U.S. patent number 3,595,312 [Application Number 04/859,055] was granted by the patent office on 1971-07-27 for method and apparatus for installing offshore flow lines.
This patent grant is currently assigned to Esso Production Research Company. Invention is credited to Jamie F. Matthews, Jr..
United States Patent |
3,595,312 |
Matthews, Jr. |
July 27, 1971 |
METHOD AND APPARATUS FOR INSTALLING OFFSHORE FLOW LINES
Abstract
Offshore flow lines are installed on an offshore structure in a
body of water by pulling (and/or pushing) a flow line downwardly
from water surface through a curved tubular member until one end of
the flow line is available to water surface at a horizontally
spaced-apart point from said structure. The flow line may be
arranged in the curved tubular member when the offshore structure
is built and the flow line pulled and/or pushed through it when the
structure is located in a vertical position in a body of water.
Inventors: |
Matthews, Jr.; Jamie F.
(Houston, TX) |
Assignee: |
Esso Production Research
Company (N/A)
|
Family
ID: |
25329891 |
Appl.
No.: |
04/859,055 |
Filed: |
September 18, 1969 |
Related U.S. Patent Documents
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Application
Number |
Filing Date |
Patent Number |
Issue Date |
|
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797749 |
Feb 10, 1969 |
|
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Current U.S.
Class: |
166/351;
405/168.1 |
Current CPC
Class: |
F16L
1/26 (20130101); E21B 43/0107 (20130101); E02B
2017/0095 (20130101) |
Current International
Class: |
E21B
43/01 (20060101); E21B 43/00 (20060101); E21b
043/01 (); F16l 001/00 () |
Field of
Search: |
;61/72.3,72.4 ;166/.5,.6
;175/220,227 |
References Cited
[Referenced By]
U.S. Patent Documents
Primary Examiner: Calvert; Ian A.
Parent Case Text
CROSS-REFERENCE TO RELATED APPLICATIONS
This application is a continuation-in-part of Ser. No. 797,749
entitled "Method for Installing Offshore Flow Lines" filed Feb. 10,
1969, for Jamie F. Matthews, Jr., now abandoned.
Claims
The nature and objects of the present invention having been
completely described and illustrated and the best mode contemplated
set forth, what I wish to claim as new and useful and secure by
Letters Patent is:
1. A method for installing a flow line having first and second ends
on an offshore structure in a body of water wherein said structure
is provided with an open-ended curved tubular conduit having a
first end at least adjacent water bottom and a second end extending
upwardly on said structure which comprises:
positioning a flexible member through said tubular conduit with the
first end of said flexible member extending from the first end of
said conduit to water surface at a horizontally spaced apart point
from said structure and the second end of the flexible member
extending from the second end of said conduit;
attaching the first end of said flow line to the second end of said
flexible member; and
then pulling said flexible member and the flow line downwardly
through said conduit until the first end of said flow line extends
from the first end of said conduit to said point horizontally
spaced apart from said structure.
2. A method in accordance with claim 1 in which the offshore
structure is submerged.
3. A method in accordance with claim 1 in which the offshore
structure extends at least to water surface.
4. A method in accordance with claim 1 in which lengths of pipe are
added to the first end of said flow line at least adjacent water
surface to increase the length thereof.
5. A method in accordance with claim 1, in which the flexible
member is a cable.
6. A method in accordance with claim 1 in which the flexible member
is a chain.
7. A method in accordance with claim 1 in which the flexible member
and the flow line are on a floating vessel and the structure and
tubular conduit are submerged.
8. A method in accordance with claim 1 in which the flexible member
and the flow line are on a fixed offshore structure extending at
least to water surface and the tubular conduit also extends at
least to water surface.
9. A method in accordance with claim 1 in which the offshore
structure is provided with said curved tubular conduit before the
offshore structure is placed in said body of water.
10. A method in accordance with claim 1 in which the point adjacent
water surface is a floating vessel horizontally spaced from said
structure.
11. A method in accordance with claim 1 in which the outer wall of
the flow line is lubricated.
12. A method in accordance with claim 1 in which the flow line is
pushed at the same time it is being pulled by exertion of force on
the second end.
13. A method in accordance with claim 1 in which:
a. lengths of pipe are added to the first end of said flow line at
least adjacent water surface;
b. the flexible member is a cable;
c. the flexible member is positioned by running it downwardly
through said conduit;
d. the offshore structure is provided with said curved tubular
conduit prior to placement of the structure in said body of water;
and
e. the flow line is pushed at the same time it is being pulled by
exertion of force on the second end.
14. A method in accordance with claim 1 in which the flexible
member is positioned in said conduit by pulling same from said
structure to said location horizontally spaced apart from said
structure.
15. A method in accordance with claim 14 in which the location is
on a floating vessel.
16. A method for installing a flow line having first and second
ends on an offshore structure in a body of water wherein said
structure is provided with an open-ended curve tubular conduit
having a and end at least adjacent water bottom and a second end
extending vertically on said structure which comprises:
running the first end of a flow line from water surface into the
second end of said curved conduit and out the first end of said
conduit and then to a point at least adjacent water surface
horizontally spaced from said structure until the second end of
said flow line is accessible from said structure and the first end
is accessible from water surface.
17. A method in accordance with claim 16 in which the flow line is
pulled and pushed through said curved conduit.
18. A method in accordance with claim 17 in which a lubricant is
applied to at least one of the contact surfaces between the inner
wall of the conduit and the outer wall of the flow line.
19. A method in accordance it claim 17 in which the outer wall of
the flow line is lubricated.
20. A method in accordance with claim 16 in which the flow line is
pushed through said curved conduit.
21. A method in accordance with claim 16 in which the second end of
the tubular conduit extends at least to water surface.
22. A method in accordance with claim 16 in which the tubular
conduit is submerged.
23. A method in accordance with claim 16 in which a lubricant is
applied to at least one he contact surfaces between the inner wall
of the conduit and outer wall of the flow line.
24. A method in accordance with claim 16 in which the flow line is
run into said curved conduit by pulling.
25. A method for installing a flow line having first and second
ends on a structure located vertically offshore in a body of water
wherein said structure is provided with an open-ended curved
tubular conduit having a first end located at least adjacent water
bottom and a second end extending vertically on said structure,
said conduit having a flow line arranged therein with a first end
adjacent the first end of the conduit and the second end extending
from the second end of the conduit which comprises:
moving said flow line through said curved conduit and out the first
end of said conduit such that said first end of said flow line is
accessible from water surface spaced horizontally from said
structure and the second end is accessible from said structure.
26. A method in accordance with claim 25 in which the flow line is
pulled through said curved conduit.
27. A method in accordance with claim 25 in which the line is
pulled and pushed through said curved conduit.
28. A method in accordance with claim 27 in which a lubricant is
applied to at least one of the contact surfaces between the inner
wall of the conduit and the outer wall of the flow line.
29. A method in accordance with claim 25 in which the outer wall of
the flow line is lubricated.
30. A method in accordance with claim 25 in which the residual
curvature or set of the flow line is removed when said flow line is
run through said conduit.
31. A method in accordance with claim 30 in which the residual
curvature or set is removed by running the flow line through a
portion of the conduit having a radius of curvature in reverse to
that of the main portion the conduit.
32. A method in accordance with claim 25 in which the end of the
flow line adjacent water bottom is connected to a pipe line.
33. A method for installing pipe in a body of water using pipe
contact means including a member having structure adapted to
contact pipe on substantially opposite sides thereof capable of
changing the direction of movement of said pipe from a generally
vertical to a generally horizontal direction which comprises
attaching one end of a flexible member extending through said pip
contact means to said pipe and then moving said flexible member and
said pipe downwardly through said pipe contact means until said
pipe extends through said pipe contact means to a point
horizontally spaced a substantial distance from said pipe contact
means.
34. A method in accordance with claim 33 in which said pipe contact
means and at the same time said pipe is pulled through said pipe
contact means.
35. A method in accordance with claim 3 in which residual curvature
or set is removed from said pipe as the pipe traverses said pipe
contact means.
36. Apparatus for installing pipe in a body of water which
comprises:
pipe contact means including a member having structure adapted to
contact pipe on substantially opposite sides thereof capable of
changing the direction of movement of a pipe from a generally
vertical to a generally horizontal direction when said pipe is
moved downwardly through said pipe contact means
means for moving pipe downwardly through said pipe contact means;
and
means arranged adjacent said pipe contact means for removing
residual curvature or set from the pipe as said pipe traverses said
pipe contact means.
37. Apparatus as recited in claim 36 including means within said
pipe contact means for facilitating the movement of pipe through
said pipe contact means.
Description
BACKGROUND OF THE INVENTION
1. Field of the Invention
The present invention is directed to the installation of a flow
line on an offshore structure such as one used for oil and/or gas
wells. More particularly, the invention is concerned with pulling
and/or pushing a flow line downwardly from water surface. In other
aspects, the invention is concerned with running a flow line
downwardly from water surface through a curved conduit.
2. Description of the Prior Art
It is known to install a flow line on an offshore structure by
pulling a flow line upwardly from water bottom through a curved
conduit. This is the so-called J-tube method which involves pulling
the flow line from a barge by a wire line, cable, and the like up
through a J-tube by force applied on the line from the deck of an
offshore platform. This method is disadvantageous because the pull
required is so great, if not properly controlled, it may cause at
least partial failure of the platform. Furthermore, the pull must
be sufficient to overcome the weight of the flow line running
through the tube, the resistance of the pipe against being bent to
conform to the curvature of the J-tube, and the friction between
the outer surface of the flow line and the inner surface of the
J-tube, of these three forces, friction is the greatest. THe sum of
these forces is so great that the J-tube method is currently
limited to installation of flow lines of 10 inch maximum diameter.
The present invention overcomes these disadvantages and, in fact,
utilizes the weight of the pipe to assist in the operation, reduces
friction, and allows installation of flow lines of large diameter
than heretofore possible with the J-tube MOreover, the new method
eliminates or reduces the use of divers since all or most of the
operations may be conducted from water surface.
The following U.S. patents were considered in connection with this
invention: U.S. Pat. Nos. 3,258,928; U.S. Pat. No. 3,331,212;
3,434,296;
BRIEF DESCRIPTION OF THE DRAWING
The present invention will be further illustrated by reference to
the drawing in which:
FIG. 1 is a view showing the initial steps of installing a flow
line on a submerged structure;
FIG. 2 illustrates the flow line being pulled downwardly to a
submerged structure from water surfaces;
FIG. 3 is a showing of connecting flow line to a wellhead on the
submerged structure;
FIG. 4 illustrates he invention as applied on a structure extending
above water surface;
FIG. 5 is a modification of the invention in which a submerged
conduit is employed on a structure extending above water surface
and the flow line is pulled and/or pushed through the conduit;
FIG. 6 is an elevational view of an offshore structure with the
deck removed;
FIG. 7 is a plan view of the structure of FIG. 6;
FIG. 8 is an enlarged detail of the lower end of the riser of FIG.
7;
FIG. 9 illustrates another means for removing curvature from the
flow line; and
FIG. 10 is a sectional view along line 10-10 of FIG. 9
SUMMARY OF THE INVENTION
The present invention may be briefly described and summarized as
involving a method of installing a flow line on an offshore
structure, either submerged or extending above water level, by
running a flow line downwardly through an open-ended curved tubular
conduit on the offshore structure until both ends are accessible
from water surface. This is accomplished by pulling and/or pushing
the low line downwardly from water surface through the curved
conduit until the flow line is pulled and/or pushed to an
accessible location horizontally spaced from the offshore
structure. The flow line is preferably pulled through the tubular
conduit by a cable or the like threaded through the tubular
conduit.
DESCRIPTION OF THE PREFERRED MODE AND EMBODIMENTS WITH RESPECT TO
THE DRAWING
Referring now to the drawing and particularly to FIG. 1, numeral 11
designates a body of water having a bottom 12 and surface 13 on
which is floating a work vessel 14 and a lay barge 15. The work
vessel 14 is provided with a hoisting mechanism 16 which may be a
drilling rig, and the lay barge 15 is provided with a rack 17 of
flow line pipe and a hoisting mechanism 18 which may be a suitable
winch. Actually in FIG. 1, the distance of the lay barge 15 and
platform 21 from the work vessel 14 is much greater than is shown.
The relative distance between the two vessels should be such that
the pull is more nearly in a horizontal position than that
shown.
Arranged on water bottom 12 and securely anchored thereto by
members 19 which may be cross braced with cross bracing 20 is
submerged platform 21. The members 19 extend into and are securely
anchored in water bottom 12 as shown.
As well 22 has been drilled to penetrate a productive subsurface
formation which may contain oil and/or gas and extends to the
platform 21 and is provided with a wellhead 23 including a suitable
valve mechanism.
Prior to installing the platform 21, it is equipped with a curved
tubular 24 which has a flared open end 25 and a flared open end 26
on the platform 21. A cable, chain, wire line, or the like, 27 is
threaded through the tubular conduit 24 and extends into and is
connected with the winch 18. The other ends of cable 27 extends to
the work vessel 14 and is connected to the lower end of a
fabricated flow line pipe 28 by means of a connector plug 28a, As
the flow line is lowered through vessel 14, it is it the same time
pulled into and through the curved pipe 24 by means of the winch
18.
As shown more clearly in FIG. 2, the tubular flow line 28 connected
to line 27 has been pulled through tubular conduit 24 from the
vessel 14 by suitable force exerted by the winch 18 pulling on the
line 27.
In FIG. 3, the flow line 28 has been pulled from the vessel 14
through the tubular conduit 24 by line 27 so that the end provided
with plug connector 28a, is raised from the surface of the water
and is adjacent the lay barge 15. At this time a clamping means 40
is applied to support the pipe 28 and the plug conductor 28a,
removed from the end of the pipe.
It will also be seen in FIG. 3, that a wellhead connection 29 has
been lowered onto the end of flow line 28 by wire lines 30
connecting with the work vessel 14 and the flared end 26 of tubular
conduit 24; a connection 31 being remotely controlled from the
vessel 14 with the wellhead 23, connecting to the well pipe 23a,
through conductor pipe 23b.
Thus, it will be seen with the description taken with the drawing
and with reference to FIGS. 1--3 that a flow line may be installed
and connected to a well without resort to divers. Thereafter,
lengths of pipe may be added to the end 41 to extend the flow line
to a suitable terminal for oil and/or gas and the like.
Referring to FIG. 4, a platform 50 supported above the water
surface 13 on members 51 suitably cross braced with cross bracing
52 has a drilling rig 53 including hoisting means 54 thereon
located on a platform 50. In this particular instance, a plurality
of wells 55 have been drilled from the platform 50 by moving the
drilling rig 53. In this particular instance, a flow line 56
connected by line 57 to the hoisting means 54 has been pulled
through a curved tubular conduit 58 having flared ends 59 by means
of the winch 18 connected by line 27 to the end 41 of flow line 56.
The hoisting line 57 is used to connect successive lengths of pipe
during the pulling operation. In this particular embodiment, the
work vessel 14 has been replaced by the platform 50.
Once the flow line 56 has been pulled through the tubular member
58, it then may be connected to the wellheads 60 of the several
wells 55 drilled from platform 50 for production of oil through the
flow line 56.
It is within the purview of the present invention to push as well
as pull through the tubular conduit and this is best illustrated in
FIG. 5 to which reference is now had. In this particular instance,
platform 50, similar to that shown in FIG. 4, is supported by
members 51. A submerged curved tubular conduit 70 is arranged on
the platform 50 below water level 13 and above water bottom 12.
Line 27 connects to a tubular flow line 28 by suitable plugged
connection means 28a. In this particular mode and embodiment, the
flow line 28 is both pulled and pushed through the tubular member
70 and this is accomplished by pulling on the line 27 and exerting
downward force on the tubular flow line 28. This is achieved by
attaching a connection member 73 to the flow line 28 and in turn
connecting it by lines 74 running over sheaves 75 to a hoisting
mechanism such as 54 shown in FIG. 4. By pulling on lines 74, a
downward push or force is exerted on the flow line 28 at the same
time tension is exerted by line 27 which causes a combined push and
pull on the flow line 28 which is quite beneficial as will be
explained further.
Thus, in accordance with the present invention, with reference to
FIGS. 1--4, inclusive, gravity which heretofore had to be overcome
to lift the weight of the flow line now works to assist the
operation. More importantly, however, than the weight is the effect
of the simultaneous pushing and pulling of the flow line, as shown
in FIG. 5, in reducing the friction in the tubular conduit 70 since
a flow line being moved or run in tubular conduit 70 or the like by
pulling force alone tends to bind against the throat of the tubular
conduit and severe friction is generated. The pushing force on the
same flow line tends to relieve this pressure and friction is
thereby reduced. Similarly, the pulling force tends to reduce
friction generated by the pushing force. THe reaction of both on
the flow line results in friction resistance which has been reduced
and is much less than if either force were acting alone. In
accordance with the present invention with a pushing force and with
reduced friction, it is now possible to install flow lines of a
larger diameter than has been possible heretofore. This may be
accomplished with substantially reduced danger on parting the
pulling cable and with less danger of overstressing; if the pushing
force supplied by gravity is insufficient it may be supplied as
shown in FIG. 5.
The present invention allows the installation of connection means
on the platform end of the flow line before it is lowered into the
water as shown in FIG. 3. Otherwise, for an underwater platform
this would require pulling the flow line into place upwardly, and
cutting the pulling head by a welding torch or other cutting means
such as a mechanical cutter.
Referring now to FIGS. 6 to 9 inclusive, in which another mode of
the present invention is illustrated, numeral 80 illustrates an
offshore structure, provided with a curved conduit 81, arranged in
a vertical position in a body of water 11. The curved conduit 81
has its lower end 82 at least adjacent to the bottom of the body of
water and its upper end 83 at least adjacent the upper end of the
structure 80. The structure 80 is provided with legs 84 and
crossmembers 85 which may be suitably braced as shown in FIGS. 6
and 7 by members 86 and 87. The conduit 81 has a flow line 88
extending through it which is provided on its lower end with a
pulling head 89 which is shown in more detail in FIG. 8. The
pulling head 89 is connected to the flow line 88 by flange 90 and
blind flange 91 by bolts 92. A suitable cable may be connected to
the pulling head 89 by padeye 93 for pulling the flow line 88
through the conduit 81.
It will be noted in FIG. 6 that the conduit 81 has a first section,
designated by the numeral 94, which has a curvature with a radius
in one direction, whereas the section 95 between the markers A and
B has a reverse curvature or radius. The purpose of the reverse
curvature is to remove residual curvature or set from the flow line
88 as it is pulled through the conduit 81.
The removal of residual curvature or set of flow line 88 may be
accomplished by other means such as illustrated in FIGS. 8,9 and 10
wherein the conduit 81 is provided adjacent its lower end with
rollers 97 in the area 95 between markers A and B. As shown in FIG.
10, the rollers 97 extend into the interior of conduit 81 through
slots 96 and are pivoted on axles 98 carried on yokes or plates 99.
A roller 97a, located on the underside of conduit 81 may extend
deeper into the conduit than the rollers 97. As the flow line 88
passes between these three rollers 97, 97a, and 97 it is forced
into an opposite curvature and thus will be straightened, removing
the residual curve. The rollers in the area 95 function as a means
for straightening the flow line as it passes through the conduit
81.
Other rollers 100, which are identical to the rollers 97 may be
positioned along the other section of conduit 81 to contact the
flow line 81 and reduce friction as the flow line is moved through
the conduit. However, rollers 100 may be used wherever desired on
the conduit 81. The location and number of rollers may vary with
the size of the conduit 81, the flow line 88 and the radius of the
conduit 81. Three rollers will usually be sufficient but more or
less may be used. AS a general rule the rollers may be placed
wherever the flow line 88 tends to contact the interior of conduit
81. Anywhere from one to 10 or more spaced-apart horizontally and
vertically spaced-apart rollers may be used.
In the practice of the present invention, as illustrated in FIGS. 6
to 9, flow line 88 is installed in the conduit 81 during land
fabrication of the structure 80 and may be pulled through the
conduit 81 as has been described. Once the structure is located
vertically in body of water 11, as shown in FIG. 6, and difficulty
is experienced in pulling the flow line 88 through the conduit 81,
then the flanges 90 and 91 may be unbolted and an underwater
connection made to an extended flow line such as 56, shown in FIG.
4, either through use of divers or remotely with means well known
in the art.
However, it has been found that the application of pushing force
acting in conjunction with a pulling force in accordance with the
present invention, as shown in and described with respect to FIG.
5, reduces the total force required to move the flow line
downwardly through the conduit by almost 30 percent of that
required in pulling the flow line upwardly through the conduit It
has also been found that if the flow line 88 is lubricated, the
force required to pull and push it downwardly through the conduit
81 is reduced even further. For example, a length of 1 1/2 pipe or
tubing of the same size was then coated with a heavy fibrous grease
such as used on heavy gears and/or on heavy duty equipment was
pulled and pushed through a conduit such as 81 with the total force
reduced by 35 percent due to the reduction of friction. It is,
therefore, contemplated in the practice of the present invention
that at least one of the contact surfaces between the internal wall
of the conduit and the outer wall of the flow line may be coated
with a suitable lubricant such as a heavy grease which may be used
to reduce friction and to facilitate the pulling and pushing of a
flow line through the conduit. The combined effect of applying
pushing as well as pulling and use of lubricant has been to reduce
the total force required by 55 percent. It will be noted that the
percentages given before are not directly additive. In short, in
the practice of the present invention, it is contemplated that the
interior of the conduit, or the exterior of the flow line, or both
of them, may be coated with a suitable lubricant or grease to
reduce total force required in pushing and/or pulling the flow line
down through the conduit. When lubrication is used, rollers 97 may
not be necessary. When rollers 97 are used, the only lubrication
which may be required is for the axles 98. Of course rollers and
lubrication may be used but both may under some conditions be
dispensed with.
THe rollers provide two functions: (1) they facilitate movement
through the conduit; and (2) they eliminate or remove residual
curvature or set, both of which are quite advantageous and
useful.
In accordance with the present invention, an underwater platform
with a completed well or wells may be connected to a production
manifold with a floating drill rig in position over the top end of
the curved tubular conduit which may be installed during
fabrication on land. A work barge may be substituted for a drilling
vessel. In either instance a steel cable or chain is run through
the tubular conduit to the drilling rig or hoisting means and the
other end secured to the pipe laying barge in which sections of
flow line pipe are racked. Thus, as illustrated, several sections
of flow line pipe may be sequentially joined as shown on the drill
floor of the rig as the flow line pipe is lowered into the curved
tubular member and the weight thereof and the tension applied
thereon causes the flow line pipe to move downwardly through the
tubular member and to be pulled to the barge 15. The set or
curvature taken by the flow line in passing through the curved
tubular member is removed by reverse curvature as it leaves the
curved tubular member.
Thus, in accordance with the present invention, flow lines are run
downwardly rather than upwardly through a tubular member by pulling
and pushing on the ends thereof which results in improved
operations as has been brought out hereinbefore which results in
numerous advantages. Thus, the present invention is quite important
and useful and allows the obtaining of new and improved results not
obvious from the prior art. The present invention is, therefore,
quite advantageous and useful and allows the obtaining of economic
and safety advantages not possible heretofore.
* * * * *