US3768268A - Drilling or production platform for work at sea - Google Patents
Drilling or production platform for work at sea Download PDFInfo
- Publication number
- US3768268A US3768268A US00181848A US3768268DA US3768268A US 3768268 A US3768268 A US 3768268A US 00181848 A US00181848 A US 00181848A US 3768268D A US3768268D A US 3768268DA US 3768268 A US3768268 A US 3768268A
- Authority
- US
- United States
- Prior art keywords
- column
- base
- socket
- platform
- sea
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
- 238000005553 drilling Methods 0.000 title claims abstract description 11
- 230000008878 coupling Effects 0.000 claims abstract description 14
- 238000010168 coupling process Methods 0.000 claims abstract description 14
- 238000005859 coupling reaction Methods 0.000 claims abstract description 14
- 230000000284 resting effect Effects 0.000 claims description 2
- 238000009434 installation Methods 0.000 description 7
- 230000000694 effects Effects 0.000 description 2
- 230000001105 regulatory effect Effects 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 101100313164 Caenorhabditis elegans sea-1 gene Proteins 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 230000000087 stabilizing effect Effects 0.000 description 1
Images
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B35/00—Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
- B63B35/44—Floating buildings, stores, drilling platforms, or workshops, e.g. carrying water-oil separating devices
- B63B35/4406—Articulated towers, i.e. substantially floating structures comprising a slender tower-like hull anchored relative to the marine bed by means of a single articulation, e.g. using an articulated bearing
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
- E02B17/02—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor placed by lowering the supporting construction to the bottom, e.g. with subsequent fixing thereto
- E02B17/027—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor placed by lowering the supporting construction to the bottom, e.g. with subsequent fixing thereto steel structures
Definitions
- ABSTRACT A platform for drilling or production operations at sea, consisting of a working platform 3 above sealevel, carried by a column 4 which is buoyant, containing tanks 5 and 6 for ballasting, and equipped with a jointed coupling 7 capable of swinging movement in two relatively transverse planes, connecting this first column to the upper end 9 of a second column 12, the other end of which, possibly equipped with another jointed coupling 13 with two degrees of play, is attached to a base 15 with high non-buoyancy, designed to rest on the sea-bed.
- PATENTEDUEI an 1915 3.768268 SHEET 20. 4
- the present invention concerns a platform for drilling or production operations at sea, in which a platform above sea-level, with high buoyancy, is connected with the sea-bed, by a set of columns containing at least one intermediate jointed connection.
- the present invention overcomes this difficulty by making use of a system involving more than one column. It is straightforward to construct and simple to instal, since the base rests on the sea-bed.
- the platform for drilling or production operations at sea consists of a working platform above sea-level, carried on a buoyant column containing tanks for ballasting, and equipped with a jointed coupling at the lower end, which connects this first column to the upper end of a second column, also buoyant, the other end of which is attached to a highly non-buoyant base, designed to rest on the sea-bed.
- a jointed connection is interposed between the lower end of the second column and the non-buoyant base.
- the jointed connection on the first column includes a socket which fits into a base provided at the upper end of the second column.
- the second column is connected with the nonbuoyant base preferably by means of a socket at: the lower end of the column, which fits into the base.
- these bases contain guide-pins which fitinto slots in the corresponding sockets.
- the sockets are locked to the bases in some suitable way, such as by hydraulic devices controlled from the surface.
- FIG. 1 shows a general view of the drilling platform, with two jointed connections.
- FIG. 2 illustrates the installation of the base.
- FIG. 3 illustrates the installation of the lower column.
- FIG. 4 illustrates the installation of the upper part of the platform.
- FIG. 5 shows a platform with one intermediate jointed connection.
- FIG. 1 shows the surface of the sea 1 and the sea-bed 2, with a drilling platform 3 carrying a drillingrig 21.
- This platform is attached to a column 4, inside which are tanks 5 and 6, which may be filled with water or kept empty, allowing the buoyancy of the column to be regulated as desired.
- a jointed connection 7 capable of swinging movement in two relatively transverse planes.
- This jointed connection rests on a socket 8, to which it is attached, and which in turn fits into a base 9, attached to the second column 12.
- Guide-pins 10 attached to the base 9 allow the socket 8 to be positioned correctly. When the socket has been thus positioned on the base 9, it is locked to it by means of devices. controlled from the surface. These devices 11, which may operated hydraulically, for instance, fit into slots provided for them in the base.
- This base 9 is at the top of a second column 12, which has a jointed connection 13, with two degrees of play, at the lower end.
- This connection rests on a socket 14 which fits into a base 15.
- This base is extremely nonbuoyant, and rests on the sea-bed.
- the socket 14 is p0.- sitioned on the base 15 by means of guide-pines 1 6, and locked in position by devices 17, possibly operated by a hydraulic system 18 and 20 controlled from an operating post 19 on the surface.
- FIG. 2 illustrates the installation of the base 15 on the sea-bed 2.
- the base is floated out to the point of submersion, and connected with cables or chain-cables 24 to stabilizing buoys 22 and 23, which are themselves anchored.
- the length of the mooring cables 24 depends on the depth of submersion. Cables of sufficient length 25 and 26 are attached to the guide-pins 16 on the base 15. Floats 27 and 28 are attached. to the other ends of these cables.
- the base is made slightly non-buoyant, in other words of low apparent weight, so that it submerges and begins to sink. Simultaneously, the buoys 22 and 23 approach the point of submersion, providing a braking force.
- the figure shows two such buoys, but during actual submersion there are usually four of them, in two planes at right angles to each other, to stabilize the base and ensure its correct positioning.
- the speed of submersion can be regulated by adjustingthe apparent weight of the base.
- FIG. 3 illustrates the installation of the lower column, after the base 15 has been placed in position and made completely non-buoyant, to ensure that it will remain stable on the sea-bed.
- This lower column 12 may take the form of a hollow cylindrical shaft or of a metal framework, with two tanks for ballasting near the ends.
- the column is floated to the point of submersion in a horizontal position, with both tanks empty.
- the cables connected to the base 25 and 26 are threaded through the slots in the socket 14, so as to guide it during submersion.
- the lower end of the column is then ballasted, so that it tips over into an upright position. Ballasting is done in such a way as to leave the column as a whole still buoyant, so that on completion of the operation the upper end is still above water.
- the column is then positioned over the site of the base 15, and next made slightly nonbuoyant, so that it sinks. Completion of submersion may be supervised accurately by means of the cables 29 and 30, and buoys 31 and 32.
- the socket 14 is guided by the cables, and on completion of submersion fits into the base 15, positioning being ensured by the guide-pins 16.
- the column is then made highly buoyant, possibly by emptying the upper tanks. It takes up a roughly upright position, with the second base 9 at the upper end.
- the cables 25 and 26 can be removed.
- FIG. 4 illustrates the installation of the upper column, which is carried out in the same way as for the lower column. It is towed to the submersion point in a horizontal position, then the lower end is ballasted, so that it tips over into a roughly upright position, and, as buoyancy decreases, begins to sink, guided by the cables 29 and 30.
- the socket 8 on this column fits into the I base 9 on the lower column, positioning being ensured by the guide-pins 10.
- the socket is in place, it is locked to the base 9, for instance by applying hydraulic pressure to locking devices 11, which attach the two parts together.
- the column 4 is then made highly buoyant again, and the cables 29 and 30 are removed.
- the platform is now in the position for operations.
- the jointed coupling 7 allows the column 4 to move in accordance with the waves.
- the column is generally 300 to 600 feet long, since it has been found that below this depth the swell has relatively little effect.
- the other column 12 can be much longer, since it is fairly stable, being subject only to the effects of deepwater currents.
- FIG. shows an alternative form of platform, in which the column below 12, in the form of a framework, is held rigidly by the socket 14, which fits into the base 15, being locked to it by means of locking devices 11, which may or may not be hydraulically operated.
- a platform for drilling or production operations at sea comprising:
- a single lower buoyant column comprising internal ballasting means, said column having its lower end attached to the base and its upper end provided with a supporting member,
- a single upper buoyant column comprising internal ballasting means and having at its lower end a jointed coupling pivotally attaching said column to said supporting member for movement in a plurality of planes relative to said supporting member, said upper column being provided, at its upper end, with a working platform projecting above the sea level, and constituting the sole support for said platform.
- a platform according to claim 1 in which a jointed coupling is interposed between the lower end of the lower column and the non-buoyant base.
- a platform according to claim 1 in which the lower end of the lower column, carries a jointed coupling which is attached to a socket which fits into the non-buoyant base.
- a platform according to claim 4 comprising means for locking the socket to the corresponding supporting member.
- the locking means consists of hydraulic piston devices fitted to the socket and controlled from the surface, with the pistons of said devices fitting into slots provided in the supporting member.
Landscapes
- Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Architecture (AREA)
- Chemical & Material Sciences (AREA)
- Combustion & Propulsion (AREA)
- Ocean & Marine Engineering (AREA)
- Earth Drilling (AREA)
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR7034115A FR2106684A5 (enrdf_load_stackoverflow) | 1970-09-21 | 1970-09-21 |
Publications (1)
Publication Number | Publication Date |
---|---|
US3768268A true US3768268A (en) | 1973-10-30 |
Family
ID=9061600
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US00181848A Expired - Lifetime US3768268A (en) | 1970-09-21 | 1971-09-20 | Drilling or production platform for work at sea |
Country Status (6)
Country | Link |
---|---|
US (1) | US3768268A (enrdf_load_stackoverflow) |
JP (1) | JPS5640907Y2 (enrdf_load_stackoverflow) |
CA (1) | CA938116A (enrdf_load_stackoverflow) |
FR (1) | FR2106684A5 (enrdf_load_stackoverflow) |
GB (1) | GB1310475A (enrdf_load_stackoverflow) |
NL (1) | NL163846C (enrdf_load_stackoverflow) |
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3977200A (en) * | 1974-02-25 | 1976-08-31 | Oy Yleinen Insinooritoimisto | Lighthouse or beacon construction |
US3996756A (en) * | 1974-04-08 | 1976-12-14 | Sea-Log Corporation | Method and apparatus for supporting a drilling platform on the ocean floor |
US4610569A (en) * | 1984-07-30 | 1986-09-09 | Exxon Production Research Co. | Hybrid offshore structure |
US4648469A (en) * | 1985-09-24 | 1987-03-10 | Atlantic Richfield Company | Alleviating vortex shedding stress problems |
US4685833A (en) * | 1984-03-28 | 1987-08-11 | Iwamoto William T | Offshore structure for deepsea production |
US4721412A (en) * | 1986-07-01 | 1988-01-26 | Robert D. King | Offshore safety escape platform |
US4938630A (en) * | 1988-08-22 | 1990-07-03 | Conoco Inc. | Method and apparatus to stabilize an offshore platform |
WO2014032106A1 (en) * | 2012-09-03 | 2014-03-06 | Seacaptaur Ip Ltd | Buoy |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4181453A (en) | 1977-08-24 | 1980-01-01 | Sea Tank Co. | Apparatus for positioning an off-shore weight structure on a previously positioned sea bed unit |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3355899A (en) * | 1966-05-31 | 1967-12-05 | Exxon Production Research Co | Offshore operations |
US3522709A (en) * | 1967-02-24 | 1970-08-04 | Metalliques Cie Franc Entrepri | Marine platform structure |
-
1970
- 1970-09-21 FR FR7034115A patent/FR2106684A5/fr not_active Expired
-
1971
- 1971-09-20 NL NL7112887.A patent/NL163846C/xx not_active IP Right Cessation
- 1971-09-20 US US00181848A patent/US3768268A/en not_active Expired - Lifetime
- 1971-09-20 CA CA123262A patent/CA938116A/en not_active Expired
- 1971-09-21 GB GB4399571A patent/GB1310475A/en not_active Expired
-
1979
- 1979-02-05 JP JP1979013686U patent/JPS5640907Y2/ja not_active Expired
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3355899A (en) * | 1966-05-31 | 1967-12-05 | Exxon Production Research Co | Offshore operations |
US3522709A (en) * | 1967-02-24 | 1970-08-04 | Metalliques Cie Franc Entrepri | Marine platform structure |
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3977200A (en) * | 1974-02-25 | 1976-08-31 | Oy Yleinen Insinooritoimisto | Lighthouse or beacon construction |
US3996756A (en) * | 1974-04-08 | 1976-12-14 | Sea-Log Corporation | Method and apparatus for supporting a drilling platform on the ocean floor |
US4685833A (en) * | 1984-03-28 | 1987-08-11 | Iwamoto William T | Offshore structure for deepsea production |
US4610569A (en) * | 1984-07-30 | 1986-09-09 | Exxon Production Research Co. | Hybrid offshore structure |
US4648469A (en) * | 1985-09-24 | 1987-03-10 | Atlantic Richfield Company | Alleviating vortex shedding stress problems |
US4721412A (en) * | 1986-07-01 | 1988-01-26 | Robert D. King | Offshore safety escape platform |
US4938630A (en) * | 1988-08-22 | 1990-07-03 | Conoco Inc. | Method and apparatus to stabilize an offshore platform |
WO2014032106A1 (en) * | 2012-09-03 | 2014-03-06 | Seacaptaur Ip Ltd | Buoy |
Also Published As
Publication number | Publication date |
---|---|
FR2106684A5 (enrdf_load_stackoverflow) | 1972-05-05 |
GB1310475A (en) | 1973-03-21 |
AU3367771A (en) | 1973-03-29 |
NL7112887A (enrdf_load_stackoverflow) | 1972-03-23 |
NL163846B (nl) | 1980-05-16 |
NL163846C (nl) | 1980-10-15 |
CA938116A (en) | 1973-12-11 |
JPS54131301U (enrdf_load_stackoverflow) | 1979-09-12 |
JPS5640907Y2 (enrdf_load_stackoverflow) | 1981-09-25 |
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