U.S. patent number 3,601,999 [Application Number 04/858,951] was granted by the patent office on 1971-08-31 for methods of grouting offshore structures.
Invention is credited to Max Bassett, Horace W. Olsen.
United States Patent |
3,601,999 |
Olsen , et al. |
August 31, 1971 |
METHODS OF GROUTING OFFSHORE STRUCTURES
Abstract
Compressed air is introduced into an annular space existing
between the jacket and piling in the legs of an offshore structure,
so that water is expelled from the annular space through the lower
end of the jacket and grouting material is then introduced into the
annular space. The introduction of compressed air and grouting
material is effected from above the waterline, thus avoiding the
necessity of performing the grouting operation by divers at the sea
bed.
Inventors: |
Olsen; Horace W. (Houston,
TX), Bassett; Max (South Houston, TX) |
Family
ID: |
25329586 |
Appl.
No.: |
04/858,951 |
Filed: |
September 18, 1969 |
Current U.S.
Class: |
405/225 |
Current CPC
Class: |
E21B
33/143 (20130101); E02B 17/0008 (20130101) |
Current International
Class: |
E02B
17/00 (20060101); E21B 33/14 (20060101); E21B
33/13 (20060101); E02b 017/00 (); E02d
005/24 () |
Field of
Search: |
;61/46.5,46,53.5,53.52,56.5,53.64,50,63 |
References Cited
[Referenced By]
U.S. Patent Documents
Primary Examiner: Shapiro; Jacob
Claims
What is claimed as new is:
1. A method of grouting an offshore structure having at least one
supporting leg including a tubular jacket extending downwardly from
above the waterline to the seabed and a piling driven through said
jacket into the seabed with an annular space existing between the
inside of the jacket and said piling; said method comprising the
steps of
a. sealing the upper end of said jacket to said piling so as to
close said annular space at the upper end of the jacket;
b. introducing compressed air into said annular space at a point
adjacent the upper end of the jacket and above the waterline so as
to expel water from said space through the lower end of the
jacket;
c. introducing fluid grouting material into said annular space at a
point adjacent the upper end of the jacket and above the waterline
after water has been expelled from said space as aforesaid;
d. simultaneously maintaining static air pressure in said annular
space sufficient to prevent ingress of water through the lower end
of said jacket while the grouting material is being introduced into
said space; and
e. permitting the grouting material to set.
Description
This invention relates to new and useful improvements in methods of
grouting offshore structures used in the oil and gas industry. Such
structures usually have supporting legs each consisting of a
tubular jacket which extends downwardly from above the waterline to
the seabed, and a piling which is driven through the jacket into
the seabed. Some clearance necessarily exists, and this results in
an annular space between the inside of the jacket and the piling,
which space has to be filled with grouting material, particularly
in the region of the lower end of the jacket, in order to attain
rigidity sufficient for withstanding tides, ocean currents, and the
like.
It has been common in the art for the grouting operation to be
performed by divers working at the bottom of the structure on the
seabed, and apart from the obvious difficulties inherently
associated with working under water, the conventional method often
failed to produce fully satisfactory results because water could
not be effectively excluded from the space which the grouting
material was intended to fill and the grouting material itself
became diluted and difficult to set.
The principal object of the invention is to eliminate the above
outlined disadvantages of conventional grouting procedures, this
being attained by providing an improved grouting method which may
be easily and conveniently practiced from above the waterline
rather than by divers below, and which assures proper placement and
setting of the grouting material by exclusion of water
therefrom.
With the foregoing more important object and features in view and
such other objects and features which may become apparent as this
specification proceeds, the invention will be understood from the
following description taken in conjunction with the accompanying
drawings, wherein like characters of reference are used to
designate like parts, and wherein:
FIG. 1 is an elevational view showing a typical installation of an
offshore structure on the sea bed;
FIG. 2 is an enlarged, fragmentary vertical sectional view of one
of the legs of the structure, showing the method step of expelling
water from space between the jacket and piling of the leg; and
FIG. 3 is a fragmentary sectional view, similar to the lower
portion of FIG. 2 and showing the grouting material in place.
Referring now to the accompanying drawings in detail, the general
reference numeral 10 in FIG. 1 designates a typical offshore
structure such as is used in the oil and gas industry for offshore
drilling, the structure 10 as shown being only the base portion
which is being installed on the seabed 12, prior to providing the
base portion with the usual deck and other superstructure (not
shown). The structure 10 includes a plurality of supporting legs,
each in the form of a tubular jacket 13 which extends downwardly
from above the waterline 14 to the seabed 12, the several leg
jackets being secured together by crossmembers 15 and diagonals 16
in the conventional manner.
Each leg also includes a tubular piling 17 which is driven through
the jacket 13 into the seabed 12, and inasmuch as some clearance is
necessary, an annular space 18 comes into being between the inside
of the jacket 13 and the piling 17, as shown in FIG. 2. This
annular space must be filled with grouting material, particularly
in the region of the lower end of the jacket 13, not only in order
to attain leg rigidity sufficient to withstand tides, ocean
currents and the like, but also to protect the piling and the
inside of the jacket against corrosion by sea water and air.
After the piling 17 has been driven through the jacket 13 into the
seabed 12, the piling is cut off at the upper end of the jacket and
the two components are secured together, as by a weld 19, prior to
installation of the deck and other superstructure. The welding
operation at 19 in effect constitutes the first step of the method
of the invention, in that it seals or closes off the annular space
18 at the upper end of the jacket 13.
The second step of the method involves the introduction of
compressed air into the annular space 18, as for example through a
compressed air line 20 which is equipped with a suitable control
valve 21 and a pressure gauge 22 and communicates with the annular
space 18 at a point adjacent the upper end of the jacket 13, above
the waterline 14. With the introduction of compressed air, any
water in the annular chamber 18 is forced downwardly and outwardly
through the lower end of the jacket 13 into the seabed 12, and when
all water has been expelled from the space 18, bubbles of air will
rise through the seabed and through the water above to the
waterline 14, as indicated at 23, thus giving a visible indication
that all water has been expelled from the space 18.
In the event that the seabed 12 is not sufficiently soft or muddy
to permit the escape of water and air from the annular space 18 as
above described, a suitable vibrator device 25 may be attached to
the upper end portion of the jacket 13 above the waterline 14, so
as to vibrate the jacket 13 and break its bond with the relatively
firm seabed, sufficiently to facilitate expulsion of water and air
from the space 18 as already explained.
In any event, when all the water has been expelled from the annular
space 18, the compressed air supply through the line 20 is
controlled by the valve 21 and monitored by the gauge 22 so as to
produce a static air pressure in the space 18 sufficient to prevent
ingress of sea water through the lower end of the jacket 13. While
this condition prevails, suitable grouting material is introduced
into the annular space 18, as for example from a hopper 26 through
a conduit 27 under the action of a pump 28, the conduit 27
communicating with the annular space 18 at a point adjacent the
upper end of the jacket 13, above the waterline 14.
The grouting material thus fills the annular space 18 as indicated
at 29 in FIG. 3, and while grouting of the lower end portion of the
space is most important, the entire length of the space may be
grouted to above the waterline. If the seabed 12 is soft and muddy,
some of the grouting material may flow out of the lower end of the
jacket 13 as indicated at 29. In such event this initial fill of
grout may be permitted to set, before grouting the rest of the
annular space 18. In any event, the grouting material is
constrained or loaded by the air pressure until it is fully set or
changed from a fluid to a solid form. This prevents the grouting
material from shrinking and assures its tight bond to the walls of
the jacket and piling, so that no seepage of sea water can occur to
corrode and deteriorate the composite strength of the grouted
unit.
It may be noted that although the invention is primarily concerned
with grouting of offshore structures of the type mentioned, the
teachings of the invention are also applicable to grouting of
similar structures in general, that is, not necessarily those which
rest on the seabed.
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