U.S. patent number 3,754,403 [Application Number 05/224,734] was granted by the patent office on 1973-08-28 for offshore marine structure embodying anchor pile means.
This patent grant is currently assigned to Texaco Inc.. Invention is credited to George E. Mott, James P. Wilbourn.
United States Patent |
3,754,403 |
Mott , et al. |
August 28, 1973 |
OFFSHORE MARINE STRUCTURE EMBODYING ANCHOR PILE MEANS
Abstract
The invention relates to a buoyant marine structure as would be
found, or is usable in a body of water which lies above a
penetrable substratum. The structure is comprised of several
operably connected components and is controllably buoyant as to be
floated or propelled to a proposed working site. Thereafter, the
buoyancy is regulated to sink the hull portion of the structure to
a resting place on the ocean floor. A series of anchoring piles are
carried on the structure in such manner that they can be readily
released from a fixed position to enter the penetrable substratum,
and thereafter be driven to a desired depth.
Inventors: |
Mott; George E. (Metairie,
LA), Wilbourn; James P. (New Orleans, LA) |
Assignee: |
Texaco Inc. (New York,
NY)
|
Family
ID: |
22841953 |
Appl.
No.: |
05/224,734 |
Filed: |
February 9, 1972 |
Current U.S.
Class: |
405/196; 173/195;
405/208; 405/227 |
Current CPC
Class: |
E02D
27/425 (20130101); E02D 27/42 (20130101); E02B
17/02 (20130101); E02D 27/50 (20130101); E02B
17/0004 (20130101); E02B 2017/0086 (20130101); E02B
2017/0065 (20130101) |
Current International
Class: |
E02B
17/00 (20060101); E02B 17/02 (20060101); E02b
017/00 (); E02d 011/00 () |
Field of
Search: |
;61/46.5,46,50,52,53.5
;173/43 |
References Cited
[Referenced By]
U.S. Patent Documents
Foreign Patent Documents
Primary Examiner: Shapiro; Jacob
Claims
We claim:
1. A buoyant marine structure for an offshore body of water adapted
to be releasably fixed to the floor beneath said body of water and
comprising;
a. a submergible hull having a deck support means extending
upwardly therefrom, said hull including controllable buoyancy means
therein adapted to regulate the disposition of said hull within
said body of water,
b. pile guide means positioned transversely of said hull, being
canted inwardly toward said support means, said pile guide means
including an inlet at the hull upper side and an outlet opening at
the lower side thereof,
c. a deck operably carried on said deck support means, and being
movable along the latter between upper and lower positions with
respect to said hull, at least one elongated cylindrical pile
having the lower end thereof received in said pile guide means and
having the upper end operably engaged at said deck, said at least
one pile upper end being urged toward the deck whereby to bend the
pile and cause the lower end thereof to be fixed within said pile
guide means and to preclude downward movement of the pile when said
deck is in the lowered position, and as said deck is elevated to
its upper position, said pile being permitted to adjust into
alignment with the pile guide means and to slide therethrough
whereby to enter the substratum beneath said hull.
2. In an apparatus as defined in claim 1, including pile
positioning means disposed in said pile guide means to engage the
lower end of a pile and at least partially support the pile.
3. In an apparatus as defined in claim 2, wherein said pile
positioning means includes a displaceable member engaging the pile
lower end.
4. In an apparatus as defined in claim 2, wherein said pile
positioning means includes a frangible member engaging the pile
lower end.
5. In an apparatus as defined in claim 1, wherein said deck
includes; an outer edge, clamping means carried on said deck edge
being actuatable to releasably grasp a pile prior to the latter
being lowered to the substratum.
6. In an apparatus as defined in claim 1, wherein said deck is
formed with a substantially circular peripheral configuration, said
pile guides being circularly arranged in said hull whereby said
plurality of piles will be brought into alignment with said
respective pile guides substantially simultaneously as said deck is
raised toward the upper position.
7. In an apparatus as defined in claim 1, including; pile locking
means carried on said deck to operably grasp the pile, and being
actuatable to releasably grasp a pile to regulate movement of the
latter during upward movement of said deck.
8. In an apparatus as defined in claim 7, wherein said pile locking
means includes; cooperatively arranged rollers disposed about said
pile and being operable to regulate movement of the pile.
Description
BACKGROUND OF THE INVENTION
In the drilling for and production of oil from offshore locations,
it is feasible and quite normal in most instances to fasten a rigid
platform or similar structure to the ocean floor and thereafter to
form the necessary number of wells from the structure. Such
platforms in many instances are so constructed as to be floatably
propelled to a proposed offshore site or in the alternative, are
barged to the site after being fabricated onshore.
Normally, once the platform has reached a desired location and is
anchored to the floor of the offshore spot, a working deck is
positioned beyond the water's surface. The deck accommodates the
various forms of equipment usually associated with a drilling or
producing operation.
In most instances, such equipment will include a derrick, rotary
table, draw works and the like, all of which are ancillary to the
usual drilling procedure. As a matter of practicality, such
offshore work platforms are built sufficiently strong to withstand
the forecasted environmental conditions at a particular site. Thus,
the structures tend to be relatively expensive and as a consequence
good economic practice recommends that the platform be salvaged to
the greatest extent possible at the termination of its use.
Normally offshore marine structures are of such a nature that they
are fixed in place by being piled to the ocean floor. This can be
achieved by extending piles through the structure's downwardly
extending legs or by means of anchors depending from the structure
by chains, cables or the like. The type of structure in issue is
normally not designed for a high degree of seaworthiness. It is
thus desirable to transport the structure between working sites in
the most expeditious manner and preferably by avoidance of bad
weather which would tend to damage the unit.
Still another factor pertinent to the use of such fixed marine
structures, is the time required to provide the necessary amount of
piling which must extend from above the water's surface to a point
in the substratum whereby sufficient load carrying capacity is
provided. This fixing operation normally embodies driving the
anchoring piles to a desired depth by sequentially welding one
length of pile to the next as the pile is progressively urged into
the substratum. In essence, the plaftorm anchoring operation is
normally time consuming and relatively expensive due to the
character of known techniques, and to the inability to drive more
than one or two piles simultaneously.
It is therefore one object of the invention to provide a novel
offshore structure which is adapted to be readily fastened to the
floor of an offshore working site and to be readily removed
therefrom.
Another object is to provide a marine structure of the type
contemplated wherein anchoring piles are prepositioned and carried
on the marine structure in such a manner that they can be readily
released as to penetrate the substratum at an offshore working site
as soon as the platform reaches such site.
Still another object is to provide a means of driving or drilling
and securing piles at large angles of inclination or batter in
order that substantial amounts of lateral ice loads can be resolved
into axial pile loads instead of having to be resisted in
bending.
In achieving the above delineated objectives, there is presently
provided a marine structure of the type contemplated wherein the
structure itself is floatable either by self propulsion, or by
being towed through the water. The structure is at least partially
buoyant whereby it can be controllably regulated to assume a
desired depth and attitude in a body of water. At its ultimate
positioning or working point, the structure's base or hull is
lowered from its normal position above the water's surface to a
resting place at the ocean floor. When so positioned, one or more
anchoring piles are released to penetrate the substratum and
provide interim protection against lateral movement.
DESCRIPTION OF THE DRAWINGS
In the drawings,
FIG. 1 illustrates the instant marine platform disposed in a
floating condition at the surface of a body of water.
FIG. 2 is similar to FIG. 1, showing the structure after being
submerged to the floor of said body of water.
FIG. 3 shows the structure partially anchored to said ocean
floor.
FIG. 4 is an enlarged segmentary view of a portion of the structure
shown in FIG. 1.
FIG. 5 is a cross sectional view taken along line 5--5 of FIG.
4.
FIG. 6 illustrates an alternate embodiment of the device shown in
FIG. 4.
FIG. 7 is a cross sectional view taken along line 7--7 of FIG.
6.
FIG. 8 is a segmentary view on an enlarged scale and in partial
cross section showing a portion of the platform illustrated in FIG.
1.
Referring to FIG. 1, a marine structure 10 of the type contemplated
is shown floatably positioned on the surface of a body of water.
The structure comprises a multi-component unit, the members of
which are operably connected to provide the structure with a degree
of versatility. A hull 11 carried at the lower end, embodies
buoyant means therein which permits the entire platform 10 to be
controllably submerged within the body of water 12. A support means
13 depending from the upper deck of said hull 11, extends upward a
sufficient distance to be at least partially beyond the water's
surface when the hull is submerged.
A stage or deck 14 is operably carried on the support means 13 to
assume a desired disposition thereon. At least one, and preferably
a plurality of elongated anchor piles 16 are supported in part at
the deck 14 in such manner that when the latter is lowered to the
position of FIG. 1, the pile will rotate about its lower end within
pile guide 17, and thus be restrained from penetrating through said
guide by a restraining mechanism. However, as stage 14 is elevated
to its upper position, inclination of the piles 16 will be
decreased to the angle of the pile guide 17. The piles are thereby
released to penetrate the guide and substratum, at such time as the
pile restraining mechanism is released. Thereafter, the pile or
piles 16 can be further driven or drilled into the substratum 18 to
a suitable depth whereby to provide the required bearing
capacity.
The hull 11 member as shown, comprises a unitary barge-like
arrangement formed with a plurality of discrete internal
compartments 19 and 21. The latter are so divided and mutually
connected to a buoyancy system which, although not presently shown
in detail, normally embodies remotely actuated pumps, valve means,
and suitable manifolding to permit the desired movement of fluid
whereby to achieve a desired attitude of buoyancy. In the instant
arrangement, the respective tanks 19 and 21 within hull 11 can be
so connected to the buoyancy system as to receive salt water,
drilling mud, or other fluid whereby to afford the hull the desired
controlled buoyancy versatility.
Hull 11 is further provided with means to operably engage the stage
or working deck 14 which in turn is actuatable to rise, preferably
beyond the water's surface during the normal period of operation.
The deck 14, as it will be hereinafter referred to, is of a lesser
horizontal cross sectional area than the corresponding area covered
by the lower hull. Said deck is further provided with means at its
periphery to engage the respective anchoring piles 16 as will be
herein noted.
Support means 13 is shown as comprising a generally cylindrical
column-like member having a sufficiently large wall thickness to
function as a foundation element as deck 14 is raised to its
desired working level. While the column 13 is presently shown as a
heavy walled cylindrical member it could as well be formed of an
alternate embodiment such as an open work, structural member or the
like. It is appreciated that column 13 can be adjusted for
lengthening or reducing its height depending on the depth of water
at a particular site at which platform 10 is to operate.
Column 13 as shown, is fastened substantially centrally of hull 11
whereby to afford the latter stability and balance particularly
during the transportation periods when it is buoyed at the water's
surface. In the instance where hull 11 comprises a plurality of
members characterized as a trimaran or a similar vessel, support
column 13 can be laterally reinforced by ancillary members, or can
be provided with a relatively extensive base whereby to assure its
stability.
Deck 14 as previously noted, is operably carried on support means
13 which in the instant description is afforded by the single
upstanding column. The vertically operable stage or working deck
14, includes at least one central opening through which column 13
is registered. Said deck is further provided with clamping means 22
such as a plurality of jacks, gears, cables, or the like disposed
about column 13 in a manner to be actuatable whereby to engage the
column and thereby adjust the elevation of deck 14 with respect to
hull 11.
The periphery of the said deck 14 is provided with a plurality of
anchor pile clamping members 23. The latter are so arranged and
spaced to permit the respective piles to be singly grasped, and
sequentially, or simultaneously released from the deck whereby to
pass downwardly and into the substratum 18.
Referring to FIGS. 1 and 4, the pile locking member 23 as shown,
can assume a number of embodiments within the ambit of the instant
invention. One embodiment of said locking means includes a
roller-like arrangement comprising oppositely disposed rollers 24
and 26. Said rollers are positioned to encircle a portion of pile
16, whereby to provide a sufficient degree of restraint to prevent
the piles from moving horizontally and yet permit vertical
inclination and axial movement thereof. When the lower end of pile
16 is therefore positioned within a pile guide 17 but not extending
through the hull 10, the lateral urging of the pile 16 inward
toward the deck 14 when the latter is in the lower position, causes
the pile to engage the displaceable or frangible restraining
mechanism 31 and prevents the pile from moving downward.
As shown in FIG. 1, with deck 14 in its lowered position spaced
adjacent to the hull 11 upper surface, the respective anchoring
piles 16 are drawn inwardly toward the deck center. However, as
deck 14 is elevated above hull 11, the peripherally disposed pile
clamping apparatus 23 will maintain rolling contact with the pile
outer surface, while simultaneously aligning the pile with pile
guide 17. with continued raising, deck 14 will then be at such a
height that the respective piles will be in a position whereby they
fall into alignment with the lower pile guide 17. When so aligned,
releasing of the respective restraining devices will permit the
pile to slide freely of its own weight, downwardly through the pile
guide 17 and into substratum 18.
The degree to which the pile will freely embed itself is of course
dependent on the consistency of the substratum. However, this
factor is normally determined prior to the drilling of any offshore
site by means of coring or similar known procedures. Thus, pile 16
will only be permitted to enter substratum 18 to a sufficient depth
that it prohibits hull 11 from moving laterally. The pile will be
restrained however such that it will not pass entirely through the
hull and guide 17 and become lost.
After pile 16 has initially penetrated substratum 18, it can be
further driven into the latter or as such driving progresses, be
provided if necessary with additional pile lengths at the upper
end. Eventually, the pile or piles will be driven to a
predetermined point where it will constitute a firm anchor for
platform or structure 10.
Normally the pile driving operation can be accomplished with
driving mechanism mounted on deck 14, or on an adjacently
positioned vessel. As shown in FIG. 3, such equipment 28 can be
transferred to deck 14 when the latter is at the water's
surface.
As noted, the marine structure 10 can carry any number of piles
deemed to be necessary to achieve the desired degree of anchoring
at a particular location. In any instance, piles 16 can be
simultaneously released from the upwardly positioned deck 14, or
sequentially positioned as the deck is elevated whereby the piles
can be progressively driven.
As the respective piles achieve their desired degree of embedment,
they will of course be fastened into the hull 10 by the usual
method. This generally consists of cementing the pile length
confined within the pile guide 17, as to rigidly interlock the two.
Thereafter, with the respective piles properly set, the stage or
deck 14 can be provided with necessary equipment to proceed with
the drilling of one or more wells into the substratum either
through the piles or independently thereof.
At such time as it is determined that the usefulness of structure
10 at a particular site is not further warranted, the structure
will be released from its floor resting place and transported to an
alternate working site. Said repositioning is achieved initially by
disconnecting the structure from its respective anchoring piles 16.
The industry has developed several means to readily achieve such
detachment. These include either cutting the piles beneath the mud
line with an appropriate tool, or by explosively severing the
pile.
The buoyancy of hull 11 is then adjusted such that the latter will
rise and assume the disposition of a seaworthy vessel for
transportation to the alternate site. This is achieved by first
breaking the under suction between hull 11 with the substratum 18.
This step permits the hull to be freed of the soil-structure bond
which normally results from its being anchored over an extended
period of time.
By controllably regulating its buoyancy, hull 11 can thereafter be
raised from its resting place to a floating position at the water's
surface. Simultaneously, the operably carried deck, if still in
place, is lowered along support column 13 to be as close as
possible to hull 11. This relationship assures the seaworthiness of
the entire structure particularly should it encounter inclement
weather or rough seas.
Prior to being further used at an operating site null 11 is
provided with a new set of pile guides 17. Thus, the original set
can be reamed out and new units fastened within the original pile
guides. The new set of anchoring piles 16 is positioned on platform
10 by being lowered partially through the center opening of the
pile guide 17 until coming to rest on the restraining device 31.
They are further guided through pile clamps 23 carried at the
periphery of the deck 14.
With the piles so positioned stage 14 is then depressed to its
lowermost position. During the downward passage of the stage, it
will of course operably retain contact with the upwardly depending
piles 16. In such a position, the structure 10 will be fully loaded
with its complement of anchoring piles and will again be a
seaworthy unit which can be safely towed to an offshore site.
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.
* * * * *