U.S. patent number 3,751,930 [Application Number 05/212,074] was granted by the patent office on 1973-08-14 for articulated marine structure with prepositioned anchoring piles.
This patent grant is currently assigned to Texaco Inc.. Invention is credited to George E. Mott, James P. Wilbourn.
United States Patent |
3,751,930 |
Mott , et al. |
August 14, 1973 |
ARTICULATED MARINE STRUCTURE WITH PREPOSITIONED ANCHORING PILES
Abstract
The invention relates to a marine structure for use in an
offshore body of water where piling is required to hold the
structure in place. It relates in particular to a floatable marine
structure which is sufficiently buoyant to be floated to an
offshore working site carrying a plurality of positioning piles
thereon. At the site at least a part of the structure is ballasted
to sink to the ocean floor, the prepositioned piles are thereafter
sequentially driven into the substratum.
Inventors: |
Mott; George E. (New Orleans,
LA), Wilbourn; James P. (New Orleans, LA) |
Assignee: |
Texaco Inc. (New York,
NY)
|
Family
ID: |
22789449 |
Appl.
No.: |
05/212,074 |
Filed: |
December 27, 1971 |
Current U.S.
Class: |
405/196; 405/208;
173/195; 405/227 |
Current CPC
Class: |
E02B
17/02 (20130101); B63B 35/4413 (20130101) |
Current International
Class: |
E02B
17/00 (20060101); E02B 17/02 (20060101); B63B
35/44 (20060101); E02b 017/00 (); E02d
011/00 () |
Field of
Search: |
;61/46.5,46,53.5,63
;173/43 |
References Cited
[Referenced By]
U.S. Patent Documents
Foreign Patent Documents
|
|
|
|
|
|
|
1,020,555 |
|
Feb 1966 |
|
GB |
|
1,104,352 |
|
Feb 1968 |
|
GB |
|
Primary Examiner: Shapiro; Jacob
Claims
We claim:
1. A floatable marine structure adapted to be fixedly positioned to
the floor of an offshore site which comprises;
a hull, including controllable buoyancy means, the latter being
operable to regulate the disposition of said marine structure
within a body of water,
support means carried on said hull and extending upwardly
therefrom,
a working deck operably received on said support means and being
longitudinally movable along the latter to regulate the disposition
of said working deck with respect to said hull, and
anchor piles removably carried on said marine structure, being
aligned in position to be embedded into the substratum beneath said
body of water when said hull is submerged to rest on the floor of
the latter,
pile guide means operably carried on said working deck and being
adjustable to slidably support a pile as the latter is embedded
into said substratum, and
a track carried on said working deck adjacent to the peripheral
edge thereof, said pile guide means being operably supported on
said track.
2. In a marine structure as defined in claim 1, wherein said track
includes; a portion thereof being disposed outboard of said deck,
and said pile guide means includes a carriage extending between the
deck edge to be supported on said track.
Description
BACKGROUND OF THE INVENTION
A marine platform of the type presently disclosed can serve many
purposes and may be utilized by a number of industries. In the
specific instance of the petroleum industry, the platform would be
positioned in an offshore body of water to drill into and explore
the substratum for the purpose of producing crude oil and gas.
Normally, in water depths up to several hundred feet such marine
platforms would be attached to the drilling site by piles or
similar retaining means.
In the instance of marine structures and platforms built for use in
Arctic tideland waters the problem of rigidly positioning such a
unit is compounded by the presence of floating ice. More
specifically, it is known that for most of the year the presence of
large ice floes as well as moving sheet ice virtually prohibits the
use of any sort of rigidly fixed platform. The permanent structures
which have been proposed for use, are built on islands erected at a
drilling site, which islands are designed to be of sufficient bulk
to resist the displacing force of sheet ice and/or icebergs which
are prevalent in areas like those adjacent to Alaska such as the
Bering Sea.
It is here proposed however, that as an alternate to the large
expenditure involved in such man made islands, the marine platform
be designed to resist ice forces by means of piling driven or
drilled and cemented into place at relatively high angles of
batter. If it is later desired to move the platform it could be
disconnected by cutting off the piling below the mud line by means
of conventional shaped explosive charges or any of a number of
inside cutting devices and thence refloated and moved to a new
location.
To utilize a drilling structure of this type to optimal advantage,
the latter would have to be mobile to the extent that it could be
readily towed to a drilling site and thereafter submerged to assume
a fixed position. Thus, either the floatable unit itself, or a
portion thereof must be capable of being ballasted to submerge at
the site for positioning drilling equipment such as a derrick,
rotary table, etc. beyond the water's surface to protect such
equipment from the elements.
While it is known in the prior art to utilize piling for anchoring
an offshore structure at a drilling site, such platforms are
generally of the type wherein the pilings are inserted through the
various support legs that extend from the water's surface
downwardly to the oean floor. The piling in such an instance can be
made of sufficient length to penetrate the substratum to a desired
depth. Further, the amount of piling provided for holding the
platform is normally carried on a barge or similar vessel which
accompanies the platform as it is either carried or floated to a
desired site.
Normally, platforms of the type contemplated will carry pile
driving or pile drilling apparatus mounted in conjunction with a
crane type derrick or with the main drilling structure whereby
piles can be individually driven or drilled into the substratum. In
achieving such an operation, there are of course problems
concerning the piling since the piles must be transferred from a
carrying vessel, in lengths which can be easily handled, welded
into a continuous length, aligned through a support leg, and
thereafter driven into the substratum with or without the aid of a
stinger at the pile upper end.
To facilitate the positioning operation of such a platform and to
sharply reduce the time for making up and driving the piling, the
presently disclosed structure is of the semi-submersible type such
that it may be readily floated to a drill site in a buoyed
condition. Thereafter, it can be ballasted to sink and rest the
lower portion thereof at the ocean floor.
A work deck carried on the structure's upper side can be raised to
an elevated working height above the water's surface. Immediately
thereafter, a plurality of prepositioned anchor piles can be driven
downwardly through the structure's lower end or base and into the
substratum for a sufficient distance to rigidly fix said base and
prohibit movement thereof in spite of lateral forces exerted by the
wind, waves, ice, etc.
Offshore structures of the type described are most commonly used in
the drilling for and production of petroleum fluids as crude oil
and gas. They are particularly useful in Arctic waters such as
those surrounding Alaska which are generally shallow and where
heavy ice concentrations prohibit a normal floating or fixed
platform operation.
DESCRIPTION OF THE DRAWINGS
In the drawings, FIG. 1 illustrates a marine platform of the type
contemplated, floating at the water's surface. FIG. 2 is similar to
FIG. 1 showing the platform submerged. FIG. 3 is a top view of FIG.
1. FIG. 4 is an enlarged segmentary view of a portion of the
platform in FIG. 2. FIG. 5 is a side view in partial cross section
of FIG. 4 and FIG. 6 is an end view of the slide member shown in
FIG. 5.
In the drawings, FIG. 1 illustrates a platform 10 of the type
contemplated shown in the floating position at the surface of a
body of water 11. The platform lower end comprises a base or a hull
12 which conveniently assumes a circular, octagonal or other
multi-sided shape. In the normal submerged position, base 12
assumes a generally horizontal position at the ocean floor to
facilitate the work from deck 13.
Base 12 carries an upstanding, generally elongated support column
14 which is fixed at its lower end in a cavity or sleeve formed
within base 12, and which extends for a sufficient height as to
position working deck 13 beyond the water's surface. Thus, for each
particular drilling location or site, the length of support column
14 can be adjusted by removal therefrom or by addition thereto of a
particular length of column segment.
The primary function of this portion of the marine structure 10 is
to properly support working deck 13 in such a manner to permit
movement of the latter therealong. Column 14 thereby embodies means
for engaging jacks, clamps or similar mechanisms not presently
shown whereby the periphery of the column can be releasably engaged
with said jacks to elevate the deck a predetermined or desired
distance along the column. As mentioned, the essential purpose of
this mobile feature is that deck 13 can be elevated beyond the
water's surface during a drilling operation. Further, as the
structure is being propelled between drilling sites deck 13 is
lowered to as close a position as possible with respect to hull 12
whereby to promote the sea worthiness of the entire unit.
The marine structure 10 is provided with means to accommodate a
plurality of elongated piles 16 which are supported between hull 12
and deck 13. These piles are so arranged as to be firmly held while
they are being transported, and yet readily released so as to be
inserted into the substratum.
The number of piles actually used at any particular working site
will be determined in accordance with the composition and
consistency of the substratum at the working site. Although the
lower portion or hull 12 of the structure when in the ballasted
condition is relatively heavy to provide a firm foundation for the
upper portion, the use of piling is dictated by the adverse ice and
soil conditions often encountered in the waters where such
platforms are to be used. Such conditions necessitate the safety
factor of anchor piling for holding the drilling structure at the
site.
Base or hull member 12 comprises in effect a barge-like vessel
formed of a plurality of closed, individually controlled buoyancy
tanks such as 17 and 18. By regulation of the buoyancy of the
respective tanks, both the attitude and disposition of base 12 can
be readily controlled between the ocean floor, and the water's
surface.
Base 12 is preferably formed of welded steel or reinforced concrete
sections of sufficient strength and so reinforced to resist the
external forces or pressures expected in the depths of water where
platform 10 would normally be positioned. The respective
compartments 17 and 18 within the hull, are individually separated
by discretely placed bulkheads and panels. Thus, selective
adjustments of the buoyancy of said compartments results in the
entire unit being raised to a floating position at the water's
surface, or lowered to a desired depth, or positioned at a desired
attitude.
While not presently shown, each compartment 17 and 18 is connected
with a buoyancy system which is controlled from the water's surface
and adapted to urge a fluid ballasting medium such as water or
drilling mud through the respective compartments. Regulating the
flow of said ballasting fluid achieves the purpose of adjusting the
disposition of hull 12 as required.
The hull 12 as mentioned, can assume a number of shapes compatible
with its function. However, as shown in FIG. 3 in the instant
embodiment the hull is formed in a generally circular shape to
better accommodate the prepositioned piles 16 when the latter are
being transported to the working site.
Elongated support column 14 is positioned centrally of and fastened
to the hull 12 for the purpose of properly supporting the deck 13
thereon. Said column 14 in its preferred structure includes a
cylindrical, elongated member having sufficient strength to safely
bear the compressive weight of working deck 13 together with the
ancillary drilling equipment. Column 14 must also be designed to
withstand the crushing and bending forces imposed on the unit by
moving ice. However, the essential purpose of this unit remains the
same, that is to support deck 13 in a desired manner so as to
permit the latter to be leveled and vertically adjusted to
facilitate a drilling operation.
Column 14 is further provided with means on the outer surface such
as indentations or slots or similar facilities, whereby to
accommodate the clamping or jacking mechanisms carried on deck 13.
The latter are actuatable to engage said column outer surface
whereby to adjust the horizontal position of the deck with respect
to the water's surface.
As further mentioned, said column 14 can be either elongated or
shortened to best accommodate the deck for a particular drilling
site. Further, column 14 can be elongated by welding thereto column
segments at such time as the platform reaches a working site. Thus,
the floatability of platform 10 can be adjusted to make it more
seaworthy during the transportation when it is most susceptible to
damage by storms, inclement weather, or the like.
Working deck 13 as mentioned, is slidably carried on the column 14
outer surface and guided therealong by jacks on or within the deck.
Such apparatus is well known in the art and utilized for the
purpose noted of raising a platform or deck on one or more legs
which are normally positioned in the floor of a body of water.
Suffice it to say that the respective climbing jacks are
individually operable, and so arranged to permit leveling of the
deck 13 with respect to the water's surface in such an instance
where column 14 is found to be canted from a vertical
disposition.
Deck section 13 of course accommodates the normal complement of
drilling equipment as is found on any marine structure adapted to
this purpose. For example, the deck carries preferably at its
center, an upstanding derrick 19 which is so positioned to straddle
the upper end of column 14 whereby one or more wells might be
drilled down through the column thus protecting the drilling
operation from movement of the surrounding waters. Also carried on
the deck 13 is the necessary draw works, rotary table and crews'
quarters, etc. which will permit a complete, self contained
drilling operation.
The deck further supports in the usual manner one or more cranes 21
which are so positioned on the deck to be suspended over the sides
to reach a vessel at the water's surface and to assist in the pile
driving operations.
During the platform anchoring operation, deck 13 also supports a
pile guide means 22 which is operably carried thereon and
adjustable to be positioned with respect to a pile 16 as will be
herein noted.
The plurality of elongated piles 16 are positioned on the marine
structure in such a manner that they can be readily carried to a
drilling site and thereafter released as to be in a position to be
driven into the substratum beneath submerged hull 12. Toward this
end, hull 12 is provided with a number of sleeves or transverse
openings 23 adapted to slidably receive a pile 16 therethrough
whereby to guide the latter toward its embedded position in the
substratum. Thus, the piles 16 which are normally cylindrical in
cross section and have a relatively heavy wall, can withstand both
the shearing and bending stresses imposed thereon as result of wave
and ice action against the platform.
As shown in FIG. 1, the respective piles 16 are carried with the
lower end disposed in alignment with the transverse opening or
sleeve 23 formed in the hull 12. The respective piles 16 are canted
inwardly at their upper ends toward the center of platform 10, and
further supported at the periphery of the working deck 13. Toward
facilitating the carrying of these anchoring members, deck 13 can
be elevated to any desired position along the central or support
column 14. The latter is further provided with means for releasably
holding the respective piles in a fixed position at the periphery
of the deck so as to maintain the stability of the unit even though
the latter is subjected to heavy wave conditions which would cause
it to pitch and roll.
The mobile pile guide means 22 carried on working deck 13 is such
as to be operable along the deck and so positioned at the edge of
the latter as to accommodate and guide a single pile as the latter
is driven into the substratum. Thus, and as shown in FIGS. 4 and 5
after platform 10 has been propelled to a drilling site, the
controlled buoyancy hull 12 is flooded or ballasted so that the
latter sinks to the floor of the offshore site. Deck 13 comprises a
water tight hull and provides both buoyancy, and a stabilizing
effect during the sinking operation. As base 12 is lowered to the
bottom, deck 13 is jacked up along column 14. During this operation
of course the means securing the piles is adjusted to permit the
rising deck 13 to slide along the piles' edges and yet maintain a
releasable grip on the latter so that they are not displaced
vertically due to the movement of the deck and/or the entire
platform.
As hull 12 becomes firmly positioned on the ocean floor, and deck
13 is elevated above the water to the desired elevation, piles 16
become aligned with hull openings 23 and are released and embedded
one by one into the substratum. This is achieved by aligning the
pile guide mechanism 22 with a pile 16 to be driven and thereafter
lowering the latter or adding pile sections thereto should the
necessary pile lengths require such operation.
The pile guide mechanism 22 includes carriage 26 which is operably
carried on a pair of tracks 27 and 28, and is shown in FIG. 5. The
first of said tracks 27 is disposed at the deck upper surface and
extends about the periphery thereof. Lower track 28 similarly is
disposed at the deck periphery and arranged to exert a horizontal
force against the carriage 26 to properly support a pile.
A plurality of support wheels 31 are journaled at the carriage
upper end and supported by the circular upper track 27. In a
similar manner a plurality of laterally positioned guide wheels 33
and 34 engage track 27 whereby to stabilize the carriage as the
latter is moved between operating positions. A similar arrangement
is disposed at the lower portion of the carriage 26 embodying a
plurality of guide wheels 36 and 37, which engage a flange on the
said lower track 28.
In FIG. 6 the elongated pile lead or slide 40 is shown extending
outboard from the platform and is supported on the carriage by
hinge 35 near the carriage upper end, and connected with pins 39.
Thus, said pile lead 40 is so arranged to adjust its vertical
angularity whereby to best accommodate a pile as the latter is
being driven into the substratum.
The angular disposition of pile slide 40 is regulated by one or
more lower hydraulic cylinders 43 or an appropriate mechanical
linkage carried on carriage 26, which cylinders or linkages are
secured to leads 46 and 47 at the slide undersurface. Thus, by
regulating the disposition of the respective cylinders or linkages,
the angle of the pile slide 40 is adjustable to support the upper
end of a pile 16 during the driving operation.
Said pile lead or slide 40 comprises a pair of parallel extending
sides 46 and 47 which are fastened by transverse frames 51
extending therebetween as shown in FIGS. 4 and 6. A plurality of
concave faced rollers 52 are disposed along the pile slide, and
journaled to permit free movement thereof as a pile 16 is
progressively driven downward.
FIG. 7 illustrates a cross section of slide 40 with pile driving
hammer 50 operably supported thereon by rollers 48 and 49. The
hammer is supported vertically by the pile during the driving
operation and is handled on and off the pile by a crane operably
guided on tracks 31 and 32.
Operationally, as a pile 16 is restrained in the manner noted along
the pile lead 40, it is driven downwardly therethrough by a pile
driver 50. The latter comprises an apparatus, although not
presently shown, which is well known in the art and is normally
structured as to assume a desired angle. In the instant
arrangement, it would be adapted to accommodate the particular pile
being driven. Thus, the pile driving mechanism is disposed adjacent
the pile supporting carriage 26 and the driving mechanism is
controllably actuated to drive a pile downwardly along lead 40. As
the upper end of the pile reaches the lower end of said lead 40 a
removable pile follower can be inserted in the pile and the hammer
replaced on the follower to complete the driving operation.
Should the required pile length necessitate the use of additional
pile segments, the latter can be added by welding or other suitable
connectors known in the industry.
As pile 16 is driven to its desired depth the upper end thereof is
fastened within the hull passage or sleeve 23. Such fastening can
be by mechanical, or other engaging means between the hull and the
pile, or in the conventional manner of utilizing cement for
achieving the necessary bond.
Other modifications and variations of the invention as hereinbefore
set forth may be made without departing from the spirit and scope
thereof, and therefore, only such limitations should be imposed as
are indicated in the appended claims.
* * * * *