CN202492833U - Double-platform offshore booster station - Google Patents
Double-platform offshore booster station Download PDFInfo
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- CN202492833U CN202492833U CN2012201282603U CN201220128260U CN202492833U CN 202492833 U CN202492833 U CN 202492833U CN 2012201282603 U CN2012201282603 U CN 2012201282603U CN 201220128260 U CN201220128260 U CN 201220128260U CN 202492833 U CN202492833 U CN 202492833U
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Abstract
The utility model discloses a double-platform offshore booster station which comprises a foundation part and platform parts. The foundation part is fixed on a seabed, and the platform parts are arranged above the foundation part and fixedly connected with the foundation part. The platform parts comprise at least two platforms. The double-platform offshore booster station is provided with two mutually independent platforms, each platform is provided with a main transformer and other supporting equipment, and the two sets of equipment do not disturb each other. At the same time, the two platforms share one foundation part, and therefore construction working quantity is reduced, area of occupied ocean is also reduced and the double-platform offshore booster station is favorable for environment protection.
Description
Technical field
The utility model relates to the power technology field, especially a kind of pair of marine booster stations of platform.
Background technology
Along with the development of energy industry, wind-powered electricity generation obtains increasing attention as new forms of energy, and under the deficient situation of land resources, wind energy turbine set steps land and moves towards the inexorable trend that the ocean is the wind-powered electricity generation development.When wind energy turbine set offshore distance is far away, adopt the low-voltage loss that transmits electric power bigger.Marine booster stations compile the electric energy of each blower fan and are transported to land collection control center after boosting, and reduce power consumption, increase economic efficiency.
According to the size of wind energy turbine set capacity, one or two main transformers of marine booster stations layout and corollary equipment thereof.Marine booster stations in the large-scale marine wind electric field need satisfy the arrangement requirement of two main transformers and corollary equipment thereof, satisfy the construction operation time and the number of times of trying one's best few.Satisfy the convenience of operation, maintenance, satisfy the standardized designs of marine booster stations.But, when two main transformers and corollary equipment thereof are set on the same platform, the phenomenon of phase mutual interference can take place, the increase of operation risk property; If build two marine booster stations according to the quantity of main transformer, certainly will can increase construction working again, enlarge long-pending and cause bigger environmental disruption with the sea.
Summary of the invention
The purpose of the utility model provides the marine booster stations of a kind of pair of platform, and it can overcome the deficiency of prior art, satisfies the arrangement requirement of two main transformers and corollary equipment thereof, reduces the risk of operation.
The utility model is achieved in that
A kind of pair of marine booster stations of platform; It includes: foundation and terrace part, and said foundation is fixed in the seabed, and said terrace part is located at the top of said foundation; And being connected fixingly with said foundation, said terrace part comprises at least two platforms.
Present embodiment preferably, said foundation is jacket basis, its top is higher than the sea level.
Present embodiment preferably, said foundation is a space truss structure.
Present embodiment preferably; Said foundation includes four principal posts, four auxilliary posts and many supports; Four said principal posts vertically are distributed in four dihedrals and become rectangle, and four said auxilliary posts vertically are located at the inside of this rectangle, and many said supports and four said auxilliary posts are crisscross arranged.
Present embodiment preferably, it also includes four piling bars, four said piling bars are with four corresponding settings of said principal post and connect.
Present embodiment preferably, four said principal posts are that flange is connected or the connection of being in the milk with the connected mode of said piling bar.
Present embodiment preferably is provided with a main transformer and corollary equipment, high and low voltage electric distribution equipment, cable, fire fighting equipment and heating and ventilating equipment on each said platform.
Present embodiment preferably, each said platform bottom is provided with four joint pins, said principal post that said joint pin is corresponding with it or said auxilliary post connection.
Present embodiment preferably, said joint pin is that flange is connected or the connection of being in the milk with the connected mode of said principal post or said auxilliary post.
Present embodiment preferably, two said platforms connect through vestibule.
The marine booster stations of the two platforms of the utility model compared with prior art have following beneficial effect:
The marine booster stations of the two platforms of the utility model are provided with a main transformer and other corollary equipment through two separate platforms are set on each platform, two complete equipments can not interfere with each other; Simultaneously, two shared same foundations of platform have reduced the construction working amount, have reduced with the sea and have amassed, and helped environmental protection.
Description of drawings
Fig. 1 is the front view of the marine booster stations of the two platforms of the utility model;
Fig. 2 is that the A of Fig. 1 is to view.
The specific embodiment
Embodiment to the utility model is elaborated below in conjunction with accompanying drawing:
Like Fig. 1 and shown in Figure 2, the marine booster stations of the two platforms of the utility model, it includes: foundation 10 and terrace part 20; Said foundation 10 is fixed in the seabed; Said terrace part 20 is located at the top of said foundation 10, and is connected fixingly with said foundation 10, and said terrace part 20 comprises two platforms 21,22; Action need when being convenient to move can be connected through vestibule between said platform 21 and the said platform 22.
Wherein, on each said platform 21 (22) main transformer and corollary equipment, high and low voltage electric distribution equipment, cable, fire fighting equipment and heating and ventilating equipment are set, two main transformers are separate, can not interact.In this preferred embodiment, the planar dimension of each platform 21 (22) is 25m*28m, is divided into 3 layers, and bottom one deck is whole trussed construction, and top layer is according to being provided with helicopter platform and crane, and every layer is equipped with stair and connects facilities such as levels and railing.
Present embodiment preferably, said foundation 10 is that jacket makes up and forms space truss structure, and the top of said foundation 10 is higher than the sea level.
Said foundation 10 includes four principal posts 11, four auxilliary posts 12 and many and supports 13; Four said principal posts 11 vertically are distributed in four dihedrals and become rectangle (being that said foundation 10 is rectangle); Four said auxilliary posts 12 vertically are located at the inboard of said principal post 11, many said supports 13 and four said auxilliary posts 12 formation trussed construction that is crisscross arranged.
The root of said four principal posts 11 is respectively equipped with a piling bar 30, and said principal post 11 is connected through flange with said piling bar 30 or the ways of connecting of being in the milk connects.Through the effect of trussed construction, on Load Transfer to the four said principal post 11 on four said auxilliary posts 12, again through said piling bar 30 the most at last Load Transfer in the ground in seabed.In this preferred embodiment, the diameter of said piling bar 30 is 1800mm, and pipe thickness is 30-36mm, and its length can be confirmed according to factors such as environmental load such as the load of said terrace part 20, stormy waves stream and geological conditionss.
As shown in Figure 1, the bottom of each said platform 21 (22) is provided with four joint pins 23, and said principal post 11 that said joint pin 23 is corresponding with it or said auxilliary post 12 connect.Preferably, said joint pin 23 is that flange is connected or the connection of being in the milk with the connected mode of said principal post 11 or said auxilliary post 23.
The specific embodiment of the utility model does not limit the protection domain of the utility model with this; Do not violate any replacement and the improvement of being done on the basis of the utility model design, all belonging to the protection domain of the utility model.
Claims (10)
1. the marine booster stations of two platforms is characterized in that it includes: foundation and terrace part; Said foundation is fixed in the seabed; Said terrace part is located at the top of said foundation, and is connected fixingly with said foundation, and said terrace part comprises at least two platforms.
2. the according to claim 1 pair of marine booster stations of platform is characterized in that said foundation is the jacket basis, and its top is higher than the sea level.
3. the according to claim 1 and 2 pair of marine booster stations of platform is characterized in that said foundation is a space truss structure.
4. the according to claim 3 pair of marine booster stations of platform; It is characterized in that; Said foundation includes four principal posts, four auxilliary posts and many supports; Four said principal posts vertically are distributed in four dihedrals and become rectangle, and four said auxilliary posts vertically are located at the inside of this rectangle, and many said supports and four said auxilliary posts are crisscross arranged.
5. the marine booster stations of the according to claim 4 pair of platform is characterized in that it also includes four piling bars, four said piling bars and four corresponding settings of said principal post and connection.
6. the according to claim 5 pair of marine booster stations of platform is characterized in that four said principal posts are that flange is connected or the connection of being in the milk with the connected mode of said piling bar.
7. the according to claim 1 pair of marine booster stations of platform is characterized in that, a main transformer and corollary equipment, high and low voltage electric distribution equipment, cable, fire fighting equipment and heating and ventilating equipment are set on each said platform.
8. the according to claim 3 pair of marine booster stations of platform is characterized in that, each said platform bottom is provided with four joint pins, and said principal post that said joint pin is corresponding with it or said auxilliary post connect.
9. the according to claim 8 pair of marine booster stations of platform is characterized in that said joint pin is that flange is connected or the connection of being in the milk with the connected mode of said principal post or said auxilliary post.
10. the according to claim 1 pair of marine booster stations of platform is characterized in that two said platforms connect through vestibule.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012201282603U CN202492833U (en) | 2012-03-30 | 2012-03-30 | Double-platform offshore booster station |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012201282603U CN202492833U (en) | 2012-03-30 | 2012-03-30 | Double-platform offshore booster station |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202492833U true CN202492833U (en) | 2012-10-17 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012201282603U Expired - Fee Related CN202492833U (en) | 2012-03-30 | 2012-03-30 | Double-platform offshore booster station |
Country Status (1)
| Country | Link |
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| CN (1) | CN202492833U (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102936888A (en) * | 2012-11-09 | 2013-02-20 | 中国水电顾问集团华东勘测设计研究院 | Self-installation type offshore booster station structure and installation method thereof |
| CN104831954A (en) * | 2015-05-26 | 2015-08-12 | 中国能源建设集团广东省电力设计研究院有限公司 | Supporting structure for offshore substation |
| CN104831955A (en) * | 2015-05-26 | 2015-08-12 | 中国能源建设集团广东省电力设计研究院有限公司 | Offshore substation |
| CN107401153A (en) * | 2017-07-17 | 2017-11-28 | 南通蓝岛海洋工程有限公司 | A kind of building technology of offshore boosting station upper element |
| CN107470860A (en) * | 2017-07-17 | 2017-12-15 | 南通蓝岛海洋工程有限公司 | A kind of building technology of offshore boosting station lower component |
| CN109423987A (en) * | 2017-08-29 | 2019-03-05 | 中交天津港湾工程设计院有限公司 | A kind of more pile embedding in rock platforms of sea reusable type |
| CN109629542A (en) * | 2019-01-03 | 2019-04-16 | 中交二航局第四工程有限公司 | A kind of exposure test platform based on steel pipe pile foundation waterborne |
| CN109680668A (en) * | 2019-03-07 | 2019-04-26 | 龙源（北京）风电工程设计咨询有限公司 | The attachment device and method of offshore boosting station upper chunk and bottom bracing structure |
| CN113833317A (en) * | 2021-09-08 | 2021-12-24 | 中铁上海工程局集团有限公司 | Steel construction wind and rain building structural system |
-
2012
- 2012-03-30 CN CN2012201282603U patent/CN202492833U/en not_active Expired - Fee Related
Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102936888A (en) * | 2012-11-09 | 2013-02-20 | 中国水电顾问集团华东勘测设计研究院 | Self-installation type offshore booster station structure and installation method thereof |
| CN102936888B (en) * | 2012-11-09 | 2015-01-28 | 中国水电顾问集团华东勘测设计研究院 | Self-installation type offshore booster station structure and installation method thereof |
| CN104831954A (en) * | 2015-05-26 | 2015-08-12 | 中国能源建设集团广东省电力设计研究院有限公司 | Supporting structure for offshore substation |
| CN104831955A (en) * | 2015-05-26 | 2015-08-12 | 中国能源建设集团广东省电力设计研究院有限公司 | Offshore substation |
| WO2019015260A1 (en) * | 2017-07-17 | 2019-01-24 | 南通蓝岛海洋工程有限公司 | Construction process of lower assembly of offshore voltage booster substation |
| CN107470860A (en) * | 2017-07-17 | 2017-12-15 | 南通蓝岛海洋工程有限公司 | A kind of building technology of offshore boosting station lower component |
| CN107401153A (en) * | 2017-07-17 | 2017-11-28 | 南通蓝岛海洋工程有限公司 | A kind of building technology of offshore boosting station upper element |
| CN107470860B (en) * | 2017-07-17 | 2019-05-21 | 南通蓝岛海洋工程有限公司 | A kind of building technology of offshore boosting station lower component |
| CN107401153B (en) * | 2017-07-17 | 2019-07-19 | 南通蓝岛海洋工程有限公司 | A kind of building technology of offshore boosting station upper element |
| CN109423987A (en) * | 2017-08-29 | 2019-03-05 | 中交天津港湾工程设计院有限公司 | A kind of more pile embedding in rock platforms of sea reusable type |
| CN109629542A (en) * | 2019-01-03 | 2019-04-16 | 中交二航局第四工程有限公司 | A kind of exposure test platform based on steel pipe pile foundation waterborne |
| CN109680668A (en) * | 2019-03-07 | 2019-04-26 | 龙源（北京）风电工程设计咨询有限公司 | The attachment device and method of offshore boosting station upper chunk and bottom bracing structure |
| CN109680668B (en) * | 2019-03-07 | 2023-12-08 | 龙源（北京）风电工程设计咨询有限公司 | Device and method for connecting upper assembly block and lower supporting structure of offshore booster station |
| CN113833317A (en) * | 2021-09-08 | 2021-12-24 | 中铁上海工程局集团有限公司 | Steel construction wind and rain building structural system |
| CN113833317B (en) * | 2021-09-08 | 2024-02-27 | 中铁上海工程局集团有限公司 | Steel construction wind and rain building structure system |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: CHINA ENERGY ENGINEERING GROUP GUANGDONG ELECTRIC Free format text: FORMER NAME: CHINA ENERGY ENGINEERING GROUP GUANGDONG ELECTRIC POWER DESIGN INSTITUTE Owner name: CHINA ENERGY ENGINEERING GROUP GUANGDONG ELECTRIC Free format text: FORMER NAME: GUANGDONG ELECTRIC POWER DESIGN INSTITUTE |
|
| CP01 | Change in the name or title of a patent holder |
Address after: 510663 Luogang District, Guangdong, Guangzhou Science City Fung Road, No. 1, No. Patentee after: CHINA ENERGY ENGINEERING GROUP GUANGDONG ELECTRIC POWER DESIGN INSTITUTE Co.,Ltd. Address before: 510663 Luogang District, Guangdong, Guangzhou Science City Fung Road, No. 1, No. Patentee before: GUANGDONG ELECTRIC POWER DESIGN INSTITUTE OF CHINA ENERGY ENGINEERING GROUP Co.,Ltd. Address after: 510663 Luogang District, Guangdong, Guangzhou Science City Fung Road, No. 1, No. Patentee after: GUANGDONG ELECTRIC POWER DESIGN INSTITUTE OF CHINA ENERGY ENGINEERING GROUP Co.,Ltd. Address before: 510663 Luogang District, Guangdong, Guangzhou Science City Fung Road, No. 1, No. Patentee before: Guangdong Electric Power Design Institute |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20121017 Termination date: 20190330 |