby the carriages can be simultaneously caused to displace lengthways of the guide rails or tracks25and such that the associated outer legs8and9can be separately vertically raised or lowered with respect to the associated carriage and thus the main rail13.

As has been mentioned above, the associated pairs of carriages14,17; and21,20are inter-coupled to ensure synchronised movements length ways of the associated guide rails or tracks these carriages.

Whilst it is particularly required for the carriages to operate in pairs if desired arrangements may be made to enable the carriages to be independently relatively adjustable relative to the associated guide rails or tracks if it should be desired to adjust their separation to for, example, accommodate sea bed conditions.

The movements of the carriages14,17,20and21relative to the main rails12and13and the vertical displacements of the outer legs6and7can be effected by any convenient means (not shown) such as hydraulically (by hydraulic piston and cylinder arrangements), mechanically (i.e., winch arrangements), electrically or by appropriate combinations thereof.

The inner legs8and9are mounted to the other side of the main rail12by carriages26and27each having respectively including upper and lower elements28and29(only the upper elements being shown in each case) that respectively engage with upper and lower guide rails or tracks30(only the upper rail or track being shown) provided upon the adjacent side region of the support rail12that is on the opposite side region of the rail12to guide track16.

These two inner carriages26and27are maintained at a fixed separation by a frame assembly31that is arranged lengthways of the main frame12.

The other inner legs10and11are mounted to the inside of the main rail13by carriages32and33each respectively including upper and lower elements34and35(only the upper elements being shown in each case) that respectively engage with upper and lower guide rails or tracks36(only the upper rail or track being shown) provided upon the adjacent side region of the main rail13.

These two inner carriages32and33are maintained at a fixed separation by a frame assembly37that is arranged lengthways of the main frame13.

As in the case of the carriages14and17means (not shown) are provided in or in connection with the carriages32and33whereby relative movement can be produced between the carriages and the guide rails or tracks36and such that the associated legs10and11can be separately vertically raised or lowered with respect to the associated carriage and thus the main rail13.

Whilst, as has been mentioned above, the associated pairs of carriages26,27and32,33inter-coupled by the associated frame assemblies31and37to ensure synchronised movements length ways of the associated guide rails or tracks arrangements may be provided if desired to enable these carriages to be independently relatively adjustable to, for example accommodate sea bed conditions.

The relative movements between the carriages26,27and32,33and the main rails12and13and the vertical displacements of the inner legs8,9,10and11can be effected by any convenient means (not shown) such as hydraulically (i.e., by hydraulic piston and cylinder arrangements), mechanically (i.e., winch arrangements), electrically or by appropriate combinations thereof.

A possible sequence of operations involved in the displacement of the above discussed support structure1from one location to another will be considered in relation to theFIGS. 1 to 6of the drawings.

Referring now toFIG. 1it will be noted that the inner legs8and11are located adjacent to the left hand ends of the rails12and13and that the inner legs9and10are located inwardly of the other ends of the rails12and13. At this point in the sequence of operations it is assumed that the outer legs4,5,6and7are engaging with the sea bed and that the inner legs8,9,10and11are, as indicated by the downwards directed arrows, finishing their lowering movements towards the seabed and thus their frame construction supporting positions.

Once the inner legs have been fully lowered the weight of the platform2and any load i.e., equipment located on the platform2will be totally supported by the two sets of inner and outer legs.

As has been mentioned when it is desired to displace the platform in a particular direction i.e., to the left as shown in the drawings from one location to another the inner and outer sets of legs are alternately raised and lowered and the frame displaced in what may be regarded as a cycle/sequence of operations.

From the initial setting of the inner and outer sets of legs mentioned in relation toFIG. 1the outer set of legs4,5,6and7is raised as is indicated by the arrows inFIG. 2. When the outer set of legs has been raised the frame construction3and the platform2will be supported solely by the inner set of legs8,9,10and11.

The carriages26,27,32and33associated with the inner set of legs8,9,10and11are actuated in such manner as to displace the set of outer legs4,5,6and7together with the frame construction main rails12and13and thus the platform and any load carried thereby in the direction indicated by the arrows until the outer legs4,5,6and7reach the end of their possible range of travel relative to the guides16and24.FIG. 3illustrates the position at a point at which the outer legs and the main rails12and13have almost reached the end of their possible travel in the required direction.

Once the outer legs4,5,6and7and the main rails12and13have reached their limits of the travel to the left these outer legs4,5,6and7are lowered, as indicated by the arrows inFIG. 4, to their load supporting setting from the sea bed this being the point in the operational sequence as is illustrated byFIG. 4.

If, however, it is required further to displace the load platform further to the left the inner set of legs8,9,10and11would then be raised as indicated by the upwards directed arrows as shown inFIG. 4.

Once these sets of legs have been raised and the carriages26,27,32and33associated with the inner set of legs would be actuated to displace the main rails12and13, the platform2and the inner set of legs8,9,10and11further to the left as is indicated by the arrows inFIG. 5to the position shown inFIG. 5.

Once this position has been reached the outer set of legs8,9,10and11is lowered as shown inFIG. 6so that load of the platform2and the frames12and13is distributed over the inner and outer set of legs. It will be noted that this is the position illustrated by effectively that illustrated inFIG. 1.

In other words once this condition has been reached the sequence of operations involved in moving the structure from one location to another location has been completed.

It should be noted that if considered convenient the lowering of the set of legs that has been raised can be initiated prior to the rails12and13having being moved to the limit of their travel to the left. This has an advantage that the time involved in a structure moving cycle is reduced thereby leading to faster movement/transportation of a load or equipment.

The above described sequence of movements has the effect of ‘walking’ the support structure from one location to another.

If it is required to move the structure to the right of the Figures the displacement of the framework construction and the main rails relative to the load carrying set of legs would be reversed as compared with that discussed in relation toFIGS. 1 to 6.

The above discussed sequences of operations can be utilised for the purposes of steering the structure.

One mode of effecting steering of the structure during its movement from one location to another can be achieved by moving the rail to one side of the structure a greater distance than the advancing movement applied to the other rail. This non-symmetrical movement has the effect of causing the structure to turn depart from a purely rectilinear path.

In a modification of the structure shown in the drawings and described above the carriages associated with the sets of legs can be of such construction such that each leg can be displaced towards and away from the associated main rail. This feature enables a small amount of sideways motion to be imparted to the overall structure so that by appropriate displacements of the legs to wards and away from the main rails the support structure can be steered.

In practice, the above described support structure provides a construction that facilities its use in relation to the operational displacement of the equipment that is submerged and needs to undergo positional displacement.

For example, in an underwater operation requiring the advance of the underwater equipment with respect to the sea bed it is often frequently necessary positionally displace the support structure to enable the required movements of the underwater equipment.

With the above described support structure in user applications in which a forwards and rearwards displacement is required for the purpose of an underwater operation to be carried out the provision of a platform that is itself readily displaceable lengthways of the supporting frame construction with out it being always necessary to undertake a sequence of leg raising and lowering considerably facilitates the ease of operation and also speed of operation.