US20140130440A1 - Drilling derrick for offshore drilling incorporating a stressed-skin and offshore platform - Google Patents
Drilling derrick for offshore drilling incorporating a stressed-skin and offshore platform Download PDFInfo
- Publication number
- US20140130440A1 US20140130440A1 US14/125,495 US201214125495A US2014130440A1 US 20140130440 A1 US20140130440 A1 US 20140130440A1 US 201214125495 A US201214125495 A US 201214125495A US 2014130440 A1 US2014130440 A1 US 2014130440A1
- Authority
- US
- United States
- Prior art keywords
- drilling derrick
- drilling
- derrick
- section
- deck
- 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.)
- Abandoned
Links
- 238000005553 drilling Methods 0.000 title claims abstract description 190
- 239000003351 stiffener Substances 0.000 claims description 18
- 238000007747 plating Methods 0.000 claims description 8
- 238000010276 construction Methods 0.000 description 15
- 238000003466 welding Methods 0.000 description 6
- 238000007796 conventional method Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 230000004308 accommodation Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B15/00—Supports for the drilling machine, e.g. derricks or masts
- E21B15/02—Supports for the drilling machine, e.g. derricks or masts specially adapted for underwater drilling
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B15/00—Supports for the drilling machine, e.g. derricks or masts
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B19/00—Handling rods, casings, tubes or the like outside the borehole, e.g. in the derrick; Apparatus for feeding the rods or cables
- E21B19/14—Racks, ramps, troughs or bins, for holding the lengths of rod singly or connected; Handling between storage place and borehole
Definitions
- the present invention relates to the field of offshore drilling, and more particularly, to weather protected offshore drilling having a drilling derrick mounted on a deck of an offshore platform, including, but not limited to drill ship or drill platform or drill rig.
- U.S. Pat. No. 4,613,001 describes a type of derrick which is enclosed in a weather protecting cover, from which tunnels extend out over the drill deck and comprises lifting means for handling of pipes and tubes between the drill deck and an underlying main deck.
- This type of drilling derrick is restricted to conventional truss or framework structured derricks providing a heavy and bulky construction for the offshore drilling.
- the present invention relates to the field of weather protected drilling derricks for offshore drilling providing for weather protected storage, handling and working area within the drilling derrick. More specifically, the present invention relates to a solution with stressed-skin structure where weather protection and load carrying structure is combined in the external enclosure forming the drilling derrick. It is desirable to provide relatively light-weight and relatively non-bulky and compact drilling derrick constructions having weather protected storage, handling and working area.
- the object of the present invention is to suggest an improved and easy to implement drilling derrick for offshore drilling which improves the working and storage environment for drilling operations and reduces the weight of the drilling derrick.
- an aspect of the present invention is to provide an improved solution of a drilling derrick construction which seeks to mitigate, alleviate, or eliminate one or more of the above-identified deficiencies in the art and disadvantages singly or in any combination.
- a drilling derrick for offshore drilling operations arranged to be a protecting enclosure accommodating a drill pipe device adapted to perform drilling operations and allowing a pipe section to be moved in and out of the drilling derrick, the drilling derrick accommodating a pipe racking structure for stacking and retaining pipe sections for use in drilling operations, the drilling derrick is adapted to be mounted on a deck, characterised in that the drilling derrick comprising a stressed-skin structure having external load carrying panels.
- the drilling derrick is a relatively light-weight construction. Since the drilling derrick is a stressed-skin structure construction it enables a flexible construction which can be adapted to be shaped such that the effect of wind forces acting on the drilling derrick can be reduced.
- the external load carrying panels are external stiffened panels comprising of outer plating skins reinforced by inner vertical stiffeners and inner horizontal rib members in a substantially rectangular pattern, wherein the stressed-skin structure will provide the support load carrying structure for loads acting on the drilling derrick, and the stressed-skin structure will simulataneously provide weather protection.
- the external load carrying panels are external corrugated panels comprising of corrugated plates having vertical corrugations and horizontal rib members, wherein the stressed-skin structure will provide the support load carrying structure for loads acting on the drilling derrick.
- the drilling derrick comprises closable openings for transferring items, such as for example drill pipes and other drilling equipment, in and out of the drilling derrick.
- the drilling derrick is positioned upon the deck of an offshore platform, such as a drillship or drilling rig or drilling platform.
- the drilling derrick has a substantially rectangular horizontal cross section.
- the horizontal cross section has a surface which may vary in size over the height of the drilling derrick.
- a flexible construction is provided with the stressed-skin drilling derrick which may be of any type of suitable geometrical form.
- the drilling derrick can provide a relatively large area within the drilling derrick while at the same time providing a relatively compact and non-bulky drilling derrick.
- the substantially rectangular horizontal cross section of the drilling derrick may vary in size over the height of the drilling derrick, from a bottom part of the drilling derrick supported on the deck to a top part of the drilling derrick.
- the cross section of the top part of the drilling derrick is smaller than the cross section of the bottom part of the drilling derrick.
- the cross section surface may vary in size from the top part to the bottom part of the drilling derrick.
- corners of the drilling derrick may be rounded.
- the drilling derrick has a substantially round or elliptical horizontal cross section.
- the substantially round or elliptical horizontal cross section of the drilling derrick may vary in size over the height of the drilling derrick, from a bottom part of the drilling derrick supported on the deck to a top part of the drilling derrick.
- the cross section of the top part of the drilling derrick having a substantially round or elliptical horizontal cross section is smaller than the cross section of the bottom part of the drilling derrick.
- the drilling derrick comprises outward extending stiffened panels at a lower part of the drilling derrick where a cross section surface of the lower part is at least 50 percent larger than the largest cross section surface of the upper part of the drilling derrick, such that a larger enclosed area above the deck is provided.
- the stiffened panels can be arranged to provide the enlarged lower part.
- the lower part of the drilling derrick is arranged to correspond with structures below the deck, i.e. the main load-bearing structures of the offshore platform.
- a raised drill floor is arranged and integrated in the drilling derrick above the deck.
- the drilling derrick may provide for structural continuity where the loads acting on the drilling derrick, such as for example loads caused by drilling operations and/or wind forces, may be distributed in a suitable manner.
- the integrated raised drill floor may provide for more space above the deck.
- an offshore platform comprises at least one drilling derrick. According to a further advantageous aspect of the invention, an offshore platform comprises two drilling derricks.
- FIG. 1 schematically shows a pictorial representation of a stressed-skin drilling derrick according to the invention.
- FIG. 2 schematically shows a pictorial representation of a stiffened panel according to the invention.
- FIG. 3 schematically shows a pictorial representation of a stressed-skin drilling derrick having an enlarged lower part according to the invention.
- FIG. 4 schematically shows a pictorial representation of stressed-skin drilling derrick having an integrated drill floor structure according to the invention.
- FIGS. 1 to 4 are schematically illustrated.
- the following examples of the present invention relate, in general, to the field of offshore drilling in particularly, to offshore drilling using drilling derricks for weather protected drilling operations.
- FIG. 1 show an example of an inventive stressed-skin drilling derrick 1 mounted on a deck 2 , wherein the drilling derrick 1 is a welded load-bearing unitary construction.
- the drilling derrick 1 comprises a plurality of stiffened panels 3 which are respectively attached to the opposing edges 4 of adjacent external stiffened panels or adjacent structural sections which may constitute part of the drilling derrick 1 .
- the drilling derrick 1 may either fully or partly comprise of stiffened panels 3 .
- the drilling derrick 1 may vary in size over the height of the drilling derrick 1 , from a bottom part 9 of the drilling derrick 1 supported on the deck 2 to a top part 10 of the drilling derrick 1 .
- the drilling derrick 1 is arranged to accommodate any suitable equipments for drilling operations, such as for example a drill pipe device (not shown), pipe sections (not shown) and a pipe racking structure (not shown).
- the drilling derrick 1 comprises closable openings (not shown).
- the drilling derrick 1 may be adapted to provide a relatively large working, handling and storage area inside the drilling derrick 1 .
- the stressed-skin construction technique which is used in the inventive drilling derrick 1 supports structural loads by using the exterior or shell of the drilling derrick 1 , as opposed to using a conventional drilling derrick having a load-bearing frame or truss which is then covered with a non-load-bearing skin or coachwork.
- the stiffened panels 3 constitute the exterior or shell of the drilling derrick 1 .
- FIG. 2 schematically shows a pictorial representation of a stiffened panel 3 according to the invention.
- the external stiffened panel 3 comprises an outer plating skin 7 reinforced by inner vertical stiffeners 5 and inner horizontal rib members 6 in a substantially rectangular pattern 8 .
- the inner vertical stiffeners 5 and inner horizontal rib members 6 may be mounted and connected to the outer plating skin 7 by any conventional method such as welding, screwing, riveting or bolting.
- the inner vertical stiffeners 5 and inner horizontal rib members 6 are mounted and connected to the outer plating skin 7 and to each other by welding.
- the inventive drilling derrick 1 is mounted as a unitary construction on the deck 2 of an offshore platform, the inner horizontal rib members 6 are horizontal and the inner vertical stiffners 5 are substantially vertical.
- the inner vertical stiffeners 5 and the inner horizontal rib members 6 may be any type of structural member such as for example HP-bulb profile, L-profile, Flat bar profile, Trapetzoid-profile, Box-profile, U-profile or T-profile.
- the inner vertical stiffeners 5 and the inner horizontal rib members 6 in a stiffened panel 3 may be of different types structural members.
- the inner vertical stiffeners 5 and the inner horizontal rib members 6 in a stiffened panel 3 may be the same type of structural member.
- the stiffened panels 3 which are used in the stressed-skin structure of the drilling derrick provide a type of construction in which the outer plating skins 7 and the inner vertical stiffeners 5 and inner horizontal rib members 6 interact, thus contributing to the overall strength of the drilling derrick.
- the stiffened panels 3 can be mounted and connected to each other by any conventional method such as for example welding, screwing, riveting or bolting. Preferably, the stiffened panels 3 are mounted and connected to each other by welding.
- the stiffened panel 3 may comprise of any suitable number of inner vertical stiffeners 5 .
- the stiffened panel 3 may comprise of any suitable number of inner horizontal rib members 6 . Normally, the stiffened panel comprise of more inner vertical stiffeners 5 than inner horizontal rib members 6 .
- the inner vertical stiffeners 5 and the horizontal rib members 6 are arranged to be mounted and connected to each other at inner crossing sections 11 .
- the inner vertical stiffeners 5 and inner horizontal rib members 6 are arranged in the rectangular pattern 8 having inner crossing sections 11 , where either the inner vertical stiffeners 5 or the horizontal rib members 6 may be mounted and connected to each other and arranged through each other at the inner crossing sections 11 .
- the connection of the inner vertical stiffeners 5 and inner horizontal rib members 6 at the inner crossing sections 11 may be done by using any conventional method such as for example welding, screwing, riveting or bolting.
- the inner vertical stiffeners 5 and the horizontal rib members 6 are mounted and connected to each other by welding.
- the stiffened panel 3 comprising the outer plating skin 7 , the inner vertical stiffeners 5 and the inner horizontal rib members 6 can be made of any suitable material.
- the stiffened panels 3 can be arranged to be connected to each other forming any suitable geometrical form, for example such that wind force influence on the drilling derrick can be reduced.
- the inventive solution can simultaneously provide both a weather protected working, handling and storage area and a non-bulky and light-weight drilling derrick which also can reduce the wind force influence on the drilling derrick.
- FIG. 3 shows an example of a drilling derrick 31 having an enlarged lower part 32 , such that a larger enclosed working, handling and storage area above the deck 2 can be provided.
- the drilling derrick 31 comprises extending stiffened panels 33 at a lower part 32 of the drilling derrick 31 , such that a larger enclosed area above the deck 2 is provided.
- the lower part 32 of the drilling derrick 31 has a cross section surface which is substantially larger than the largest cross section surface of the upper part 34 of the drilling derrick 31 .
- the lower part 32 of the drilling derrick 31 has a cross section surface which is at least 50 percent larger than the largest cross section surface of the upper part 34 of the drilling derrick 31 .
- This drilling derrick 31 having an enlarged lower part 32 may provide a larger enclosed area above the deck 2 than if it had a continuous variation in size from the top part to the bottom part of the drilling derrick.
- FIG. 4 shows an example of a drilling derrick 41 having a raised integrated drill floor structure 42 , such that additional working, handling and storage area can be provided at the deck 2 .
- the raised drill floor 42 is arranged above the deck 2 on which the drilling derrick 41 is mounted.
- the drilling derrick according to the invention may be used in any type appropriate drilling operation.
- Several drilling derricks according to the invention may be provided on the deck of an offshore platform.
- the drilling derrick may be a multiple activity drilling derrick providing accommodation for multiple drilling pipe devices, pipe section and pipe racks.
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- Mining & Mineral Resources (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Earth Drilling (AREA)
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SE1150544A SE537320C2 (sv) | 2011-06-16 | 2011-06-16 | Borrtorn med förstyvat skal samt havsplattform |
SE1150544-3 | 2011-06-16 | ||
PCT/SE2012/050639 WO2012173559A1 (en) | 2011-06-16 | 2012-06-13 | Drilling derrick for offshore drilling incorporating a stressed-skin and offshore platform |
Publications (1)
Publication Number | Publication Date |
---|---|
US20140130440A1 true US20140130440A1 (en) | 2014-05-15 |
Family
ID=47357341
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US14/125,495 Abandoned US20140130440A1 (en) | 2011-06-16 | 2012-06-13 | Drilling derrick for offshore drilling incorporating a stressed-skin and offshore platform |
Country Status (5)
Country | Link |
---|---|
US (1) | US20140130440A1 (sv) |
NO (1) | NO346175B1 (sv) |
RU (1) | RU2597344C2 (sv) |
SE (1) | SE537320C2 (sv) |
WO (1) | WO2012173559A1 (sv) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2015006339A1 (en) * | 2013-07-10 | 2015-01-15 | Shell Oil Company | Blast, fire, and hydrocarbon capture and protection systems |
Citations (41)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1972269A (en) * | 1934-09-04 | Derrick construction | ||
US2190214A (en) * | 1937-10-23 | 1940-02-13 | Reliance Steel Prod Co | Grating and like structure |
US2248051A (en) * | 1938-12-28 | 1941-07-08 | Sun Oil Co | Offshore drilling rig |
US2299614A (en) * | 1940-02-08 | 1942-10-20 | Deutsch Maurice | Structural unit |
US2395205A (en) * | 1941-03-11 | 1946-02-19 | Budd Edward G Mfg Co | Aircraft structure |
US2437186A (en) * | 1944-05-27 | 1948-03-02 | Carnegie Illinois Steel Corp | Grating and method of making the same |
US2804951A (en) * | 1955-07-11 | 1957-09-03 | Wonderly Construction Company | Well rig cover |
US2873581A (en) * | 1954-08-16 | 1959-02-17 | Raymond Int Inc | Marine platform |
US2995900A (en) * | 1954-10-25 | 1961-08-15 | William A Hunsucker | Portable marine structure |
US3127960A (en) * | 1958-09-24 | 1964-04-07 | Smith Charles Aquila Vincent | Panel systems |
US3429128A (en) * | 1967-04-21 | 1969-02-25 | Chicago Bridge & Iron Co | Offshore storage structure |
US3499498A (en) * | 1968-03-11 | 1970-03-10 | Kendrick Cattle Co | Pipe racking and transfer assembly |
US3515084A (en) * | 1969-01-10 | 1970-06-02 | Sanders Associates Inc | Conversion of mat jack-up drill platforms to floating drill platforms |
US3577862A (en) * | 1968-07-12 | 1971-05-11 | Blaw Knox Co | Composite precompressed grating structure |
US3626836A (en) * | 1969-12-04 | 1971-12-14 | Schneidler Ind Inc | Drilling operation shelter |
US3749162A (en) * | 1971-04-01 | 1973-07-31 | Global Marine Inc | Arctic oil and gas development |
US3959946A (en) * | 1973-06-27 | 1976-06-01 | Electric Power Transmission Pty. Limited | Pole structure |
US3964216A (en) * | 1974-10-31 | 1976-06-22 | G. Tsutomu Arai And Roger A. Hummel, Architects, (A Partnership) | Modular building constructon |
US4012882A (en) * | 1972-04-19 | 1977-03-22 | Industrialised Building Systems Limited | Structural building panels |
US4069626A (en) * | 1976-03-26 | 1978-01-24 | Yarema Die & Engineering Co. | Steeple |
US4081087A (en) * | 1976-01-21 | 1978-03-28 | Freeman Sr Richard B | Pipe laydown and pickup machine |
US4441283A (en) * | 1982-06-23 | 1984-04-10 | Horst Witt | Steeple |
US4613001A (en) * | 1983-09-21 | 1986-09-23 | Gotaverken Arendal Ab | Weather protected offshore drilling rig |
US4627767A (en) * | 1983-07-22 | 1986-12-09 | Santa Fe International Corporation | Mobile sea barge and platform |
US4865490A (en) * | 1988-09-08 | 1989-09-12 | Henry Wallace | Portable wellhead and welder protector system |
US5248005A (en) * | 1991-02-13 | 1993-09-28 | Nabors Industries, Inc. | Self-propelled drilling module |
US5375353A (en) * | 1993-06-10 | 1994-12-27 | Hulse; James M. | Illuminated sign assembly for a communication tower |
US5749198A (en) * | 1986-04-07 | 1998-05-12 | Ebert Composites Corporation | Tapered composite elevated support structure |
US6047781A (en) * | 1996-05-03 | 2000-04-11 | Transocean Offshore Inc. | Multi-activity offshore exploration and/or development drilling method and apparatus |
US6286281B1 (en) * | 1991-06-14 | 2001-09-11 | David W. Johnson | Tubular tapered composite pole for supporting utility lines |
US20020081415A1 (en) * | 2000-12-22 | 2002-06-27 | Yasuhiro Toi | Composite material-stiffened panel and manufacturing method thereof |
US6415581B1 (en) * | 2000-07-17 | 2002-07-09 | Deck West, Incorporated | Corrugated stiffening member |
US20080103740A1 (en) * | 2006-10-31 | 2008-05-01 | Airbus Espana, S.L. | Process for optimizing the structural design of a stiffened composite material panel |
US20090005232A1 (en) * | 2007-06-28 | 2009-01-01 | The Boeing Company | Composite Structures having Reinforced Edge Bonded Joints and Method for Making the Same |
US20090057011A1 (en) * | 2007-04-02 | 2009-03-05 | Inge Petersson | Drilling device |
US20090272540A1 (en) * | 2008-04-30 | 2009-11-05 | Mary B. Dimmitt | Mobile hydraulic workover rig |
US20100192504A1 (en) * | 2008-07-09 | 2010-08-05 | General Electric Company | Spaceframe nacelle for a wind turbine generator and method of manufacturing the spaceframe nacelle |
US20110315824A1 (en) * | 2010-06-25 | 2011-12-29 | The Boeing Company | Composite structures having integrated stiffeners and method of making the same |
US20120052247A1 (en) * | 2010-06-25 | 2012-03-01 | The Boeing Company | Composite structures having integrated stiffeners with smooth runouts and method of making the same |
US20120245862A1 (en) * | 2009-09-14 | 2012-09-27 | Airbus Operations (S.A.S.) | Method for the structural analysis of panels consisting of an isotropic material and stiffened by triangular pockets |
US8336273B2 (en) * | 2009-04-07 | 2012-12-25 | The Board Of Regents For Oklahoma State University | Rainscreen attachment system |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
SU661095A1 (ru) * | 1976-11-04 | 1979-05-05 | Московский Государственный Научно-Исследовательский И Проектный Институт По Сельскому Строительству | Водонапорна башн |
SU1578308A1 (ru) * | 1988-05-03 | 1990-07-15 | Всесоюзный нефтяной научно-исследовательский институт по технике безопасности | Бурова вышка |
SU1765343A1 (ru) * | 1990-07-18 | 1992-09-30 | Сургутское отделение Западно-Сибирского научно-исследовательского и проектно-конструкторского института технологии глубокого разведочного бурения | Укрытие буровой установки |
AU2002353236A1 (en) * | 2002-11-21 | 2004-06-23 | Mara-Institut D.O.O. | Building with wall panels |
-
2011
- 2011-06-16 SE SE1150544A patent/SE537320C2/sv not_active IP Right Cessation
-
2012
- 2012-06-13 WO PCT/SE2012/050639 patent/WO2012173559A1/en active Application Filing
- 2012-06-13 US US14/125,495 patent/US20140130440A1/en not_active Abandoned
- 2012-06-13 RU RU2014101162/03A patent/RU2597344C2/ru active
-
2014
- 2014-01-08 NO NO20140017A patent/NO346175B1/no unknown
Patent Citations (45)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1972269A (en) * | 1934-09-04 | Derrick construction | ||
US2190214A (en) * | 1937-10-23 | 1940-02-13 | Reliance Steel Prod Co | Grating and like structure |
US2248051A (en) * | 1938-12-28 | 1941-07-08 | Sun Oil Co | Offshore drilling rig |
US2299614A (en) * | 1940-02-08 | 1942-10-20 | Deutsch Maurice | Structural unit |
US2395205A (en) * | 1941-03-11 | 1946-02-19 | Budd Edward G Mfg Co | Aircraft structure |
US2437186A (en) * | 1944-05-27 | 1948-03-02 | Carnegie Illinois Steel Corp | Grating and method of making the same |
US2873581A (en) * | 1954-08-16 | 1959-02-17 | Raymond Int Inc | Marine platform |
US2995900A (en) * | 1954-10-25 | 1961-08-15 | William A Hunsucker | Portable marine structure |
US2804951A (en) * | 1955-07-11 | 1957-09-03 | Wonderly Construction Company | Well rig cover |
US3127960A (en) * | 1958-09-24 | 1964-04-07 | Smith Charles Aquila Vincent | Panel systems |
US3429128A (en) * | 1967-04-21 | 1969-02-25 | Chicago Bridge & Iron Co | Offshore storage structure |
US3499498A (en) * | 1968-03-11 | 1970-03-10 | Kendrick Cattle Co | Pipe racking and transfer assembly |
US3577862A (en) * | 1968-07-12 | 1971-05-11 | Blaw Knox Co | Composite precompressed grating structure |
US3515084A (en) * | 1969-01-10 | 1970-06-02 | Sanders Associates Inc | Conversion of mat jack-up drill platforms to floating drill platforms |
US3626836A (en) * | 1969-12-04 | 1971-12-14 | Schneidler Ind Inc | Drilling operation shelter |
US3749162A (en) * | 1971-04-01 | 1973-07-31 | Global Marine Inc | Arctic oil and gas development |
US4012882A (en) * | 1972-04-19 | 1977-03-22 | Industrialised Building Systems Limited | Structural building panels |
US3959946A (en) * | 1973-06-27 | 1976-06-01 | Electric Power Transmission Pty. Limited | Pole structure |
US3964216A (en) * | 1974-10-31 | 1976-06-22 | G. Tsutomu Arai And Roger A. Hummel, Architects, (A Partnership) | Modular building constructon |
US4081087A (en) * | 1976-01-21 | 1978-03-28 | Freeman Sr Richard B | Pipe laydown and pickup machine |
US4069626A (en) * | 1976-03-26 | 1978-01-24 | Yarema Die & Engineering Co. | Steeple |
US4441283A (en) * | 1982-06-23 | 1984-04-10 | Horst Witt | Steeple |
US4627767A (en) * | 1983-07-22 | 1986-12-09 | Santa Fe International Corporation | Mobile sea barge and platform |
US4613001A (en) * | 1983-09-21 | 1986-09-23 | Gotaverken Arendal Ab | Weather protected offshore drilling rig |
US5749198A (en) * | 1986-04-07 | 1998-05-12 | Ebert Composites Corporation | Tapered composite elevated support structure |
US4865490A (en) * | 1988-09-08 | 1989-09-12 | Henry Wallace | Portable wellhead and welder protector system |
US5026219A (en) * | 1988-09-08 | 1991-06-25 | Henry Wallace | Portable wellhead and welder protector system |
US5248005A (en) * | 1991-02-13 | 1993-09-28 | Nabors Industries, Inc. | Self-propelled drilling module |
US6286281B1 (en) * | 1991-06-14 | 2001-09-11 | David W. Johnson | Tubular tapered composite pole for supporting utility lines |
US5375353A (en) * | 1993-06-10 | 1994-12-27 | Hulse; James M. | Illuminated sign assembly for a communication tower |
US6047781A (en) * | 1996-05-03 | 2000-04-11 | Transocean Offshore Inc. | Multi-activity offshore exploration and/or development drilling method and apparatus |
US6056071A (en) * | 1996-05-03 | 2000-05-02 | Transocean Offshore Inc. | Multi-activity offshore exploration and/or development drilling method and apparatus |
US6085851A (en) * | 1996-05-03 | 2000-07-11 | Transocean Offshore Inc. | Multi-activity offshore exploration and/or development drill method and apparatus |
US6415581B1 (en) * | 2000-07-17 | 2002-07-09 | Deck West, Incorporated | Corrugated stiffening member |
US20020081415A1 (en) * | 2000-12-22 | 2002-06-27 | Yasuhiro Toi | Composite material-stiffened panel and manufacturing method thereof |
US20080103740A1 (en) * | 2006-10-31 | 2008-05-01 | Airbus Espana, S.L. | Process for optimizing the structural design of a stiffened composite material panel |
US20090057011A1 (en) * | 2007-04-02 | 2009-03-05 | Inge Petersson | Drilling device |
US7628225B2 (en) * | 2007-04-02 | 2009-12-08 | Gva Consultants Ab | Drilling device |
US20090005232A1 (en) * | 2007-06-28 | 2009-01-01 | The Boeing Company | Composite Structures having Reinforced Edge Bonded Joints and Method for Making the Same |
US20090272540A1 (en) * | 2008-04-30 | 2009-11-05 | Mary B. Dimmitt | Mobile hydraulic workover rig |
US20100192504A1 (en) * | 2008-07-09 | 2010-08-05 | General Electric Company | Spaceframe nacelle for a wind turbine generator and method of manufacturing the spaceframe nacelle |
US8336273B2 (en) * | 2009-04-07 | 2012-12-25 | The Board Of Regents For Oklahoma State University | Rainscreen attachment system |
US20120245862A1 (en) * | 2009-09-14 | 2012-09-27 | Airbus Operations (S.A.S.) | Method for the structural analysis of panels consisting of an isotropic material and stiffened by triangular pockets |
US20110315824A1 (en) * | 2010-06-25 | 2011-12-29 | The Boeing Company | Composite structures having integrated stiffeners and method of making the same |
US20120052247A1 (en) * | 2010-06-25 | 2012-03-01 | The Boeing Company | Composite structures having integrated stiffeners with smooth runouts and method of making the same |
Also Published As
Publication number | Publication date |
---|---|
NO346175B1 (no) | 2022-04-04 |
NO20140017A1 (no) | 2014-01-08 |
SE1150544A1 (sv) | 2012-12-17 |
RU2597344C2 (ru) | 2016-09-10 |
WO2012173559A1 (en) | 2012-12-20 |
RU2014101162A (ru) | 2015-07-27 |
SE537320C2 (sv) | 2015-04-07 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
SG193413A1 (en) | A cantilever system and method of use | |
CN112977729B (zh) | 船舶及其建造方法 | |
CN104372961A (zh) | 一种抗震集成轻钢结构房 | |
AU2023204100A1 (en) | Valve Tower Reinforcing Structure And Reinforcing Method | |
CN203475602U (zh) | 一种应用在高层建筑中的斜撑转换结构 | |
US20140130440A1 (en) | Drilling derrick for offshore drilling incorporating a stressed-skin and offshore platform | |
CN202012071U (zh) | 水中钻孔作业平台 | |
CN210947266U (zh) | 一种组合的斜向波纹钢板剪力墙 | |
CN204663099U (zh) | 新型直升机停机坪甲板 | |
CN103964300A (zh) | 顶升式加高设备 | |
CN207878299U (zh) | 新型复合材料直升机平台 | |
RU2639761C2 (ru) | Судно, включающее в себя буровую установку, и способ бурения скважины с применением установки | |
CN210216904U (zh) | 一种兼具承载耗能和剪切抗震作用的装配式加强板 | |
WO2013137798A1 (en) | Frame shaped submersible deck box structure comprising at least one structural module | |
KR102605871B1 (ko) | 래싱 브리지 | |
CN110056123B (zh) | 一种兼具承载耗能和剪切抗震作用的装配式加强板 | |
CN203878957U (zh) | 防护屏模块单元 | |
CN207670619U (zh) | 一种用于桥梁施工的打捞装置 | |
CN115506635A (zh) | 一种用于海上升压站电气设备的模块化方舱 | |
CN203921141U (zh) | 一种半潜生活平台 | |
CN203889401U (zh) | 煤斗及其嵌入式支架 | |
CN210191742U (zh) | 海洋工程船防上浪型月池 | |
CN108100168A (zh) | 甲板支撑结构及牲畜船 | |
CN209585590U (zh) | 一种用于自升式平台的外走道结构 | |
US20140086690A1 (en) | Ice Resistant Jackup Leg |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
AS | Assignment |
Owner name: BASSOE TECHNOLOGY AB, SWEDEN Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNORS:LUDWIGSON, ROBERT;JANSSON, KARL-GUSTAV;REEL/FRAME:033494/0115 Effective date: 20140120 |
|
STCB | Information on status: application discontinuation |
Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION |