CN102307780A - Offshore fuel storage facility - Google Patents
Offshore fuel storage facility Download PDFInfo
- Publication number
- CN102307780A CN102307780A CN2008801300858A CN200880130085A CN102307780A CN 102307780 A CN102307780 A CN 102307780A CN 2008801300858 A CN2008801300858 A CN 2008801300858A CN 200880130085 A CN200880130085 A CN 200880130085A CN 102307780 A CN102307780 A CN 102307780A
- Authority
- CN
- China
- Prior art keywords
- storage facility
- floating
- facility
- formula structure
- aforementioned
- 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.)
- Pending
Links
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
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Combustion & Propulsion (AREA)
- Mechanical Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Filling Or Discharging Of Gas Storage Vessels (AREA)
- Revetment (AREA)
Abstract
Embodiments of the present invention provide a stand-alone offshore fuel storage facility that includes a spine structure supported on a seabed; and a plurality of floating storage modules moored adjacent the spine structure, each of the floating storage modules capable of storing at least one type of petrochemical product. The facility may also include a fixed platform that houses various support facilities, and at least one jetty that provides docking space for one or more ships to load and unload petroleum and petrochemical products.
Description
Technical field
Embodiment of the present invention is provided for storing stand alone type (stand-alone) the offshore fuel storage facility of a large amount of fuel or other petrochemicals.
Background technology
Nowadays, oil and petrochemicals are stored in and are arranged near the large-scale cylinder of steel of harbor facilities at present.These jars consume sheet can be by the soil that more effectively utilizes.Because this place must be designed to support the huge weight of the jar of filling, therefore also to consume the appreciiable time to build.In addition, in the geology active regions, if earthquake or other can take place by seimic activity, these jars must be reinforced or otherwise be reinforced so that minimum margin of safety to be provided so.
Consider the various types of oil and the petrochemicals that possibly relate to, the tank field usually is the source of poison gas, and these poison gas possibly waft into contiguous residential development gradually.The storage of bulk petroleum and petrochemicals also causes intrinsic fire risk.
Another problem relevant with land storage facility is that the passage that leads to these facilities is limited.In order to carry from these facilities or to receive goods, boats and ships possibly waited in line several hours.No matter be to the exercitor or concerning facilities management person, this all is expensive and poor efficiency very.
A solution to the problems referred to above is the position that the storage facility offshore is arranged on contiguous land.This need build harbour or other structure to provide from land to the passage of this facility.Yet, because therefore their contiguous coastlines still exist about the problem of flue gas with fire.In addition, these facilities also have limited passage.Alternatively, arrive this facility, need expensive (dredge) operation of dredging in order to make the mammoth tanker that possibly have 25 meters drafts.
Summary of the invention
One aspect of the present invention provides a kind of free-standing offshore fuel storage facility, and it comprises the backbone formula structure that is supported on the sea bed; And be close to backbone formula structure by a plurality of floating storage module of mooring, each in the floating storage module can store the liquid of at least a type.This storage facility also can comprise the platform that is supported on the sea bed, and this platform can support a plurality of operational facilities.In some embodiments, this facility also can comprise the floating digue that surrounds a plurality of floating storage modules fully.
In optional embodiment, storage facility also can comprise and being supported on the sea bed and at least one harbour that contiguous backbone formula structure is positioned.Backbone formula structure, platform and harbour can be supported on the sea bed through stake formula jacket.Backbone formula structure can be processed by prefabricated reinforced concrete and/or precast prestressed concrete.
In another embodiment, each in a plurality of floating storage modules can be close to a plurality of mooring posts and be positioned, and wherein mooring post is attached to sea bed, thereby floating storage module relative to each other and with respect to backbone formula structure remains on fixing horizontal position.
In another embodiment; In a plurality of floating storage modules at least one comprises external prestress concrete shell, inner prestressed concrete housing, at least one cylinder of steel that is positioned at inner shell and a plurality of dividing plate, and these a plurality of dividing plates limit a plurality of compartments that are used for storaging liquid in jar.Floating storage module also can comprise a plurality of beams of concrete grids that are arranged between outer hull and the inner shell.Compartment can arrange with concentric arrangement, thereby floating storage module is in filling with unload when putting fuel and can keep even loading.
In some embodiments, dividing plate can be processed by the material that is selected from steel, cement concrete and steel-concrete composite material.In optional embodiment, at least one in the floating storage module can be oil carrier.In another embodiment, the depth of water from the sea bed to the water surface is less than 100 meters.This liquid can be at least a liquid that is selected from fuel, petroleum products, petrochemicals, liquefied natural gas and water.
Description of drawings
Through following written description, only by way of example and combine accompanying drawing, embodiment of the present invention to be better understood and be conspicuous to those of ordinary skills, in the accompanying drawings:
Fig. 1 shows the block diagram according to the offshore fuel storage facility of an embodiment of the invention;
Fig. 2 shows the plan view from above of the offshore fuel storage facility of Fig. 1;
Fig. 3 shows the cross-sectional side view of the offshore fuel storage facility of the Fig. 1 that obtains along the line X1-X1 of Fig. 2;
Fig. 4 shows the block diagram according to the offshore fuel storage facility of an optional embodiment of the present invention;
Fig. 5 shows the plan view from above of the offshore fuel storage facility of Fig. 4;
Fig. 6 shows the cross-sectional side view of the offshore fuel storage facility of the Fig. 4 that obtains along the line X1-X1 of Fig. 5; And
Fig. 7 shows the embodiment of floating storage module of the part of the offshore fuel storage facility that can be used as Fig. 1-6;
Fig. 8 shows the scheme drawing of offshore fuel storage facility according to another implementation of the invention.
The specific embodiment
Fig. 1 shows the block diagram according to the offshore fuel storage facility of an embodiment of the invention, and this offshore fuel storage facility is generally specified by reference number 100.Fig. 2 shows the plan view from above of offshore fuel storage facility 100, and Fig. 3 shows the cross-sectional side view of the offshore fuel storage facility of Fig. 2 that X1-X1 along the line obtains.
Continuation is with reference to Fig. 1-3, and facility 100 can comprise backbone formula (spine) structure 110, and backbone formula structure 110 is supported on the sea bed 102 and is elevated to the water surface 104 tops.Backbone formula structure 110 also can comprise the platform 112 that supports a plurality of facilities and equipment, and these a plurality of facilities and equipment such as reference number 150 are generally specified.In some embodiments, platform 112 also can be attached to backbone formula structure 110 and be supported on the sea bed 102.Floating digue 140 can be positioned at floating storage module 400 around.One or more harbours 114 of being convenient to one or more boats and ships 118 stops can be connected to platform 112.Facility 100 also comprises a plurality of floating storage modules 400.In this embodiment, all perpendicular to 110 alignment of backbone formula structure, backbone formula structure 110 is parallel to harbour 114 to float modules 400.Should be understood that other alignment thereof also is possible.
Backbone formula structure 110, platform 112 and harbour 114 can use through example but be not limited to a plurality of formula jackets 120 and be supported on the sea bed 102.Can floating storage module 400 relative to each other laterally be held in place with floating digue 140 through a plurality of mooring posts 122.Mooring post 122 allows float modules 400 relative to each other to move freely in vertical direction with different floating height based on stored product weight because of tidal fluctuations.One or more mooring arms 126 also can be attached to one or more caps 124 that are positioned at mooring post 122 tops with in horizontal direction limiting module 400.Being used for can be along backbone formula structure 110 location with a plurality of flexible pipe towers 106 of fuel injection and extraction module 400.A plurality of rubber fenders 128 can be attached to mooring post 122 and mooring arm 126 to absorb when module 400 horizontal force during horizontal motion under wind and unrestrained effect.
An advantage of the layout of facility 100 is that if float modules 400 need being drawn to the shipbuilding yard or in case of emergency be deployed to other place, the layout of facility 100 provides the disassembled simply of these float modules 400 and reinstalled so.
Fig. 4 shows the block diagram according to the offshore fuel storage facility of optional embodiment of the present invention, and this offshore fuel storage facility such as reference number 200 are generally specified.Fig. 5 shows the plan view from above of the offshore fuel storage facility 200 of Fig. 4, and simultaneously Fig. 6 shows the cross-sectional side view of the offshore fuel storage facility 200 of Fig. 4 that X1-X1 along the line obtains.
Continuation is with reference to Fig. 4-6, and facility 200 can comprise backbone formula structure 210, and backbone formula structure 210 is supported on the sea bed 102 and is elevated to the water surface 104 tops.Backbone formula structure 210 also can comprise the platform 212 that supports a plurality of facilities and equipment, and these a plurality of facilities and equipment such as reference number 250 are generally specified.In some embodiments, platform 212 also can be attached to backbone formula structure 210 and be supported on the sea bed 102.Floating digue 140 can be positioned at floating storage module 400 around.One or more harbours 214 of being convenient to one or more boats and ships 118 stops can be connected to platform 212.Facility 200 also comprises a plurality of floating storage modules 400.In this embodiment, all perpendicular to 210 alignment of backbone formula structure, this backbone formula structure 210 is parallel to harbour 214 to float modules 400.Should be understood that other alignment thereof also is possible.
Backbone formula structure 210, platform 212 and harbour 214 can use through example but be not limited to a plurality of formula jackets 220 and be supported on the sea bed 102.Can floating storage module 400 relative to each other laterally be held in place with floating digue 140 through a plurality of mooring posts 222.Mooring post 222 allows float modules 400 relative to each other to move freely in vertical direction with different floating height based on stored product weight because of tidal fluctuations.One or more mooring arms 226 also can be attached to one or more caps 224 that are positioned at mooring post 222 tops with in horizontal direction limiting module 400.A plurality of rubber fenders 228 can be attached to mooring post 222 and mooring arm 226 to absorb when module 400 horizontal force during horizontal motion under wind and unrestrained effect.Be used for a plurality of flexible pipe towers 206 of fuel injection and extraction module 400 can be arranged along backbone formula structure 210 strategicly.
An advantage of the layout of facility 200 is, because it uses shorter backbone formula structure 210, so its production is more cost-effective.If float modules 400 need being drawn to the shipbuilding yard or in case of emergency be deployed to other place, the layout of facility 200 also provides the disassembled simply of these float modules 400 and has reinstalled so.
In some embodiments, backbone formula structure 110,210 and platform 112,212 can be processed by prefabricated reinforced concrete, and prefabricated reinforced concrete is supported by stake formula jacket 120,220 respectively.In optional embodiment, backbone formula structure 110,210 and platform 112,212 can be processed by precast prestressed concrete.Also can use other materials.Backbone formula structure 110,210 is mounted to have enough freeboards, and freeboard is the vertical distance from normal water surface 104 to backbone formula structure 110,210 tops.Should be understood that the freeboard value can change according to the morning and evening tides fluctuation.For example, the freeboard value can change between 1 meter to 6 meters.Should be understood that according to for example possible weather condition, also can use higher or lower freeboard value.The overall dimension of backbone formula structure 110,210 will depend on the width and the quantity of the storage module 400 that forms facility 100,200.Backbone formula structure 110,210 allows vehicles and workman near float modules 400, and float modules 400 can be by the both sides of mooring post 122,222 moorings in the either side of backbone formula structure 110 as shown in Figure 1 or backbone formula structure 210 as shown in Figure 4.Backbone formula structure 110,210 also can be carried from the electric wireline in power plant and from pipeline and other supporting Infrastructure 150,250 of harbour 114,214.
The circumference that floating digue 140 forms around floating storage module 400.Digue 140 is designed to protect facility 100,200 not influenced and ship collision by billow.In some embodiments, digue 140 also can serve as and encloses oil fence to limit flowing of any petrochemicals that overflow.In one embodiment, floating digue 140 can be processed by the prestress precast concrete.Alternatively, digue 140 can be formed from steel.The bilge keel (not shown) can be attached to the base of floating digue 140 possibly impact the rolling that digue 140 causes because of billow to reduce.These floating digue 140 can be through stake formula jacket-mooring post 122,222 for example by mooring.In the operation of facility 100,200, the each several part of floating digue 140 can be disassembled, thereby allows floating storage module 400 to be drawn into (winch) or haul out to be used for maintenance purpose, or to be used for emergency portion and to be deployed to other places to supply with fuel.
For auxiliary facility and the equipment 150,250 that is used to operate floating fuel storage facility 100,200 space is provided based on the platform of stake formula jacket 112,212.Continuation is with reference to Fig. 1-6; Auxiliary facility and equipment 150,250 can comprise; Through example but be not limited to one or more CU common units, such as the nitrogen pot 152 and 252 of pipe blow-through, the one or more fire water boxs 154 and 254, one or more fire pumps of pumping seawater, one or more portable water tank 158 and 258, the one or more product pump that store seawater see off 160 and 260, one or more mechanical type oil extractor 162 and 262, septic tank (not shown), water purification units (not shown), valve group (valve manifold) 164 and 264, heating station (not shown), one or more power plant 166 and 266, gas processing factory (not shown), office, staff quarters and operate required any other CU common unit in big quantity of fluid terminal.Auxiliary facility shown in should be understood that on the figure and equipment 150,250 only provide by way of example.Can comprise many other facilities required on backbone formula structure 110,210 and the platform 112,212.
Facility 100,200 also should have operation department 170,270, in the operation department, can be mounted for operational facilities 100,200 under fully automatic mode based on the system of interoperability conformity specification (ICS).The ICS system can guarantee to make correct product 114,214 to be transferred to correct oil storage module 400 from the specified wharf.The ICS system also can be used to guarantee to make product to be transferred to compatible storage module 400 from an oil storage module 400.This system can guarantee that also all valves are arranged suitably before any pump of startup is with the transfer that petrochemicals are provided.The ICS system also can combine and control field apparatus, the programmable logic controller (PLC) (PLC), variable speed drive system (VSDS), Close Circuit Television (CCTV) server, long range data TIP, long-range display panel, intelligent additional equipment and/or other terminal field apparatus that provide such as radar level gauge, weighbridge equipment, batching controller, electrical motor, pump, packing.
Piled quay 114,214 allows oil carrier 118 visit facilities 100,200 with the loading and unloading petrochemicals.What should be understood that harbour 114,214 can have any needs is configured to adapt to the stop of boats and ships 118 and the loading and unloading of petrochemicals.
Fig. 7 is the decomposition view of an embodiment of floating storage module 400 of a part that forms the facility 100,200 of Fig. 1-6.Floating storage module 400 can comprise external prestress concrete shell 402 and a plurality of beams of concrete grids (beam grid) 404 that are positioned at outer hull 402.Inner prestressed concrete housing 406 can be formed at the top of the beam grid 404 that is positioned at outer hull 402 subsequently.The inner shell 406 and the outer hull 402 of 404 pairs of floating storage modules 400 of beam grid strengthened and inner shell 406 and outer hull 402 combined.In optional embodiment, beams of concrete grid 404 can be replaced by the cement concrete honeycomb.One or more cylinder of steels 408 can be added in the inner shell 406.A plurality of dividing plates 410 can be added in the cylinder of steel 408 to limit a plurality of holding compartments 412.In some embodiments, dividing plate 410 can be steel, cement concrete, steel-concrete composite material or provide sufficient structural rigidity to hold any other material of various liquid.Cover plate 414 is arranged on dividing plate 410 tops, in an example embodiment, can be formed by cement concrete, but be not limited to this material.
The concrete design of compartment 412 shown in Figure 7 only provides by way of example.Compartment 412 in the jar 408 can adopt multiple mode to be configured and to arrange so that required storage volume to be provided.In some embodiments, can adopt concentric arrangement to arrange holding compartment 412, thereby compartment 412 loaded and unloading when putting fuel, make floating storage module 400 keep evenly loading.
Compare steel sheel, concrete shell 402,406 has a plurality of advantages.Concrete structure can be built with low cost.Cement concrete is flameproof and presents good fatigue resistance.Cement concrete is non-corrosive.Concrete shell 402,406 has the vibration of bigger inertia to resist wave motion and to be produced by equipment.Than steel, concrete life is longer and have a lower maintenance cost.
In the embodiment of floating storage module 400 shown in Figure 7, floating storage module 400 can be about 180 meters long, about 80 meters wide, about 14 meters dark.In optional embodiment, the length of floating storage module 400 can change between 120m to 180m, and width changes between 60m to 80m, and the degree of depth changes between 10m to 15m.Should be understood that these sizes only provide by way of example.Consider according to concrete needs, expectation or design, can adopt virtually any size (greater or lesser) to build floating storage module 400.
Use a plurality of these modules 400, facility 100,200 possibly be able to store the fuel of millions of cubic meters.If desired, can come easily to enlarge storage volume through the quantity and the size that increase module 400.Can the longer sides that the bilge keel (not shown) is attached to float modules 400 bottoms be rolled to reduce.Independent floating storage module 400 can have their pumping plant 106,206 and be positioned at the valve group of end face.Cesspool also can be installed with the reception sump oil or by the rainwater of accidental pollution in each module 400.Can the sump oil that receive or the rainwater of pollution be transferred to one or more sludge pans 172,272 through sewage water pump, sewage water pump can be installed in the cesspool place of CU common unit.
In the optional embodiment of facility 100,200, old oil carrier can be used to replace floating storage module 400 to store the bulk petroleum chemical products.Fig. 8 shows this scheme drawing with embodiment 800 of a plurality of oil carriers 802.The combination that should be understood that old oil carrier and floating storage module 400 also can be used to for facility 100,200 storage volume is provided.
Facility 100,200 can be built in open waters and play free-standing facility.In a preferred embodiment, for the ease of the installation of stake formula jacket bearing 120,220, the depth of water should be between 30 meters to 100 meters.Be less than 30 meters dark water and may not adapt to big oil carrier.Make that greater than 100 meters dark water the installation of stake formula jacket bearing is difficult more.
A kind of method of construction facility 100,200 begins from the installation of stake formula jacket bearing 120,220.Subsequently respectively with backbone formula structure 110 and 210, platform 112 and 212 and harbour 114 and 214 be fixed to bearing 120 and 220.The stake formula jacket mooring post system 122,222 that is used for providing to module 400 and digue 140 cross-tie is installed subsequently.Float modules 400 is drawn into and is in place by the towboat guiding subsequently, and float modules 400 can for example be built in contiguous shipbuilding yard simultaneously.The end of mooring arm 126,226 and floating digue 140 can be installed subsequently.But pipe laying, house steward (manifold) and flexible pipe tower subsequently.Can build auxiliary facility 150,250 subsequently.In case carried out sufficient operational testing, but the just operation of starting fluid storage facility 100,200.In a preferred implementation, can facility 100,200 be orientated to face and atry, thereby make the wave force that acts on facility 100 and 200, digue 140 and the module 400 minimum.
Based on ground-surface stocking system, embodiment of the present invention has a plurality of advantages with respect to existing.This facility is extendible and can arranges and need not consider that the related soil of shore facilities utilizes problem with any desired configuration.Because floating storage module can be built, therefore can sooner, more easily build offshore fuel storage facility in the shipbuilding yard.Do not need expensive supporting construction to come to provide support for the weight of petrochemicals.The jar that floating storage module in-to-in separates allows an operator's various petroleum productss of concluding the business.
In the water of the afloat suitable degree of depth, people can use wide air space above sea and come to store cheaply a large amount of fuel by the free buoyancy that seawater provides.Being constructed to product, the facility according to embodiment of the present invention of the storage volume of millions of cubic meters is provided is possible.The offshore of fuel stores inflammable product is transferred to isolated air space above sea from Production Regional, thereby stored fuel and petrochemical complex flue gas are away from residential development and industrial premises.
It will be understood by those skilled in the art that under the situation that does not deviate from the spirit and scope of the present invention, can carry out various variations and/or modification the present invention shown in the specific embodiment.Therefore, to be considered to be schematic and nonrestrictive to the embodiment among this paper in all respects.
Claims (14)
1. free-standing offshore fuel storage facility comprises:
Be supported on the backbone formula structure on the sea bed; And
A plurality of floating storage modules, contiguous said backbone formula structure is by mooring, and each in the said floating storage module can store the liquid of at least a type.
2. storage facility as claimed in claim 1 also comprises the platform that is supported on the said sea bed, and said platform can support a plurality of operational facilities.
3. like the described storage facility of aforementioned each claim, also comprise the floating digue that surrounds said a plurality of floating storage modules fully.
4. like the described storage facility of aforementioned each claim, also comprise being supported at least one harbour that also contiguous said backbone formula structure is positioned on the said sea bed.
5. storage facility as claimed in claim 4, wherein, said backbone formula structure, said platform and said harbour are supported on the said sea bed through stake formula jacket.
6. like the described storage facility of aforementioned each claim, wherein, said backbone formula structure comprises at least one in prefabricated reinforced concrete and the precast prestressed concrete.
7. like the described storage facility of aforementioned each claim; Wherein, The contiguous a plurality of mooring posts of in said a plurality of floating storage module each are positioned; Said mooring post is attached to said sea bed, thereby said floating storage module relative to each other and with respect to said backbone formula structure remains on fixing horizontal position.
8. like the described storage facility of aforementioned each claim; Wherein, In said a plurality of floating storage module at least one comprises external prestress concrete shell, inner prestressed concrete housing, at least one cylinder of steel that is positioned at said inner shell and a plurality of dividing plate, and said a plurality of dividing plates limit a plurality of compartments that are used to store said liquid in said jar.
9. storage facility as claimed in claim 8, wherein, said floating storage module also comprises a plurality of beams of concrete grids that are arranged between said outer hull and the said inner shell.
10. like claim 8 or 9 described storage facilities, wherein, said compartment arranges with the mode of concentric arrangement, thereby in filling with unload when putting fuel, said floating storage module can keep even loading.
11. like each described storage facility among the claim 8-10, wherein, said dividing plate comprises the material that is selected from steel, cement concrete and steel-concrete composite material.
12. like the described storage facility of aforementioned each claim, wherein, at least one in the said floating storage module comprises oil carrier.
13. like the described storage facility of aforementioned each claim, wherein, the depth of water from said sea bed to the said water surface is less than 100 meters.
14. like the described storage facility of aforementioned each claim, wherein, said liquid is at least a liquid that is selected from fuel, petroleum products, petrochemicals, liquefied natural gas and water.
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| PCT/SG2008/000138 WO2009131543A1 (en) | 2008-04-25 | 2008-04-25 | Offshore fuel storage facility |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102307780A true CN102307780A (en) | 2012-01-04 |
Family
ID=41217072
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2008801300858A Pending CN102307780A (en) | 2008-04-25 | 2008-04-25 | Offshore fuel storage facility |
Country Status (3)
| Country | Link |
|---|---|
| JP (1) | JP2011521818A (en) |
| CN (1) | CN102307780A (en) |
| WO (1) | WO2009131543A1 (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2014047926A1 (en) * | 2012-09-29 | 2014-04-03 | Wu Zhirong | Offshore liquid depot |
| CN107061987A (en) * | 2017-05-31 | 2017-08-18 | 中海石油(中国)有限公司 | A kind of portable LNG receiving stations storage filling platform |
| CN108884647A (en) * | 2016-04-01 | 2018-11-23 | 胜科海事综合船厂私人有限公司 | Sea bed base structure and the method installed for sea bed base structure |
| CN109340566A (en) * | 2018-11-15 | 2019-02-15 | 上海宏华海洋油气装备有限公司 | Marine liquefied natural gas storage platform system |
| CN115162262A (en) * | 2022-06-30 | 2022-10-11 | 中国交通建设股份有限公司 | Offshore oil storage device and offshore oil storage system |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101018741B1 (en) * | 2010-12-30 | 2011-03-04 | 삼성물산 주식회사 | The facilities for offshore lng floating storage with jetty regasification unit |
| AR109872A1 (en) * | 2016-10-27 | 2019-01-30 | Gravifloat As | PORT PLANT AND METHOD TO FUND A FLOATING BODY ON A PORT PLANT |
| CN113247196A (en) * | 2021-06-10 | 2021-08-13 | 北京丰润铭科贸有限责任公司 | Large-scale formula marine floating oil tank of inserting of piecing together |
| WO2023244181A1 (en) * | 2022-06-17 | 2023-12-21 | Twenty20 Energy Systems Pte Ltd | Lng storage barge with shallow draught |
Family Cites Families (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS52150809A (en) * | 1976-06-10 | 1977-12-14 | Mitsubishi Heavy Ind Ltd | Retroleum base on sea |
| JPS5342432A (en) * | 1976-09-29 | 1978-04-17 | Arata Gijiyutsu Sangiyou Kk | Multipurpose marine accessory structure |
| JPS5854205B2 (en) * | 1977-12-23 | 1983-12-03 | 日立造船株式会社 | Offshore storage base for flammable liquids |
| JPS5913606B2 (en) * | 1979-02-22 | 1984-03-30 | 日立造船株式会社 | Tank yard for offshore storage of flammable liquids |
| JPS5632279A (en) * | 1979-08-10 | 1981-04-01 | Nippon Kokan Kk | Storing device for marine petroleum |
| JPS60195293U (en) * | 1984-06-06 | 1985-12-26 | 石川島播磨重工業株式会社 | Barge used as low temperature liquefied gas storage tank |
| JPS6198881A (en) | 1984-10-19 | 1986-05-17 | 大成建設株式会社 | Arrangement of storage tank |
| JPS62194595U (en) * | 1986-05-30 | 1987-12-10 | ||
| BR8606465A (en) * | 1986-12-29 | 1988-07-12 | Petroleo Brasileiro Sa | PORTO OCEANICO |
| GB9314018D0 (en) * | 1993-07-07 | 1993-08-18 | Kvaerner Earl & Wright | Oil storage tank |
| JP3849731B2 (en) | 1997-07-23 | 2006-11-22 | 石川島播磨重工業株式会社 | Construction method of maritime base |
| JP2001182032A (en) * | 1999-12-22 | 2001-07-03 | Mitsubishi Heavy Ind Ltd | Floating box body |
| WO2005043032A1 (en) * | 2003-10-29 | 2005-05-12 | Shell Internationale Research Maatschappij B.V. | Unloading equipment systems for liquefied natural gas storage structure |
| WO2007093842A1 (en) * | 2005-04-18 | 2007-08-23 | Compass Energy Pte Ltd | Offshore bottom supported platform with reduced buoyancy |
| FR2894646B1 (en) * | 2005-12-14 | 2008-02-29 | Doris Engineering | TERMINAL FOR LIQUEFIED NATURAL GAS OR LIQUEFIED PETROLEUM GAS, AND METHOD FOR CONSTRUCTING SUCH TERMINAL |
-
2008
- 2008-04-25 CN CN2008801300858A patent/CN102307780A/en active Pending
- 2008-04-25 WO PCT/SG2008/000138 patent/WO2009131543A1/en active Application Filing
- 2008-04-25 JP JP2011506234A patent/JP2011521818A/en active Pending
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2014047926A1 (en) * | 2012-09-29 | 2014-04-03 | Wu Zhirong | Offshore liquid depot |
| CN108884647A (en) * | 2016-04-01 | 2018-11-23 | 胜科海事综合船厂私人有限公司 | Sea bed base structure and the method installed for sea bed base structure |
| CN108884647B (en) * | 2016-04-01 | 2020-11-03 | 胜科海事综合船厂私人有限公司 | Shallow water base structure and method for installing a shallow water base structure |
| CN107061987A (en) * | 2017-05-31 | 2017-08-18 | 中海石油(中国)有限公司 | A kind of portable LNG receiving stations storage filling platform |
| CN109340566A (en) * | 2018-11-15 | 2019-02-15 | 上海宏华海洋油气装备有限公司 | Marine liquefied natural gas storage platform system |
| CN115162262A (en) * | 2022-06-30 | 2022-10-11 | 中国交通建设股份有限公司 | Offshore oil storage device and offshore oil storage system |
Also Published As
| Publication number | Publication date |
|---|---|
| WO2009131543A1 (en) | 2009-10-29 |
| JP2011521818A (en) | 2011-07-28 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102307780A (en) | Offshore fuel storage facility | |
| KR101449691B1 (en) | Offshore platform using guide pile and method of installing the same | |
| JP6550128B2 (en) | Submarine terminal for maritime activities | |
| CN106103985B (en) | Marine thermal energy conversion system mounted on ship | |
| EP3436640B1 (en) | Seabed base structure and method for installation of same | |
| CN102242864A (en) | Liquefied natural gas (LNG) receiving system and treatment method | |
| CN203475911U (en) | Maritime liquid repository | |
| CN110588907B (en) | Bottom-sitting type nuclear power generation platform | |
| RU2312185C1 (en) | Marine complex for in-situ hydrocarbon fuel production of oil and gas condensate (variants) | |
| CN101666080A (en) | Removable concrete artificial islands | |
| GB2253813A (en) | Production buoy | |
| CN201390369Y (en) | Moored barge with three positioning piles of jetty floating pier | |
| CN110565580A (en) | Floating island type wharf built by floating platform | |
| WO2005043034A1 (en) | Vaporizing systems for liquified natural gas storage and receiving structures | |
| CN215436842U (en) | Novel floating oil storage ship with wharf | |
| KR20180051852A (en) | Fixed LNG Production, Storage, and Offloading Unit for Nearshore | |
| WO2009005474A1 (en) | Floating offshore bunker supply base | |
| CN118103567A (en) | Integrated production complex based on gravity structure (GBS) | |
| WO2005045143A2 (en) | Water intake systems for structures | |
| KR20170128839A (en) | Prompt Port Facility | |
| WO2005045307A1 (en) | Liquefied natural gas storage structure having direct mooring for carriers | |
| WO2023244134A1 (en) | Offshore production facility for producing, treating and refining raw gas | |
| KR102044262B1 (en) | Dock structure of barge plant | |
| EP0038832A1 (en) | A marine structure | |
| CN113002717A (en) | Novel floating oil storage ship with wharf |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20120104 |