US3768268A - Drilling or production platform for work at sea - Google Patents

Drilling or production platform for work at sea Download PDF

Info

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
Application number
US00181848A
Other languages
English (en)
Inventor
M Laffont
J Houot
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
ENTREPRISE DE RECHERCHES ET D ACTIVITES PETROLIERES ELF FR
ERAP
Original Assignee
ERAP
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by ERAP filed Critical ERAP
Application granted granted Critical
Publication of US3768268A publication Critical patent/US3768268A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B35/00Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
    • B63B35/44Floating buildings, stores, drilling platforms, or workshops, e.g. carrying water-oil separating devices
    • B63B35/4406Articulated 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
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B17/00Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B17/02Artificial 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
    • E02B17/027Artificial 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)
US00181848A 1970-09-21 1971-09-20 Drilling or production platform for work at sea Expired - Lifetime US3768268A (en)

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)

* Cited by examiner, † Cited by third party
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)

* Cited by examiner, † Cited by third party
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)

* Cited by examiner, † Cited by third party
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

Patent Citations (2)

* Cited by examiner, † Cited by third party
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)

* Cited by examiner, † Cited by third party
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

Similar Documents

Publication Publication Date Title
CA1101830A (en) Disconnectable riser for deep water operation
US3982401A (en) Marine structure with detachable anchor
US4938630A (en) Method and apparatus to stabilize an offshore platform
GB2201980A (en) Offshore oil/gas production
US3768268A (en) Drilling or production platform for work at sea
US3996754A (en) Mobile marine drilling unit
GB2130623A (en) System for drilling from a water surface which is insensitive to the swell
US3667239A (en) Anchor for buoyant marine structures
CN87101606A (zh) 包括桩基预安装的海上平台建筑方法
US5190410A (en) Conversion of mat jack-up drilling platforms to floating drilling platforms
US3553969A (en) Submerged oil storage structure
GB1503208A (en) Offshore marine structures and methods for the construction thereof
ES8502191A1 (es) "plataforma marina oscilante, particularmente para instalaciones petroleras"
US3643446A (en) Marine platform foundation member
US2675681A (en) Marine apparatus
JPS5916047B2 (ja) 海洋構造体
US3367119A (en) Flotation device for offshore platform assembly
US3714788A (en) Platform buoyant understructure
JPS62500183A (ja) 海面下機素打込み装置
US3556210A (en) Deep sea well drilling structure
US3097495A (en) Platform for afloat-condition drilling
USRE24346E (en) dawson
JP2606799B2 (ja) 海洋プラツトフオームの設置方法
US4285614A (en) Structure allowing the attainment of a precise seabed location
KR0122645Y1 (ko) 반잠수식 해상 시추선