CN201593181U - Self-lifting offshore wind power set mounting platform - Google Patents
Self-lifting offshore wind power set mounting platform Download PDFInfo
- Publication number
- CN201593181U CN201593181U CN2009201010912U CN200920101091U CN201593181U CN 201593181 U CN201593181 U CN 201593181U CN 2009201010912 U CN2009201010912 U CN 2009201010912U CN 200920101091 U CN200920101091 U CN 200920101091U CN 201593181 U CN201593181 U CN 201593181U
- Authority
- CN
- China
- Prior art keywords
- platform
- offshore wind
- wind farm
- spud leg
- lift type
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
- E02B17/02—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor placed by lowering the supporting construction to the bottom, e.g. with subsequent fixing thereto
- E02B17/021—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor placed by lowering the supporting construction to the bottom, e.g. with subsequent fixing thereto with relative movement between supporting construction and platform
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
- E02B17/04—Equipment specially adapted for raising, lowering, or immobilising the working platform relative to the supporting construction
- E02B17/08—Equipment specially adapted for raising, lowering, or immobilising the working platform relative to the supporting construction for raising or lowering
- E02B17/0818—Equipment specially adapted for raising, lowering, or immobilising the working platform relative to the supporting construction for raising or lowering with racks actuated by pinions
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Wind Motors (AREA)
Abstract
The utility model discloses a self-lifting offshore wind power set mounting platform which relates to a wind power set mounting platform and mainly consists of a platform body, pile shoes, pile legs, a lifting gear, a gear rack lifting system, a superstructure, a hoist, a seawater hoisting frame, a ballast tank room, a device for mounting blower clamp and a power device; wherein the hoist is arranged at the position of the starboard of a stern near the pile legs; lazy arms face to a bow; four anchor gears are symmetrically arranged on the surrounding of corresponding pile legs; the hoisting distance of the hoist is required to be 20m; therefore, the hoist is arranged near the edge of the platform so as to reduce the requirement on the hoist. The self-lifting offshore wind power set mounting platform has the advantages of being capable of properly reducing the redundant area of the board of the platform and the principal dimension of the platform, reduce the weight of the platform and the cost of the platform, and can guarantee the high effect of working after the mounting work is reasonably arranged.
Description
Technical field
The present invention relates to a kind of wind-powered electricity generation unit mounting platform, be specifically related to a kind of self lift type offshore wind farm unit mounting platform.
Background technology
At present, the development of the marine wind electric field of China is at the early-stage, and in the process of construction of wind energy turbine set, the installation of blower fan occupies critical role, and the existing method of China mainly is to utilize large-scale crane ship or boats and ships are reequiped, and finishes the installation work of blower fan.Though can finish the installation task like this, exist following deficiency:
1, the crane ship of integral installation must be a large ship.
2, elevating capacity wants enough big.
3, the desired lifting of integral installation highly must be greater than the height of blower fan integral body.Here mainly refer to bracing frame and cabin altitude and;
4, to vessel stability require high, restricted to operating water depth, operating environment is all required very high.
Summary of the invention
For solving the problems of the technologies described above, the present invention aims to provide a kind of self lift type offshore wind farm unit mounting platform, and being used for remedying conventional method needs large ship that the starting ship is installed, and elevating capacity requires big, and is high to the vessel stability requirement, to the conditional shortcoming of operating water depth.
The technical scheme that the utility model solves the problems of the technologies described above is: a kind of self lift type offshore wind farm machine group platform, mainly form by main platform body, shoe, spud leg, lifting gear, rack-and-pinion jacking system, superstructure, crane, seawater hoisting frame, ballast compartment, installation blower fan chuck apparatus and power-equipment; Wherein, crane is arranged in the position of stern starboard near spud leg, and arm is towards stem; Windlass has four, and correspondence is arranged on around the corresponding spud leg, and it is 20m that crane requires the lifting distance, so as far as possible close platform edges is to reduce the crane requirement.
The overall total length of platform described in the utility model is: 50.0m; Molded breadth: 30.0m; Moldeed depth: 4.0m; Light draft: 2.1m.Described power-equipment is a generating set.
Spud leg described in the utility model adopts cylindrical housings, the spud leg external diameter is 2-4m, it mainly acts on is under the platform duty, bear main platform body and weight of equipment, and external environment condition load and the various moment of flexure effects that cause thereof, and match with the rack-and-pinion jacking system, the lifting main body is so that adapt to the operating water depth requirement.Cylindrical spud leg is a case type hollow steel tubulation, is provided with stringers and horizontal terraced reinforcement in the hollow steel tubulation, is used for increasing the intensity of spud leg, guarantees that it can not produce moderate finite deformation, the perhaps damage of structure under high capacity and high moment of flexure situation.The welding of tooth bar and spud leg is by tooth bar seat board transition welding, and welding procedure and make the required precision height has guaranteed the quality of spud leg.
" shoe " described in the utility model structure adopts pyramidal structure, and the cross sectional shape of its horizontal direction is an octagon, and its loading characteristic profile type is similar to rhombus, is the body structure of watertight; The shoe internal construction is 16 road radiant panels, makes the active force between shoe and the spud leg can good communication like this, and the weldability requirement that perforate can guarantee shoe is set on the radiant panel.
The utility model adopts the rack-and-pinion jacking system, described rack-and-pinion jacking system, its structure is in the cylindrical spud leg both sides of platform correspondence two toothed rack to be set, gear-box that has pinion of every toothed rack configuration, pinion quantity is determined according to desired jacking capacity of platform and platform general requirement.Power passes to the pinion that meshes with tooth bar then by motor driven wheel reduction box, thereby drives the lifting of platform.
Platform of the present utility model central authorities reserve enough big deck space, the material of required usefulness when depositing lifting fan.It is 20m that crane requires the lifting distance, and as far as possible near platform edges, in order to reduce the crane requirement.In order to guarantee the damaged stability of boats and ships, also, make things convenient for the installation and operation of other equipment for to reserving bigger storage area on the ship, so ballast compartment is arranged in around the platform, have 15 ballast compartment, 2 fresh-water tank and 1 empty cabin.
Superstructure described in the utility model is arranged in bow larboard position, and spud leg encloses the well region rear portion, with crane on a diagonal.It is four layers that superstructure is divided into from top to bottom.The superiors' castle is island and control room, and the second layer is rest room, Medical Treatment Room.The 3rd layer comprises crewman habitat and recreation zone.Orlop is the cabin, is divided into two parts, places main generator and emergency generator respectively.Near the stem zone, be provided with a bigger wooden deck in the middle of the deck, be used for placing fan part temporarily.The deck afterbody has bigger clearance spaces, can be used as the storing zone, helps movable equipment and carries out work.
The utility model crane is arranged in the position of stern starboard near spud leg, and arm is towards stem.The corresponding respectively front portion that is arranged in windlass of winch is near deck center line one side; Main generator is in the undermost Dynamo Room of superstructure, and emergency generator room is adjacent at the power house rear portion.
Advantage of the present utility model is, can suitably reduce the vacant area of Platform Deck, and the principal dimensions of platform, reduces platform weight, reduces the cost of platform; After installation work is reasonably arranged, can guarantee the high efficiency of work.
Description of drawings
Fig. 1: self lift type offshore wind farm unit mounting platform overall structure schematic diagram;
Fig. 2: self lift type offshore wind farm unit mounting platform vertical view.
The specific embodiment
In conjunction with the accompanying drawings 1～2 and embodiment the utility model is described further, a kind of self lift type offshore wind farm unit mainly is made up of main platform body 1, shoe 2, spud leg 3, lifting gear 4, rack-and-pinion jacking system 5, superstructure 6, crane 7, seawater hoisting frame 8, power cabin 9; Wherein, crane
Be arranged in the position of stern starboard, arm near spud leg 3
Towards stem; It is characterized in that also comprising installation blower fan chuck apparatus
Windlass described in the utility model is provided with four at least, described spud leg 3 adopts cylindrical housings, spud leg 3 external diameters are 2-4m, it mainly acts on is under the platform duty, bear main platform body 1 and weight of equipment, and external environment condition load and the various moment of flexure effects that cause thereof, and match with rack-and-pinion jacking system 5, the lifting main body is so that adapt to the operating water depth requirement.Cylindrical spud leg 3 is a case type hollow steel tubulation, is provided with stringers and horizontal terraced reinforcement in the hollow steel tubulation, is used for increasing the intensity of spud leg, guarantees that it can not produce moderate finite deformation, the perhaps damage of structure under high capacity and high moment of flexure situation.The welding of tooth bar and spud leg 3 is by tooth bar seat board transition welding, and welding procedure and make the required precision height has guaranteed the quality of spud leg.
" shoe " described in the utility model structure adopts pyramidal structure, and the cross sectional shape of its horizontal direction is an octagon, and its loading characteristic profile type is similar to rhombus, is the body structure of watertight; Shoe 2 internal constructions are 16 road radiant panels, make the active force between shoe 2 and the spud leg 3 can good communication like this, and the weldability requirement that perforate can guarantee shoe is set on the radiant panel.
The utility model adopts rack-and-pinion jacking system 5, described rack-and-pinion jacking system 5, its structure is that the cylindrical spud leg 3 both sides correspondences at platform are provided with two toothed rack, gear-box that has pinion of every toothed rack configuration, pinion quantity is determined according to desired jacking capacity of platform and platform general requirement.Power passes to the pinion that meshes with tooth bar then by motor driven wheel reduction box, thereby drives the lifting of platform.
Platform of the present utility model central authorities reserve enough big deck space, the material of required usefulness when depositing lifting fan.It is 20m that crane requires the lifting distance, and as far as possible near platform edges, in order to reduce the crane requirement.In order to guarantee the damaged stability of boats and ships, also, make things convenient for the installation and operation of other equipment for to reserving bigger storage area on the ship, so ballast compartment is arranged in around the platform, have 15 ballast compartment, 2 fresh-water tank and 1 empty cabin.
Superstructure described in the utility model is arranged in bow larboard position, and spud leg 3 encloses the well region rear portion, with crane on a diagonal.It is four layers that superstructure 6 is divided into from top to bottom.The superiors' castle is island and control room, and the second layer is rest room, Medical Treatment Room.The 3rd layer comprises crewman habitat and recreation zone.Orlop is the cabin, is divided into two parts, places main generator and emergency generator respectively.Near the stem zone, be provided with a bigger wooden deck in the middle of the deck, be used for placing fan part temporarily.The deck afterbody has bigger clearance spaces, can be used as the storing zone, helps movable equipment and carries out work.
The utility model crane is arranged in the position of stern starboard near spud leg 3, and arm is towards stem.The corresponding respectively front portion that is arranged in windlass of winch is near deck center line one side; Main generator is in the undermost Dynamo Room of superstructure, and emergency generator room is adjacent at the power house rear portion.
Platform total length described in the utility model is: 50.0m; Molded breadth: 30.0m; Moldeed depth: 4.0m; Light draft: 2.1m.
The advantage of this scheme is, can suitably reduce the vacant area of Platform Deck, and the principal dimensions of platform, reduces platform weight, reduces the cost of platform; After installation work is reasonably arranged, can guarantee the high efficiency of work.
Above embodiment is only for the usefulness that the utility model is described; but not to restriction of the present utility model; those skilled in the art; under the situation that does not break away from spirit of the present utility model and scope; the technical scheme of making various equivalents or variation belongs to protection category of the present utility model, by every claim restriction.
Claims (9)
1. a self lift type offshore wind farm machine group platform mainly is made up of main platform body, shoe, spud leg, lifting gear, rack-and-pinion jacking system, superstructure, crane, seawater hoisting frame, ballast compartment, installation blower fan chuck apparatus and power-equipment; It is characterized in that crane is arranged in the position of stern starboard near spud leg, arm is towards stem; Windlass has four, and correspondence is arranged on around the corresponding spud leg, and it is 20m that crane requires the lifting distance.
2. a kind of self lift type offshore wind farm machine group platform according to claim 1 is characterized in that described main platform body length is: 50.0m; Molded breadth: 30.0m; Moldeed depth: 4.0m; Drinking water: 2.1m.
3. a kind of self lift type offshore wind farm machine group platform according to claim 1 is characterized in that described power-equipment is a generating set.
4. a kind of self lift type offshore wind farm machine group platform according to claim 1, it is cylindrical to it is characterized in that described spud leg adopts.
5. a kind of self lift type offshore wind farm machine group platform according to claim 1 is characterized in that described shoe employing pyramidal structure, and the cross sectional shape of its horizontal direction is an octagon.
6. a kind of self lift type offshore wind farm machine group platform according to claim 5 is characterized in that described shoe internal construction is 16 road radiant panels.
7. a kind of self lift type offshore wind farm machine group platform according to claim 1, its feature is in the cylindrical spud leg both sides of platform correspondence two toothed rack to be set in the structure of described rack-and-pinion jacking system, gear-box that has pinion of every toothed rack configuration.
8. a kind of self lift type offshore wind farm machine group platform according to claim 1, its feature is arranged in bow larboard position in described superstructure, spud leg encloses the well region rear portion, with crane on a diagonal, it is four layers that superstructure is divided into from top to bottom.
9. a kind of self lift type offshore wind farm machine group platform according to claim 1, its feature is arranged in the position of stern starboard near spud leg at described crane, and arm is towards stem.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009201010912U CN201593181U (en) | 2009-10-16 | 2009-10-16 | Self-lifting offshore wind power set mounting platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009201010912U CN201593181U (en) | 2009-10-16 | 2009-10-16 | Self-lifting offshore wind power set mounting platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201593181U true CN201593181U (en) | 2010-09-29 |
Family
ID=42775248
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009201010912U Expired - Lifetime CN201593181U (en) | 2009-10-16 | 2009-10-16 | Self-lifting offshore wind power set mounting platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201593181U (en) |
Cited By (22)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102011714A (en) * | 2010-10-08 | 2011-04-13 | 中交第一航务工程局有限公司 | Construction method and equipment for integrally mounting offshore wind generating set |
| CN102357783A (en) * | 2011-10-11 | 2012-02-22 | 南通润邦海洋工程装备有限公司 | Manufacturing process of pile shoe of wind power installation vessel |
| CN102587340A (en) * | 2011-01-14 | 2012-07-18 | 中国国际海运集装箱(集团)股份有限公司 | Installation platform of bottom-supported fan and method for installing fan equipment |
| CN102672460A (en) * | 2011-07-14 | 2012-09-19 | 华锐风电科技(江苏)有限公司 | Whole machine mounting device for wind turbine |
| CN102704452A (en) * | 2012-07-05 | 2012-10-03 | 南通中远船务工程有限公司 | Ultra-large self-elevating wind turbine installation vessel with multi-type pile legs and design method thereof |
| CN102720197A (en) * | 2012-07-05 | 2012-10-10 | 南通中远船务工程有限公司 | Method for hoisting pile legs of self-elevating wind turbine installation vessel in turn-over way |
| CN103103972A (en) * | 2013-02-05 | 2013-05-15 | 广州中国科学院工业技术研究院 | Prefabricate type nautical fixed platform and installing method |
| CN103183109A (en) * | 2011-12-30 | 2013-07-03 | 上海振华重工(集团)股份有限公司 | Ocean wind power mounting platform |
| CN103407553A (en) * | 2013-08-20 | 2013-11-27 | 南通中新钢构重工有限公司 | Pile leg of windmill installation vessel |
| CN103661804A (en) * | 2014-01-08 | 2014-03-26 | 中船重工船舶设计研究中心有限公司 | Modular trunk applied to wind power boat and installation method for modular trunk |
| CN103787208A (en) * | 2014-01-17 | 2014-05-14 | 上海佳豪船舶工程设计股份有限公司 | Truss crane for self-elevating work platform |
| CN104652394A (en) * | 2015-01-23 | 2015-05-27 | 大连慧昌海洋工程技术有限公司 | Novel multifunctional work platform at shallow sea |
| CN104711963A (en) * | 2013-12-17 | 2015-06-17 | 邹健 | Petroleum well working table |
| CN104930000A (en) * | 2015-05-22 | 2015-09-23 | 南通中远船务工程有限公司 | High-accuracy hydraulic synchronous lifting control system of wind installation vessel |
| CN107107993A (en) * | 2014-10-27 | 2017-08-29 | 裕廊船厂有限公司 | Buoyancy structure |
| CN107249978A (en) * | 2015-02-24 | 2017-10-13 | 裕廊船厂有限公司 | Using can floating offshore warehouse method |
| WO2018176916A1 (en) * | 2017-03-31 | 2018-10-04 | 华南理工大学 | Self-elevating off-shore leisure resort platform |
| CN109279516A (en) * | 2018-10-26 | 2019-01-29 | 中船黄埔文冲船舶有限公司 | A kind of novel bottom-sitting type wind power platform |
| CN109477457A (en) * | 2016-06-23 | 2019-03-15 | 乌本产权有限公司 | For setting up the method for wind energy plant and the lift beam of the rotor blade for installing wind energy plant |
| CN110053729A (en) * | 2018-01-18 | 2019-07-26 | 中集海洋工程研究院有限公司 | Novel platform |
| CN112591632A (en) * | 2017-05-12 | 2021-04-02 | 伊特里克公司 | Lifting crane for use on an offshore vessel and method of operation |
| JP2022524224A (en) * | 2019-04-01 | 2022-04-28 | フェニックス トゥ アー／エス | A method for securing and transferring cargo between a ship and offshore equipment, and equipment for that purpose. |
-
2009
- 2009-10-16 CN CN2009201010912U patent/CN201593181U/en not_active Expired - Lifetime
Cited By (35)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102011714B (en) * | 2010-10-08 | 2012-11-14 | 中交第一航务工程局有限公司 | Construction method and equipment for integrally mounting offshore wind generating set |
| CN102011714A (en) * | 2010-10-08 | 2011-04-13 | 中交第一航务工程局有限公司 | Construction method and equipment for integrally mounting offshore wind generating set |
| CN102587340A (en) * | 2011-01-14 | 2012-07-18 | 中国国际海运集装箱(集团)股份有限公司 | Installation platform of bottom-supported fan and method for installing fan equipment |
| CN102672460A (en) * | 2011-07-14 | 2012-09-19 | 华锐风电科技(江苏)有限公司 | Whole machine mounting device for wind turbine |
| CN102357783A (en) * | 2011-10-11 | 2012-02-22 | 南通润邦海洋工程装备有限公司 | Manufacturing process of pile shoe of wind power installation vessel |
| CN102357783B (en) * | 2011-10-11 | 2013-09-18 | 南通润邦海洋工程装备有限公司 | Manufacturing process of pile shoe of wind power installation vessel |
| CN103183109A (en) * | 2011-12-30 | 2013-07-03 | 上海振华重工(集团)股份有限公司 | Ocean wind power mounting platform |
| CN102704452B (en) * | 2012-07-05 | 2014-07-02 | 南通中远船务工程有限公司 | Ultra-large self-elevating wind turbine installation vessel with multi-type pile legs and design method thereof |
| CN102704452A (en) * | 2012-07-05 | 2012-10-03 | 南通中远船务工程有限公司 | Ultra-large self-elevating wind turbine installation vessel with multi-type pile legs and design method thereof |
| CN102720197A (en) * | 2012-07-05 | 2012-10-10 | 南通中远船务工程有限公司 | Method for hoisting pile legs of self-elevating wind turbine installation vessel in turn-over way |
| CN102720197B (en) * | 2012-07-05 | 2014-07-02 | 南通中远船务工程有限公司 | Method for hoisting pile legs of self-elevating wind turbine installation vessel in turn-over way |
| CN103103972B (en) * | 2013-02-05 | 2015-04-22 | 广州中国科学院工业技术研究院 | Prefabricate type nautical fixed platform and installing method |
| WO2014121684A1 (en) * | 2013-02-05 | 2014-08-14 | 广州中国科学院工业技术研究院 | Pre-formed marine fixed platform and method of installation |
| CN103103972A (en) * | 2013-02-05 | 2013-05-15 | 广州中国科学院工业技术研究院 | Prefabricate type nautical fixed platform and installing method |
| CN103407553A (en) * | 2013-08-20 | 2013-11-27 | 南通中新钢构重工有限公司 | Pile leg of windmill installation vessel |
| CN104711963A (en) * | 2013-12-17 | 2015-06-17 | 邹健 | Petroleum well working table |
| CN103661804A (en) * | 2014-01-08 | 2014-03-26 | 中船重工船舶设计研究中心有限公司 | Modular trunk applied to wind power boat and installation method for modular trunk |
| CN103787208A (en) * | 2014-01-17 | 2014-05-14 | 上海佳豪船舶工程设计股份有限公司 | Truss crane for self-elevating work platform |
| CN107107993B (en) * | 2014-10-27 | 2020-05-08 | 裕廊船厂有限公司 | Buoyancy structure |
| CN107107993A (en) * | 2014-10-27 | 2017-08-29 | 裕廊船厂有限公司 | Buoyancy structure |
| CN104652394A (en) * | 2015-01-23 | 2015-05-27 | 大连慧昌海洋工程技术有限公司 | Novel multifunctional work platform at shallow sea |
| CN104652394B (en) * | 2015-01-23 | 2016-03-02 | 辽宁森淼海洋工程装备有限公司 | A kind of Multifunction shallow sea job platform |
| CN107249978A (en) * | 2015-02-24 | 2017-10-13 | 裕廊船厂有限公司 | Using can floating offshore warehouse method |
| CN107249978B (en) * | 2015-02-24 | 2020-03-13 | 裕廊船厂有限公司 | Method of using floatable offshore storage |
| CN104930000A (en) * | 2015-05-22 | 2015-09-23 | 南通中远船务工程有限公司 | High-accuracy hydraulic synchronous lifting control system of wind installation vessel |
| CN109477457A (en) * | 2016-06-23 | 2019-03-15 | 乌本产权有限公司 | For setting up the method for wind energy plant and the lift beam of the rotor blade for installing wind energy plant |
| US10823149B2 (en) | 2016-06-23 | 2020-11-03 | Wobben Properties Gmbh | Method for erecting a wind turbine and lifting beam for mounting a rotor blade of a wind turbine |
| WO2018176916A1 (en) * | 2017-03-31 | 2018-10-04 | 华南理工大学 | Self-elevating off-shore leisure resort platform |
| CN112591632A (en) * | 2017-05-12 | 2021-04-02 | 伊特里克公司 | Lifting crane for use on an offshore vessel and method of operation |
| CN112591632B (en) * | 2017-05-12 | 2023-06-13 | 伊特里克公司 | Lift crane for use on an offshore vessel and method of operation |
| CN110053729A (en) * | 2018-01-18 | 2019-07-26 | 中集海洋工程研究院有限公司 | Novel platform |
| CN110053729B (en) * | 2018-01-18 | 2023-12-29 | 中集海洋工程研究院有限公司 | Novel device platform |
| CN109279516A (en) * | 2018-10-26 | 2019-01-29 | 中船黄埔文冲船舶有限公司 | A kind of novel bottom-sitting type wind power platform |
| JP2022524224A (en) * | 2019-04-01 | 2022-04-28 | フェニックス トゥ アー／エス | A method for securing and transferring cargo between a ship and offshore equipment, and equipment for that purpose. |
| JP7126627B2 (en) | 2019-04-01 | 2022-08-26 | フェニックス トゥ アー／エス | Method and apparatus for securing and transferring cargo between ships and offshore facilities |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201593181U (en) | Self-lifting offshore wind power set mounting platform | |
| US9061744B2 (en) | Working system for floating structure, floating structure, working ship, and working method for floating structure | |
| CN103523183B (en) | Power supply platform on removable half submerged floating Multifunction fishing | |
| WO2012175091A1 (en) | A self-propelled offshore wind farm installation vessel, and method of installation used in the construction of an offshore wind turbine farm | |
| CN107850037A (en) | The system and method changed and generated electricity for tide energy | |
| JPWO2014083684A1 (en) | Floating wind power generator and method of conveying parts of the device | |
| CN102079477A (en) | Fan holding and lifting device and mobile overwater operation platform | |
| KR101401985B1 (en) | Floating crane with jack-up system for floating structure | |
| CN205044921U (en) | Multi -functional marine construction is from peaceful platform | |
| JP2007263077A (en) | Marine wind power generating equipment | |
| CN105752282A (en) | Self-elevating wind power generation work boat | |
| CN102704452A (en) | Ultra-large self-elevating wind turbine installation vessel with multi-type pile legs and design method thereof | |
| CN201534603U (en) | Catamaran of sea engineering | |
| CN103256170B (en) | Floating-barrel type tidal current energy generating device | |
| CN109208596A (en) | One word of one kind turns over technique | |
| AU2021258901A1 (en) | A self-propelled floating structure and method of construction | |
| CN207987950U (en) | Four floating drum buoyancy tank foundation structures on a kind of combined type sea | |
| CN216554214U (en) | Self-elevating wind power installation marine installation platform | |
| CN108163152A (en) | Jack up Wind turbines mounting platform | |
| CN101402393A (en) | Special operation platform for mounting wind-driven generator | |
| CN207791078U (en) | For reservoir or the floating support dismounting structure of the wind turbine in lake | |
| CN108757332A (en) | A kind of semi-submerged offshore platform electricity generation system of photovoltaic and wind turbine cogeneration | |
| CN203410602U (en) | Maritime ship repair platform | |
| CN218175790U (en) | A plug stake elevating system for semi-submerged sit end platform | |
| CN202987472U (en) | Truss type offshore wind turbine mounting barge capable of sitting on bottom |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: HANGZHOU OPR MARINE ENGINEERING CO., LTD. Free format text: FORMER OWNER: WUSHUN LINCHUAN OFFSHORE PIPELINES + RISERS INC. Effective date: 20120507 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 344000 FUZHOU, JIANGXI PROVINCE TO: 311121 HANGZHOU, ZHEJIANG PROVINCE |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20120507 Address after: Yuhang District, Hangzhou City, Zhejiang Province, 311121 West No. 1500 Co-patentee after: China Institute of water resources and Hydropower Research Patentee after: Hangzhou OPY Ocean Engineering Co.,Ltd. Address before: 344000 Liancheng street, Liancheng District, Linchuan District, Jiangxi, Fuzhou Co-patentee before: China Institute of water resources and Hydropower Research Patentee before: Fuzhou Linchuan Baiyong Marine Engineering Co.,Ltd. |
|
| DD01 | Delivery of document by public notice |
Addressee: Hangzhou OPY Ocean Engineering Co.,Ltd. Document name: Notification to Pay the Fees |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20100929 |