U.S. patent number 3,766,582 [Application Number 05/224,005] was granted by the patent office on 1973-10-23 for offshore structure having a removable pivot assembly.
This patent grant is currently assigned to Esso Production Research Company. Invention is credited to Mark A. Childers, James R. Lloyd.
United States Patent |
3,766,582 |
Lloyd , et al. |
October 23, 1973 |
**Please see images for:
( Certificate of Correction ) ** |
OFFSHORE STRUCTURE HAVING A REMOVABLE PIVOT ASSEMBLY
Abstract
A buoyant tower having a removable pivot assembly is disclosed.
The apparatus includes a base provided with means for anchoring it
to the bottom of a body of water, an elongated tower that extends
upwardly from the base and a buoyancy chamber attached to the tower
near its upper end and positioned to remain at least partially
submerged beneath the water surface when the tower is installed in
a body of water. A primary pivot assembly interconnects the tower
and the base and is provided with means for disengaging the same.
An auxiliary pivot assembly is included in the tower structure and
is situated adjacent the primary pivot assembly. This auxiliary
pivot interconnects the tower and base when the primary pivot is
disengaged.
Inventors: |
Lloyd; James R. (Houston,
TX), Childers; Mark A. (Northridge, CA) |
Assignee: |
Esso Production Research
Company (Houston, TX)
|
Family
ID: |
22838892 |
Appl.
No.: |
05/224,005 |
Filed: |
February 7, 1972 |
Current U.S.
Class: |
405/202 |
Current CPC
Class: |
B63B
35/4406 (20130101) |
Current International
Class: |
B63B
35/44 (20060101); B63b 035/44 (); B65d 087/08 ();
E02d 017/00 () |
Field of
Search: |
;114/9 ;9/8P,8R
;61/46,46.5 ;166/.5 |
References Cited
[Referenced By]
U.S. Patent Documents
Primary Examiner: Buchler; Milton
Assistant Examiner: O'Connor; Gregory W.
Claims
What is claimed is:
1. Offshore apparatus comprising:
a. a base provided with means for anchoring the same at the bottom
of a body of water;
b. a tower that extends upwardly from said base toward the surface
of said body of water;
c. a buoyancy chamber attached to said tower near the upper end and
positioned to remain at least partially beneath the water surface
when the tower is installed in said body of water;
d. a primary pivot assembly pivotally connecting the lower end of
said tower to said base and serving to transmit a load imposed by
said tower to said base, said pivot assembly adapted to be
disengaged therefrom;
e. an auxiliary pivot assembly connected to the apparatus adjacent
the primary pivot assembly and adapted to interconnect said tower
and said base when said primary pivot assembly is disengaged;
and
f. means situated on said structure adjacent said pivot assemblies
for transferring the load acting through said primary pivot
assembly to said auxiliary pivot assembly.
2. The apparatus of claim 1 wherein said auxiliary pivot includes a
spherical skirt and a spherical bearing surface configured to mate
therewithin.
3. The apparatus of claim 2 wherein said tower includes a vertical
way extending therewithin dimensioned to permit said primary pivot
assembly to pass therethrough and provided with means for guiding
the said pivot assembly as it moves vertically therewithin.
4. The apparatus of claim 2 wherein said spherical skirt is
attached to the lower end of said tower and said spherical bearing
surface is attached to said base.
5. The apparatus of claim 1 wherein said means for transferring
said load to the auxiliary pivot assembly includes a plurality of
hydraulic cylinders.
6. The apparatus of claim 2 wherein said auxiliary pivot assembly
includes a torque pin interconnecting said spherical bearing
surface and said spherical skirt.
7. The apparatus of claim 1 wherein said auxiliary pivot is
comprised of a universal joint situated in the tower structure in
series with said primary pivot.
8. The apparatus of claim 1 wherein said auxiliary pivot is
comprised of a ball joint situated in the tower structure in series
with said primary pivot.
9. The apparatus of claim 5 wherein a second plurality of hydraulic
cylinders are connected to said apparatus and are situated adjacent
said auxiliary pivot assembly.
10. A method of removing a pivot assembly from an offshore
structure wherein said structure is of the type including a base
anchored to the floor of a body of water, an elongated tower
extending upwardly from the base and having a buoyancy chamber
situated near its upper end, and including a primary pivot assembly
connecting the tower to the base and serving to transmit a load
imposed by said tower to said base and an auxiliary pivot assembly
for interconnecting said tower and said base when said primary
pivot assembly is disengaged, comprising transferring the load
acting through said primary pivot assembly to said auxiliary pivot
assembly, disengaging said primary pivot assembly from said
structure without disassembling same and withdrawing said primary
pivot assembly from the structure.
11. The method as defined by claim 10 wherein said primary pivot
assembly is withdrawn from the structure through a vertical way
extending vertically through the tower and provided with means for
guiding said pivot assembly therethrough.
Description
BACKGROUND OF THE INVENTION
1. Field of the Invention
This invention relates to apparatus which permits removal of the
pivot assembly interconnecting a buoyantly supported tower to a
base anchored to a submerged bottom without disrupting normal
functioning of the tower.
2. Description of the Prior Art
As efforts directed toward exploration for and production of crude
oil and natural gas are extended into deeper waters, depths will
ultimately be reached which will make impractical the rigid,
bottom-founded platforms presently employed to support such
operations. One alternative for deep water operations is a
buoyantly supported tower which extends from the water surface to
the marine bottom. Such structures normally include a base anchored
to the submerged bottom, an elongated tower having at least one
buoyancy chamber near the upper end, and a pivot assembly that
connects the tower to the base, permitting the tower to sway in
response to environmental forces.
It is important to the function of a buoyantly supported tower
serving to support equipment for the production of crude oil
offshore that the pivot assembly, which normally includes a
universal joint or ball joint, remain operative for extended
periods of time. The pivot assemblies for such multiton structures
will be massive and will be subjected to continuous swaying of
2.degree. to 3.degree. from vertical in any direction as a result
of the action of wind, waves and ocean currents. During storms,
tower sway may occasionally attain a magnitude of 5.degree. to
10.degree.. The difficulties encountered in lubricating the sliding
surfaces of the submerged pivot are substantial and, unless
overcome, may substantially shorten its operating life. Moreover,
the corrosive brine environment also tends to reduce the operating
life of the pivot assembly. Because buoyantly supported towers will
frequently be installed in water depths in excess of diver
capabilities, maintenance of the underwater pivot assembly in place
will pose serious difficulties. On the other hand, retrieval of the
pivot assembly for maintenance above the water surface has
heretofore required the entire buoyantly supported tower to be
detached from the base assembly. It will therefore be apparent that
a need exists for a system which will facilitate maintenance or
replacement of the pivot assembly to assure its continued operation
in the corrosive underwater environment.
SUMMARY OF THE INVENTION
The present invention enables the pivot assembly to be removed and
retrieved for periodic maintenance without interrupting operation
of the tower and will therefore alleviate the problems outlined
above. The apparatus of the invention includes a base provided with
means for anchoring the same to the bottom of a body of water, an
elongated tower that extends upwardly from the base toward the
surface of the body of water and at least one buoyancy chamber
attached to the tower near its upper end and positioned to remain
at least partially beneath the water surface when the tower is
installed in a body of water. A primary pivot assembly
interconnects the tower and base and is provided with means for
disengaging the same. An auxiliary pivot assembly is situated on
the tower structure adjacent the primary pivot assembly and
pivotally interconnects the tower and base when the primary pivot
assembly is disengaged.
The apparatus of the invention permits the load normally carried by
the primary pivot to be transferred to the auxiliary pivot. With
the buoyantly supported tower pivotally connected to the base by
the auxiliary pivot, the primary pivot assembly may be removed for
maintenance at the surface or replacement. It will therefore be
apparent that the present invention offers significant advantages
over systems available heretofore.
BRIEF DESCRIPTION OF THE DRAWINGS
FIG. 1 is a schematic elevation of a buoyantly supported tower
which includes one embodiment of a removable pivot assembly
constructed in accordance with the invention.
FIG. 2 is an enlarged cutaway elevation view of the apparatus shown
in FIG. 1 and depicts in detail the primary and auxiliary pivot
assemblies.
FIG. 3 is an enlarged perspective view of an alternative
construction of the auxiliary pivot assemblies of FIGS. 1 and
2.
FIG. 4 is a schematic elevation of a buoyantly supported tower
which includes another embodiment of a removable pivot assembly
constructed in accordance with the invention.
FIG. 5 is an enlarged schematic elevation view, partially in
section, of the removable pivot assembly of FIG. 4.
DESCRIPTION OF THE PREFERRED EMBODIMENTS
With respect to FIG. 1 of the drawing, in which identical numerals
have been used to designate identical structural elements, a base
11 is shown anchored by a number of pilings 13 to a submerged
bottom 15. An elongated tower 17 having a single buoyancy chamber
19 integrally connected to its upper end is connected to the base
by a primary pivot, shown as universal joint 21, which permits the
tower to sway in response to environmental forces. An auxiliary
pivot assembly designated generally by numeral 24 is also shown and
is comprised of a spherical bearing surface 23 supported by base 11
and a spherical skirt 25 attached near the lower end of the tower
and configured such that when it is lowered into contact with
bearing surface 23 it will mate with and slidably engage the
same.
FIGS. 2 and 3 are enlarged views of the removeable pivot assembly
embodied in the buoyantly supported tower depicted in FIG. 1.
Spherical bearing surface 23 and spherical skirt 25 are shown in
FIG. 2 as continuous surfaces and in FIG. 3 as constructed of a
number of curved structural members which are joined together to
form spherical surfaces. The bearing surfaces may be constructed of
steel or a corrosion resistant alloy.
Primary pivot assembly 21 is shown as a universal joint. It will be
apparent, however, that other joints, as for example ball joints,
may also be used with the apparatus of the invention, the primary
requirement being that the flexible joint used be capable of
pivoting in any direction and be capable of extended unattended
service in the corrosive subsea environment. The pivot will
normally be a massive structure and for a buoyantly supported tower
used in connection with production of crude oil and natural gas it
can have a weight on the order of 100 tons.
The means for functionally disengaging the primary pivot assembly
shown in FIG. 2 of the drawings is a hydraulically actuated system.
An electric system or other remotely actuatable arrangment of
apparatus for carrying out this function could also readily be
employed. Primary hydraulic cylinders 33 extend between the pivot
assembly and the lower end of tower 17. Two primary hydraulic
cylinders are shown in FIG. 2 and are attached to plate 43 by
pivots, not shown, which plate is in turn connected to the primary
pivot. Although only two primary cylinders are shown in the
drawings, four or more would normally be utilized. Hydraulic fluid
is introduced into primary cylinders 33 to extend rods 35 into
receptacles 36 in tower 17. Introduction of fluid is continued and
pressure is increased until the force generated by the hydraulic
cylinders balances the downwardly directed force imposed on the
primary pivot assembly by tower 17. In this connection it will be
understood that in the embodiment of the invention shown in FIGS.
1-3, prior to disengaging the primary pivot the forces acting
throughout the structure should be such that the primary pivot is
in compression. It will be noted from FIG. 2 that the position of
dogs 39, which normally extend into slots 41 in the lower end of
tower 17 and transmit the weight of the tower to plate 43 of the
primary pivot assembly, is controlled by upper latching hydraulic
cylinders 37. With the weight of the tower supported by the primary
cylinders, hydraulic fluid is introduced into the upper latching
cylinders so as to retract dogs 39 from slots 41 in the lower end
of tower structure 17 and thus free the tower structure to move
vertically relative to plate 43. While supported by the primary
pistons it will be noted that the tower is free to pivot with
respect to the base via the primary pivot. The load of the tower is
subsequently transferred from hydraulic cylinders 33 to spherical
bearing surface 23 by gradually bleeding off the hydraulic pressure
within each of the primary cylinders. These cylinders pivot as they
retract, permitting the tower to be lowered onto the auxiliary
pivot assembly while supported by the primary cylinders. With the
weight of the structure carried by auxiliary pivot assembly 24
formed by spherical surfaces 23 and 25 the primary pivot is
functionally disengaged, yet sway of the tower can be tolerated
without interrupting or rendering hazardous further operations
directed toward physical disconnections and removal of the primary
pivot.
The size and surface area of spherical skirt 25 and spherical
bearing surface 23 will be governed to a large extent by the load
to be transferred from the primary pivot to the auxiliary pivot.
This load may be determined from the weight of the tower, including
any ballast which may be provided near the lower end, less the sum
of the buoyant forces generated by the submerged buoyancy chamber.
In addition to the load, consideration should be given to the
anticipated angular rotation of the pivot, The skirt must be sized
such that tower sway will not force the lower part of the skirt to
strike the base assembly. Similarly clearance must be allowed
between the skirt and the well conductor pipes which are to be
situated adjacent to and around the periphery of the base and which
extend upwardly and parallel to the tower structure. In view of the
omnidirectional sway of the tower, it will be apparent that a
spherical configuration of the bearing surfaces will provide the
best joint; however, at some sacrifice to efficiency the surfaces
could be constructed somewhat out of round. The construction shown
in FIG. 3 wherein the bearing surface 23 and skirt 25 are shown as
constructed of a number of curved members joined to form spherical
surfaces is particularly advantageous since it results in a
substantial reduction in the amount of structural material required
to fabricate the auxiliary pivot.
A pair of torque pins 29 are shown mounted on the spherical bearing
member 23 and are aligned with this member such that their axes are
coincident with and pass through the center of the pivot assembly.
These torque pins are shown in the drawing as integrally
constructed as a unitary part of the bearing member but could
alternatively be forged independently and then journaled or
otherwise connected to the bearing surface. Spherical skirt 25
includes a pair of bearing sleeves 31 appropriately aligned and
positioned to receive the torque pins on the bearing member when
the skirt is lowered onto and concentrically positioned about the
spherical bearing surface. The torque pins and their bearing
sleeves are an important aspect of the auxiliary pivot assembly
depicted in FIGS. 1-3 as they transmit any torque loads resulting
from environmental forces acting on the tower to the base and
thereby prevent the tower and any conductor pipes associated
therewith from rotating with respect to the base.
With the auxiliary pivot assembly interconnecting the tower and
base, the primary pivot assembly may be disconnected for removal.
Disconnection of the primary pivot is completed by actuation of
hydraulic disconnect cylinders 45 which retract dogs 47 from slots
49 in base assembly 11. This frees plate 51, which supports primary
pivot assembly 21, to slide with respect to base 11.
Removal of the pivot is facilitated by a way that extends through
the center of the tower from the pivot assembly toward the surface.
This way is shown as having a circular cross section and is
designated by numeral 40 in the drawings. A series of guide rails
53 may suitably be provided within way 40 to guide the pivot and
prevent it from swaying from side to side as it ascends and thereby
possibly damaging the tower. Lifting of the pivot through the way
may, for example, be accomplished by lowering running tool 55 from
the surface until an engagement means situated at the lower end of
the tool engages and locks the running tool to the pivot assembly.
This engagement means may include a J-slot 57 on the lower end of
running tool 55 which receives and locks therewithin a
corresponding outwardly extending dog 59 mounted on the upper end
of the primary pivot assembly. Once the running tool and pivot
assembly are locked together, the running tool is withdrawn to the
surface via the way thereby raising the pivot assembly to the
surface.
The pivot assembly can be refurbished at the surface prior to
replacement or alternatively may be replaced by a new pivot
assembly. In either event, the running tool is locked to the pivot
prior to replacement and the pivot is lowered downwardly through
way 40 with the same hoist or lifting apparatus used to withdraw
the pivot. As the pivot is lowered it will be guided by the rails
53 within the way until the pivot assembly is positioned such that
plate 51 is resting atop base 11 and disconnect dogs 47 are aligned
with the corresponding slots 49 in the base assembly. Hydraulic
disconnect cylinders 45 are then actuated to extend dogs 47 into
slots 49 of the base assembly. With the primary pivot again
connected to the base, primary hydraulic cylinders 33 are actuated
to extend rods 35 into slots 36 situated near the lower end of the
tower structure. With the extensible rods positioned within slots
36, hydraulic pressure within the primary cylinders is increased,
further extending rods 35 and lifting the tower and skirt 25 off
bearing surface 23. Upraising of the tower is continued until slots
41 near the lower end thereof are in register with dogs 39. With
the tower and pivot assembly thus aligned, the upper latching
cylinders 37 are actuated hydraulically to extend dogs 39 into
slots 41 in the lower end of the tower. The primary hydraulic
cylinders 33 may then be bled off so that the weight of the tower
is once again transferred through dogs 39 to plate 43 of the
primary pivot assembly. This in effect re-engages the primary pivot
assembly.
Shown in FIGS. 4 and 5 of the drawings is another embodiment of the
apparatus of the invention. As will be noted from FIG. 4, the
primary pivot assembly 21 and auxiliary pivot assembly 24 are
positioned in series along the length of tower 17. Retractable
bridging bars 61 are employed to functionally disengage the primary
pivot assembly so that the loading normally carried by the primary
pivot may be shifted to the auxiliary pivot assembly.
The features of the primary and auxiliary pivot assemblies together
with the apparatus for disengaging each pivot assembly are shown in
detail in FIG. 5. It will be noted that primary pivot assembly 21
and auxiliary pivot assembly 24 are positioned atop one another.
Retractable bridging bars 61 associated with the primary pivot
assembly 63 and associated with the auxiliary pivot assembly, are
shown in the position they occupy when extended and retracted. The
position of the bridging bars is preferably controlled
hydraulically and appropriate hydraulic gear is exemplified by that
shown in cutaway in FIG. 5 in which a cylinder 65 is depicted, the
upper end of which is attached to the lower end of the rigid tower.
Shown within cylinder 65 is a piston 67 which is rigidly connected
to one end of bridging bar 63. Introduction of hydraulic fluid into
the cylinder on either side of the piston will either extends or
retract the bridging bar. Each piston has a receptacle therein as
exemplified by the slot designated by numeral 69. Each such slot is
adapted to receive a hydraulically extensible locking pin 70 which
serves to lock the piston and thereby the bridging bar in the
extended position. During normal operations, bridging bars 63
associated with the auxiliary pivot assembly would be fully
extended and locked into frame member 71 by hydraulically
extensible locking pins 73 which are received within slots 75 in
the lower ends of bridging bars 63. With the bridging bars 63 thus
extended and locked to frame member 21 and with bridging bars 61,
which are associated with the primary pivot assembly, retracted,
the primary pivot interconnects the tower and the base and is the
only pivot which carries any load.
When it is desired to remove the primary pivot assembly the forces
acting on the tower structure must be such that the primary pivot
assembly is in tension. The bridging bars 63 associated with the
auxiliary pivot may then be freed by releasing hydraulically
extensible locking pins 70 and 73 and retracted by introducing
hydraulic fluid into the appropriate hydraulic cylinders. The
bridging bars 61 associated with the primary pivot assembly are
extended hydraulically until the upper ends of bridging bars 61 are
positioned within apertures 74 in frame member 71. With the
bridging bars thus positioned locking pins are extended to anchor
each bridging bar at its extremities. The bridging bars thus
rigidly connect the base assembly to frame member 71 whereby the
primary pivot assembly is functionally disengaged and the load
imposed by the buoyantly supported tower acts only through
auxiliary pivot assembly 24.
After the primary pivot assembly is functionally disengaged, upper
latching pins 77 and lower latching pins 79 which connect the pivot
assembly to the frame member 71 and base assembly 11, respectively,
are hydraulically disengaged whereby the primary pivot assembly
including upper and lower slotted plate members 81 and 83
respectively, is slidable with respect to the base assembly and
frame member 71. A submersible manipulator or similar device may
then be employed to slide the primary pivot assembly out of the
structure so that it may be lifted to the surface and either
refurbished or structure so that it may be lifted to the surface
and either refurbished or replaced. Alternatively one or more
anchor piles having sheaves thereon may be employed in connection
with a hoist on a work boat and a length of cable to withdraw the
primary pivot from the structure.
To replace the pivot assembly the refurbished or replacement pivot
is lowered into position adjacent the base of the tower assembly
and by means of a submersible manipulator or a pulley in
combination with pilings is slid back into place. The upper and
lower latching pins 77 and 79 may then be extended to rigidly affix
the pivot assembly to base 11 and frame member 71. Once this is
accomplished and with the auxiliary pivot in tension, the bridging
bars associated with the auxiliary pivot assembly are extended and
those associated with the primary pivot assembly are unlocked and
retracted whereby the load imposed by the tower on the pivot again
acts on the primary pivot assembly.
* * * * *