CN101798807B - Heavy-draft truss upright-column combined platform - Google Patents
Heavy-draft truss upright-column combined platform Download PDFInfo
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- CN101798807B CN101798807B CN2010101397867A CN201010139786A CN101798807B CN 101798807 B CN101798807 B CN 101798807B CN 2010101397867 A CN2010101397867 A CN 2010101397867A CN 201010139786 A CN201010139786 A CN 201010139786A CN 101798807 B CN101798807 B CN 101798807B
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B1/00—Hydrodynamic or hydrostatic features of hulls or of hydrofoils
- B63B1/02—Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement
- B63B1/10—Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement with multiple hulls
- B63B1/107—Semi-submersibles; Small waterline area multiple hull vessels and the like, e.g. SWATH
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- 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
- B63B35/4413—Floating drilling platforms, e.g. carrying water-oil separating devices
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B43/00—Improving safety of vessels, e.g. damage control, not otherwise provided for
- B63B43/02—Improving safety of vessels, e.g. damage control, not otherwise provided for reducing risk of capsizing or sinking
- B63B43/04—Improving safety of vessels, e.g. damage control, not otherwise provided for reducing risk of capsizing or sinking by improving stability
- B63B43/06—Improving safety of vessels, e.g. damage control, not otherwise provided for reducing risk of capsizing or sinking by improving stability using ballast tanks
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B1/00—Hydrodynamic or hydrostatic features of hulls or of hydrofoils
- B63B1/02—Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement
- B63B1/10—Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement with multiple hulls
- B63B1/12—Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement with multiple hulls the hulls being interconnected rigidly
- B63B2001/128—Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement with multiple hulls the hulls being interconnected rigidly comprising underwater connectors between the hulls
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B39/00—Equipment to decrease pitch, roll, or like unwanted vessel movements; Apparatus for indicating vessel attitude
- B63B39/005—Equipment to decrease ship's vibrations produced externally to the ship, e.g. wave-induced vibrations
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- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Combustion & Propulsion (AREA)
- Mechanical Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Physics & Mathematics (AREA)
- Fluid Mechanics (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Earth Drilling (AREA)
Abstract
The invention relates to a heavy-draft truss upright-column combined platform which is characterized by comprising a regular-polygon or subregular-polygon annular ballast compartment, a plurality of vertical upright columns, a drilling machine and an oil gas processing module, wherein the vertical upright columns are positioned at the angular points of the annular ballast compartment, and the drilling machine is positioned on the top of the upright columns; the annular ballast compartment adopts a permanent ballast mode, and a weight is filled in the compartment, thereby ensuring that the center of buoyancy of the platform is higher than the center of gravity of the platform; the lower parts of upright columns are connected with the annular ballast compartment to form an integral body, the upper part of each upright column is in a cylinder or subterete shell structure, the lower part of the upright columns adopts a truss structure, and the middle parts of every two adjacent upright columns are connected through a buoyancy tank structure which can provides sufficient buoyancy force for the platform; and each upright column is provided with a set of berthing ropes, and the berthing ropes are connected to benthonic anchor points in a traditional anchoring mode. The invention has the advantages of favorable moving performance, wide applicability for operating water depth, high strength of the monolithic construction, light weight and low construction cost, and can be used for deep water oil gas exploitation in severe marine environments.
Description
Technical field
The present invention relates to a kind of floating oil production platform, particularly about a kind of heavy-draft truss upright-column combined platform that is used for the exploitation of deep water marine oil and gas and has unconditional stability.
Background technology
Along with the marine oil and gas exploitation marches to deep water, traditional fixed production platform can not satisfy the needs of ocean deepwater oil and gas development, and floating oil production platform becomes the main equipment of present ocean deepwater oil and gas development.In recent years, produced the multiple floating oil production platform that is used for the ocean deepwater oil and gas development, be widely used in deep water hydrocarbon field exploitation all over the world, for example semisubmersible platform, absorb water open side type platform and tension leg platform (TLP) deeply.Above-mentioned every kind of platform all has its pluses and minuses: it hangs down that to swing exercise performance relatively poor semisubmersible platform, must adopt wet-type christmas tree when being used for as deep water hydrocarbon Development and Production platform, and the wet-type christmas tree technical sophistication, costs an arm and a leg; Dark drinking water open side type platform has good exercise performance, can use dry type tree, but it has shortcomings such as the Texas deck area is little, design difficulty big, oil gas treatment facility difficult arrangement; Tension leg platform (TLP) has good exercise performance equally, but because it uses tension leg to connect with seafloor foundation, its cost increases sharply with depth of water increase.
Summary of the invention
To the problems referred to above, the purpose of this invention is to provide a kind of unconditional stability that has, can adopt dry type tree, have big floor space, and cost increases insensitive heavy-draft truss upright-column combined platform to the depth of water.
For realizing above-mentioned purpose; The present invention takes following technical scheme: a kind of heavy-draft truss upright-column combined platform; It is characterized in that: it comprises the annular ballast compartment of a regular polygon or approximate regular polygon, some vertical column and a rig and oil gas processing modules that are positioned at said column top that are positioned at said annular ballast compartment angle point place; Said annular ballast compartment adopts permanent fixation ballast mode, fills weight in the cabin, guarantees that the centre of buoyancy of platform is higher than center of gravity; Said column bottom and said annular ballast compartment are connected as a single entity, and said column top is cylinder or nearly cylindrical shell structure, and trussed construction is adopted in said column bottom, and adjacent two said columns middle parts are adopted as platform and provide the floating box structure of enough buoyancy to be connected; Be provided with one group of mooring line on the every said column, and adopt traditional anchorage style that said mooring line is connected to the seabed anchor point.
The middle lower portion of said annular ballast compartment is provided with big the hanging down that is connected as a single entity with it and swings plate, and the said big vertical middle perforate of plate of swinging, and the production of hydrocarbons standpipe/drilling riser pipe that is communicated with said rig and oil gas processing module is therefrom passed; Arrange in the said trussed construction that at least 2 layers little hang down and swing plate, and every layer of said little hanging down swing plate and be positioned at said trussed construction connected node place, said big hanging down swung plate and swung plate and form and suppress the vertical structure of swinging with said little hanging down.
The shell structure side arrangement of every said column has the spirality side plate, and the shell structure inner space of every said column is split into a plurality of watertights cabin.
Said floating box structure is roomy box structure; Its sharp corner rounding; The width of said floating box structure is at least 2/3 of said column diameter; And be provided with in the twice vertical watertight bulkhead in the said floating box structure inner space of said floating box structure is divided into three parts, the walkway is established in the space during twice are said between the vertical watertight bulkhead, and the space in the vertical watertight bulkhead outside was divided into a plurality of watertights cabin during twice were said.
Said mooring line adopts traditional anchor chain mode, anchor chain-cable-anchor chain compound mode or full nylon cable mode.
The present invention is owing to take above technical scheme; It has the following advantages: 1, annular ballast compartment of the present invention adopts permanent fixation ballast mode; Fill iron ore or other weight in the cabin, be higher than center of gravity in the centre of buoyancy at any time with the assurance platform, thereby make platform keep darker drinking water state in-service; Not only realized the unconditional stability of platform in marine environment, and guaranteed that the stability of platform and sea-keeping satisfy instructions for use.Simultaneously, the dark drinking water of tradition open side type platform is little for draft of the present invention, can effectively reduce platform construction, transportation and installation difficulty; The more traditional semi-submerged platform column of platform column diameter of the present invention is little, can effectively reduce the surface wave load that acts on platform.2, column bottom of the present invention and annular ballast compartment are connected as a single entity; The two adjacent upright middle part adopts floating box structure to be connected, and floating box structure can also provide enough buoyancy for platform as the platform and integrally braced structures; Simultaneously can also make annular ballast compartment, column and middle part floating box structure become an overall structure; Thereby improve platform and integrally intensity, effectively resistant function is given the platform and integrally structure in the environmental load of platform with the loading transfer that single upright column suffers.Simultaneously; Annular ballast compartment and floating box structure can effectively transmit because the uneven interaction force that loads between each column that is caused of wave and platform; Therefore platform has good overall structure rigidity and intensity; Can effectively reduce the tired focus stress that platform suffers connected node under the environmental load condition, the fatigue life of improving the platform and integrally structure, improve the ability that platform adapts to abominable marine environment.3, column of the present invention top is cylinder or nearly cylindrical shell structure, can effectively reduce the drag force of wave to platform.Arrange the spirality side plate on every root post, swash response with the platform whirlpool that effective inhibition ocean current is caused.Trussed construction is adopted in the column bottom, can effectively reduce the environmental load that platform suffers, and alleviates platform weight, reduces the platform cost.4, the middle lower portion of annular ballast compartment of the present invention is provided with the big vertical plate that swings that is connected as a single entity with it; Arrange at least 2 layers little vertical plates that swing in the trussed construction; And every layer little hangs down and to swing plate and be positioned at trussed construction connected node place, and big hanging down swung plate and swung plate and form the inhibition of platform and hang down and swing structure with little hanging down, and can effectively increase platform and hang down and swing additional mass and swing damping with vertical; Improve the vertical exercise performance that swings of platform, thereby make platform can use dry type tree to carry out oil-gas mining.5, floating box structure of the present invention is roomy box structure, and its sharp corner rounding is to reduce the drag force of wave.Vertical watertight bulkhead is set in the floating box structure in the twice its inner space is divided into three parts, guarantee the structural redundancy degree of floating box structure after impaired, to guarantee platform safety.The walkway is established in space in the twice between the vertical watertight bulkhead, the platform operations personnel is arrived so that maintenance.The space in the vertical watertight bulkhead outside is divided into a plurality of watertights cabin in the twice, can be used as fuel oil/fresh-water tank, equipment compartment and variable ballast tank.6, the present invention adopts multiple spot anchoring locate mode location, and its cost increases insensitive to the depth of water, can be applicable to the exploitation of deep water and ultra deep water marine oil and gas.When platform need be shifted, can adopt traditional approach that mooring line is packed up, platform transfer is in place to other place, can practice thrift investment, increase economic efficiency.7, the present invention is owing to adopt many pillar constructions, and top rig and oil gas processing module floor space are big, top oil gas treatment facility is arranged more optimized, and improves the safety that platform operating efficiency and top facility are arranged.8, platform of the present invention vertical motion amplitude of swinging in marine environment is little, and production tree can be positioned on the Platform Deck, thereby realizes the dry type oil recovery, reduces the oil producing operation cost greatly; Simultaneously, according to the needs of oilfield development model, platform of the present invention also can adopt underwater well head, standpipe tieback in the wet type oil production method of platform, the dried wet combined type oil production method that perhaps adopts dry type or wet type to recover the oil for the different oil wells in oil field.In sum, platform motion function admirable of the present invention has unconditional stability, and it is wide to adapt to the operating water depth scope, and overall construction intensity is good, and is in light weight, and construction cost is low, can be applicable to the deep water hydrocarbon exploitation under the abominable marine environment condition.
Description of drawings
Fig. 1 is the overall structure sketch map of the present invention's four column platforms
Fig. 2 is the structural representation of the present invention's four column platform annular ballast compartment
Fig. 3 is the structural representation of column of the present invention
Fig. 4 is the structural representation of the present invention's four column platform floating box structures
Fig. 5 is the cross sectional representation of floating box structure of the present invention
Fig. 6 is the structural representation of the present invention's three column platforms
The specific embodiment
Below in conjunction with accompanying drawing and embodiment the present invention is carried out detailed description.
As shown in Figure 1, the present invention includes the annular ballast compartment 1 of a square or squarish, four vertical columns that are positioned at annular ballast compartment 1 angle point place 2, four floating box structure 3 and a rig and oil gas processing modules 4 that are positioned at column 2 tops that are positioned at column 2 medium position places.
As shown in Figure 2; Annular ballast compartment 1 adopts permanent fixation ballast mode; Fill iron ore or other weight in the cabin, be higher than center of gravity in the centre of buoyancy at any time with the assurance platform, thereby make platform keep darker drinking water state in-service; Not only realized the unconditional stability of platform in marine environment, and guaranteed that the stability of platform and sea-keeping satisfy instructions for use.The middle lower portion of annular ballast compartment 1 is provided with big the hanging down that is connected as a single entity with it and swings plate 11, and big hanging down swung perforates in the middle of the plate 11, and the production of hydrocarbons standpipe/drilling riser pipe 5 that is communicated with rig and oil gas processing module 4 is therefrom passed, and can be standpipe 5 cross binding is provided.
Like Fig. 1, shown in Figure 3, column 2 bottoms and annular ballast compartment 1 are connected as a single entity, and column 2 tops are cylinder or nearly cylindrical shell structure 21, can effectively reduce the drag force of wave to platform.Shell structure 21 side arrangement of every root post 2 have spirality side plate 22, swash response with the platform whirlpool that effective inhibition ocean current is caused; Shell structure 21 inner spaces of every root post 2 are split into a plurality of watertights cabin (not shown), are used to deposit drilling fluid, anchor chain etc., and buoyancy are provided for platform.Trussed construction 23 is adopted in column 2 bottoms, and is furnished with at least 2 layers little in the trussed construction 23 and hangs down and swing plates 24, and every layer little hangs down and swings plate 24 and be positioned at trussed construction 23 connected node places.Trussed construction 23 can effectively reduce the environmental load that platform suffers, and alleviates platform weight, reduces the platform cost.Little hang down swung big in plate 24 and the annular ballast compartment 1 and hangs down and swing plate 11 and form the inhibition of platforms and hang down and swing structure, can effectively increase platform and hang down and swing additional mass and swing damping with hanging down, and improves the vertical exercise performance that swings of platform.
Like Fig. 4, shown in Figure 5, two adjacent upright 2 middle parts adopt floating box structure 3 to be connected, and floating box structure 3 is roomy box structure, and its sharp corner rounding is to reduce the drag force of wave.The width of floating box structure 3 is at least 2/3 of column 2 diameters, and is provided with in the twice vertical watertight bulkhead 31 in the floating box structure 3 its inner space is divided into three parts, guarantees the floating box structure 3 structural redundancy degree after impaired, to guarantee platform safety.Walkway 32 is established in space in the twice between the vertical watertight bulkhead 31, the platform operations personnel is arrived so that maintenance.The space in vertical watertight bulkhead 31 outsides is divided into a plurality of watertights cabin 33 in the twice, can be used as fuel oil/fresh-water tank, equipment compartment and variable ballast tank.Floating box structure 3 can be as the platform and integrally braced structures; Also buoyancy is provided for platform; Simultaneously can also make annular ballast compartment 1, column 2 and middle part floating box structure 3 become an overall structure; Thereby improve platform and integrally intensity, effectively resistant function is given the platform and integrally structure in the environmental load of platform with the loading transfer that single upright column 2 suffers.
As shown in Figure 1, the present invention adopts multiple spot anchoring locate mode location, is provided with one group of mooring line 6 on every root post 2, and adopts traditional anchorage style that mooring line 6 is connected to the seabed anchor point.Mooring line 6 can adopt traditional anchor chain mode, anchor chain-cable-anchor chain compound mode or full nylon cable mode.When platform need be shifted, can adopt traditional approach that mooring line 6 is packed up, other place of platform transfer is in place, can practice thrift investment, increase economic efficiency.
In the foregoing description; Annular ballast compartment also can adopt four limits above polygon or triangle (as shown in Figure 6); The structural similarity of the overall structure of many columns or three column platforms and four column platforms, the just corresponding increase of quantity of column 2, floating box structure 3 and mooring line 6 is so repeat no more.
In the foregoing description, rig and oil gas processing module 4 select for use conventional rig of the prior art and oil gas treatment facility to carry out the equipment configuration according to the difference of oilfield development model, can reduce the technical risk that the present invention uses greatly.
The present invention only describes with the foregoing description; The structure of each parts, the position is set and connects and all can change to some extent; On the basis of technical scheme of the present invention; All improvement and equivalents of individual component being carried out according to the principle of the invention all should not got rid of outside protection scope of the present invention.
Claims (7)
1. heavy-draft truss upright-column combined platform; It is characterized in that: it comprises the annular ballast compartment of a regular polygon or approximate regular polygon, some vertical column and a rig and oil gas processing modules that are positioned at said column top that are positioned at said annular ballast compartment angle point place; Said annular ballast compartment adopts permanent fixation ballast mode, fills weight in the cabin, guarantees that the centre of buoyancy of platform is higher than center of gravity; Said column bottom and said annular ballast compartment are connected as a single entity, and said column top is cylinder or nearly cylindrical shell structure, and trussed construction is adopted in said column bottom, and adjacent two said columns middle parts are adopted as platform and provide the floating box structure of enough buoyancy to be connected; Be provided with one group of mooring line on the every said column, and adopt traditional anchorage style that said mooring line is connected to the seabed anchor point.
2. a kind of heavy-draft truss upright-column combined platform as claimed in claim 1; It is characterized in that: the middle lower portion of said annular ballast compartment is provided with big the hanging down that is connected as a single entity with it and swings plate; And said big hanging down swung the middle perforate of plate, and the production of hydrocarbons standpipe/drilling riser pipe that is communicated with said rig and oil gas processing module is therefrom passed; Arrange in the said trussed construction that at least 2 layers little hang down and swing plate, and every layer of said little hanging down swing plate and be positioned at said trussed construction connected node place, said big hanging down swung plate and swung plate and form and suppress the vertical structure of swinging with said little hanging down.
3. a kind of heavy-draft truss upright-column combined platform as claimed in claim 1 is characterized in that: the shell structure side arrangement of every said column has the spirality side plate, and the shell structure inner space of every said column is split into a plurality of watertights cabin.
4. a kind of heavy-draft truss upright-column combined platform as claimed in claim 2 is characterized in that: the shell structure side arrangement of every said column has the spirality side plate, and the shell structure inner space of every said column is split into a plurality of watertights cabin.
5. like claim 1 or 2 or 3 or 4 described a kind of heavy-draft truss upright-column combined platforms; It is characterized in that: said floating box structure is roomy box structure; Its sharp corner rounding; The width of said floating box structure is at least 2/3 of said column diameter; And be provided with in the twice vertical watertight bulkhead in the said floating box structure inner space of said floating box structure is divided into three parts, the walkway is established in the space during twice are said between the vertical watertight bulkhead, and the space in the vertical watertight bulkhead outside was divided into a plurality of watertights cabin during twice were said.
6. like claim 1 or 2 or 3 or 4 described a kind of heavy-draft truss upright-column combined platforms, it is characterized in that: said mooring line adopts traditional anchor chain mode, anchor chain-cable-anchor chain compound mode or full nylon cable mode.
7. a kind of heavy-draft truss upright-column combined platform as claimed in claim 5 is characterized in that: said mooring line adopts traditional anchor chain mode, anchor chain-cable-anchor chain compound mode or full nylon cable mode.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010101397867A CN101798807B (en) | 2010-03-30 | 2010-03-30 | Heavy-draft truss upright-column combined platform |
| PCT/CN2010/001947 WO2011120209A1 (en) | 2010-03-30 | 2010-12-02 | Deep draught combined platform with truss column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010101397867A CN101798807B (en) | 2010-03-30 | 2010-03-30 | Heavy-draft truss upright-column combined platform |
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| Publication Number | Publication Date |
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| CN101798807A CN101798807A (en) | 2010-08-11 |
| CN101798807B true CN101798807B (en) | 2012-04-18 |
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| CN2010101397867A Active CN101798807B (en) | 2010-03-30 | 2010-03-30 | Heavy-draft truss upright-column combined platform |
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| CN (1) | CN101798807B (en) |
| WO (1) | WO2011120209A1 (en) |
Families Citing this family (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101798807B (en) * | 2010-03-30 | 2012-04-18 | 中国海洋石油总公司 | Heavy-draft truss upright-column combined platform |
| CN102296565A (en) * | 2011-05-26 | 2011-12-28 | 中国海洋石油总公司 | Deep-water ring-shaped floating type artificial harbor |
| CN103129715B (en) * | 2012-03-16 | 2017-02-01 | 中国海洋石油总公司 | Conduit-rack semi-submersible type oil-extraction platform |
| CN102616344A (en) * | 2012-03-22 | 2012-08-01 | 中国海洋石油总公司 | Heavy draught truss type floating platform |
| CN103711459B (en) * | 2012-09-29 | 2016-12-21 | 天津市海王星海上工程技术股份有限公司 | The basal disc formula water surface connects cartridge type underwater dry-type extracting device of oil |
| CN103010417A (en) * | 2012-12-21 | 2013-04-03 | 天津大学 | Offshore wind power floating foundation suitable for small water plane with water depth below 100m |
| CN103953022A (en) * | 2014-05-05 | 2014-07-30 | 中国海洋石油总公司 | Supersized wellhead platform |
| CN105059489B (en) * | 2015-07-15 | 2017-07-28 | 中国海洋石油总公司 | A kind of marine nuclear power platform of constant |
| CN105857533A (en) * | 2016-05-10 | 2016-08-17 | 中国海洋石油总公司 | Three-stand-column floating platform |
| CN106741699A (en) * | 2017-01-16 | 2017-05-31 | 天津大学 | A kind of cylinders integrated-type open side type platform |
| CN109866887B (en) * | 2017-12-01 | 2024-11-01 | 中石化石油工程技术服务有限公司 | Self-stabilizing semi-submersible platform with external inclined upright posts |
| CN109866888B (en) * | 2019-03-25 | 2020-03-03 | 中国海洋石油集团有限公司 | Relative motion restraining device for dry tree semi-submersible platform heave plate and main hull |
| CN114348194B (en) * | 2022-01-13 | 2024-03-19 | 东北石油大学 | Suspension FRP concrete combined guy cable tower type damping platform and construction method thereof |
| CN114604376A (en) * | 2022-02-17 | 2022-06-10 | 中国海洋石油集团有限公司 | Novel floating type fan foundation with box type heave plates |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1869337A (en) * | 2005-05-27 | 2006-11-29 | 中国石化集团胜利石油管理局钻井工艺研究院 | Automatic lifting platform with split base and its using method |
| CN101007562A (en) * | 2007-01-18 | 2007-08-01 | 上海交通大学 | Multiple column truss type spar platform with central well |
| CN201347192Y (en) * | 2009-01-20 | 2009-11-18 | 大连理工大学 | DDMS heavy draft column platform |
| CN201647096U (en) * | 2010-03-30 | 2010-11-24 | 中国海洋石油总公司 | Modular platform for deep draft truss column |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| NO177897C (en) * | 1993-08-05 | 1996-02-20 | Kvaerner As | floats |
| US7854570B2 (en) * | 2008-05-08 | 2010-12-21 | Seahorse Equipment Corporation | Pontoonless tension leg platform |
| US7900572B2 (en) * | 2008-07-30 | 2011-03-08 | Seahorse Equipment Corporation | Drag-inducing stabilizer plates with damping apertures |
| CN101475048B (en) * | 2009-01-13 | 2011-08-10 | 中国海洋大学 | Novel sea deep water buoy platform |
| CN101798807B (en) * | 2010-03-30 | 2012-04-18 | 中国海洋石油总公司 | Heavy-draft truss upright-column combined platform |
-
2010
- 2010-03-30 CN CN2010101397867A patent/CN101798807B/en active Active
- 2010-12-02 WO PCT/CN2010/001947 patent/WO2011120209A1/en active Application Filing
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1869337A (en) * | 2005-05-27 | 2006-11-29 | 中国石化集团胜利石油管理局钻井工艺研究院 | Automatic lifting platform with split base and its using method |
| CN101007562A (en) * | 2007-01-18 | 2007-08-01 | 上海交通大学 | Multiple column truss type spar platform with central well |
| CN201347192Y (en) * | 2009-01-20 | 2009-11-18 | 大连理工大学 | DDMS heavy draft column platform |
| CN201647096U (en) * | 2010-03-30 | 2010-11-24 | 中国海洋石油总公司 | Modular platform for deep draft truss column |
Non-Patent Citations (1)
| Title |
|---|
| JP特表平11-503383A 1999.03.26 |
Also Published As
| Publication number | Publication date |
|---|---|
| WO2011120209A1 (en) | 2011-10-06 |
| CN101798807A (en) | 2010-08-11 |
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