CN104404977A - Integrated trilateral buoyancy tank foundation for marine anemometer tower - Google Patents
Integrated trilateral buoyancy tank foundation for marine anemometer tower Download PDFInfo
- Publication number
- CN104404977A CN104404977A CN201410534996.4A CN201410534996A CN104404977A CN 104404977 A CN104404977 A CN 104404977A CN 201410534996 A CN201410534996 A CN 201410534996A CN 104404977 A CN104404977 A CN 104404977A
- Authority
- CN
- China
- Prior art keywords
- buoyancy tank
- buoyancy
- anemometer tower
- trilateral
- tank foundation
- 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/52—Submerged foundations, i.e. submerged in open water
- E02D27/525—Submerged foundations, i.e. submerged in open water using elements penetrating the underwater ground
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/42—Foundations for poles, masts or chimneys
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2200/00—Geometrical or physical properties
- E02D2200/16—Shapes
- E02D2200/1678—Shapes triangular
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0026—Metals
- E02D2300/0029—Steel; Iron
- E02D2300/0032—Steel; Iron in sheet form, i.e. bent or deformed plate-material
Abstract
The invention discloses an integrated trilateral buoyancy tank foundation for a marine anemometer tower. Three buoyancy tanks are connected end to end and welded to form an integrated structure with a regularly triangular foundation plane; water injecting valves are arranged on the buoyancy tanks; reinforcement rib plates are arranged in the buoyancy tanks for reinforcing the rigidity of the buoyancy tanks; square holes are formed in the bottoms of the reinforcement rib plates; skid resisting skirt plate boxes with bottom openings are arranged in the intersections of the three buoyancy tanks; and after the buoyancy tank foundation is floated to a preset construction position for sinking, the buoyancy tank foundation is inserted in a seabed to stop horizontal slippage. The integrated trilateral buoyancy tank foundation has the following beneficial effects: the whole trilateral buoyancy tank foundation is better in structural stability, saves steel materials, has good stress performance, and is convenient for marine floating installation; the buoyancy tanks can provide the buoyancy for the towing of the whole structure of the anemometer tower to prevent the use of large transport ships; and small tugboats are only required to arrive at a destination for sinking and mounting, so that the engineering cost is reduced, and the building time of the anemometer tower structure is largely shortened.
Description
Technical field
The present invention relates to ocean, water conservancy and wind power foundation technical field of structures, particularly relate to a kind of monolithic triangle buoyancy tank for offshore anemometer tower basis.
Background technology
Wind-powered electricity generation is a kind of reproducible clean energy resource, in recent years, along with the whole world developing rapidly the common concern of wind energy resources and wind power industry, national governments, enterprise or Wind Power Generation business start investment and build wind energy turbine set, an important process of offshore wind farms early development is acquisition and the assessment of wind-resources, its the most frequently used means set up anemometer tower exactly, and for future, the investment construction of wind energy turbine set obtains first-hand wind energy data.
During at sea anemometer tower structure is built, proportion occupied by foundation investment comparatively large (about 70%), anemometer tower is a kind of tall and slender structure building, its military service phase is generally 3-5, tradition anemometer tower foundation form mostly is pile foundation or gravity type foundation, offshore construction and mounting cost is higher and recovery utilization rate is low, develops and is a kind ofly adapted to offshore anemometer tower and small investment, quick construction, the foundation structure that can reuse have significant economic benefit.
Summary of the invention
The object of the invention is for above-mentioned existing problems, a kind of monolithic triangle buoyancy tank for offshore anemometer tower basis is provided, this buoyancy tank basis symmetry is better, structure is comparatively stable, stress performance good and be convenient to install, can towage transportation by driving be carried out, can effectively reduce cost of transportation and difficulty of construction, and in construction, reduce the use of large ship, effectively shorten short construction period, reduce marine wind electric field construction cost.
Technical scheme of the present invention:
A kind of basis of the monolithic triangle buoyancy tank for offshore anemometer tower, end to end and be welded into the overall structure that basic plane is equilateral triangle by three buoyancy tanks, buoyancy tank is provided with Water filling valve, deep floor is provided with to strengthen the rigidity of buoyancy tank in buoyancy tank, square hole is provided with bottom deep floor, arrange the anti-skid skirtboard case of bottom opening three buoyancy tank intersections, buoyancy tank basis transportation by driving inserts sea bed to stop the slippage of buoyancy tank foundation level after predetermined construction location sinks.
Described buoyancy tank is made up of Plate Welding, and step surface minor face is 9.1m, long limit is 12.5m, width 2.5m, highly 2.2m, steel plate wall thickness 25mm; Buoyancy tank inside is evenly equipped with the thick transversely stiffened plate of 18-25mm along its length, and be provided with the square hole of width 20cm, height 10cm bottom deep floor, deep floor spacing is 1.5m.
Described anti-skid skirtboard case is welded by five blocks of 25mm steel plates and is surrounded by the bottomless tetrahedron of lid, length of side 1.2m, hem width 1.0m, height 0.8m.
Implementation method of the present invention:
Triangle buoyancy tank basis is welded assembled shaping on the coast, or with top anemometer tower transition section structure integral solder, carry out single step towage installation by barge.After overall triangle buoyancy tank basis transportation by driving towage to predetermined construction location, sink down into design elevation by valve reserved on casing to water filling in buoyancy tank.The buoyancy tank that can simultaneously surround skirtboard in sinking watching take to take out the mode of negative pressure auxiliary sink, skirtboard inserts sea bed immobilizing foundation simultaneously, prevent buoyancy tank foundation level to slippage.
The invention has the beneficial effects as follows:
This overall triangle buoyancy tank foundation structure stability better and save steel, stress performance good and be convenient to marine transportation by driving install, this buoyancy tank provides buoyancy when can be the towage of anemometer tower overall structure, avoid using bulk transport boats and ships, only skiff need be adopted to arrive at the destination and carry out sinking and installation, reduce engineering cost, greatly shorten the construction time of anemometer tower structure.
Accompanying drawing explanation
Fig. 1 is triangle buoyancy tank basis elevation.
Fig. 2 is triangle buoyancy tank basis left view.
Fig. 3 is triangle buoyancy tank basis top view.
Fig. 4 is triangle buoyancy tank internal structure schematic diagram.
In figure: 1. buoyancy tank 2. anti-skid skirtboard case 3. Water filling valve 4. deep floor.
Detailed description of the invention
For summary of the invention of the present invention, Characteristic can be understood further, existing with embodiment, and coordinate accompanying drawing to be described in detail as follows.
Embodiment:
A kind of basis of the monolithic triangle buoyancy tank for offshore anemometer tower, as Figure 1-4, end to end and be welded into the overall structure that basic plane is equilateral triangle by three buoyancy tanks 1, buoyancy tank 1 is provided with Water filling valve 3, valve is opened after base integral transportation by driving to precalculated position, buoyancy tank can sink by water-filling automatically, deep floor 4 is provided with to strengthen the rigidity of buoyancy tank in buoyancy tank 1, square hole is provided with bottom deep floor 4, the anti-skid skirtboard case 2 of bottom opening is set three buoyancy tank 1 intersections, buoyancy tank basis transportation by driving inserts sea bed to stop the slippage of buoyancy tank foundation level after predetermined construction location sinks.
In this embodiment, three buoyancy tanks are made up of Plate Welding, and the step surface minor face of each buoyancy tank is 9.1m, long limit is 12.5m, width 2.5m, height 2.2m, steel plate wall thickness 25mm; Buoyancy tank inside is evenly equipped with the thick transversely stiffened plate of 18mm along its length to strengthen the rigidity of buoyancy tank, bottom deep floor the width of square hole be 20cm, be highly 10cm, deep floor spacing is 1.5m; Anti-skid skirtboard case is welded by five blocks of 25mm steel plates and is surrounded by the bottomless tetrahedron of lid, length of side 1.2m, hem width 1.0m, height 0.8m.
Overall triangle buoyancy tank basis and top anemometer tower transition section structure integral solder, can carry out single step towage installation by barge.After overall triangle buoyancy tank basis transportation by driving towage to predetermined construction location, by valve reserved on casing to water filling in buoyancy tank, the buoyancy tank simultaneously surrounded skirtboard is taked the mode of taking out negative pressure to assist and is sunk down into design elevation, skirtboard inserts sea bed immobilizing foundation simultaneously, prevent buoyancy tank foundation level to slippage.
Claims (3)
1. the basis of the monolithic triangle buoyancy tank for offshore anemometer tower, it is characterized in that: end to end and be welded into the overall structure that basic plane is equilateral triangle by three buoyancy tanks, buoyancy tank is provided with Water filling valve, deep floor is provided with to strengthen the rigidity of buoyancy tank in buoyancy tank, square hole is provided with bottom deep floor, arrange the anti-skid skirtboard case of bottom opening three buoyancy tank intersections, buoyancy tank basis transportation by driving inserts sea bed to stop the slippage of buoyancy tank foundation level after predetermined construction location sinks.
2. according to claim 1 for offshore anemometer tower monolithic triangle buoyancy tank basis, it is characterized in that: described buoyancy tank is made up of Plate Welding, step surface minor face be 9.1m, long limit is 12.5m, width 2.5m, height 2.2m, steel plate wall thickness 25mm; Buoyancy tank inside is evenly equipped with the thick transversely stiffened plate of 18-25mm along its length, and be provided with the square hole of width 20cm, height 10cm bottom deep floor, deep floor spacing is 1.5m.
3. according to claim 1 for the monolithic triangle buoyancy tank basis of offshore anemometer tower, it is characterized in that: described anti-skid skirtboard case is welded by five blocks of 25mm steel plates and is surrounded by the bottomless tetrahedron of lid, length of side 1.2m, hem width 1.0m, height 0.8m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410534996.4A CN104404977A (en) | 2014-10-13 | 2014-10-13 | Integrated trilateral buoyancy tank foundation for marine anemometer tower |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410534996.4A CN104404977A (en) | 2014-10-13 | 2014-10-13 | Integrated trilateral buoyancy tank foundation for marine anemometer tower |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104404977A true CN104404977A (en) | 2015-03-11 |
Family
ID=52642637
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410534996.4A Pending CN104404977A (en) | 2014-10-13 | 2014-10-13 | Integrated trilateral buoyancy tank foundation for marine anemometer tower |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104404977A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107740436A (en) * | 2017-09-28 | 2018-02-27 | 天津大学 | A kind of three floating drum buoyancy tank combined type foundation structures of sea and its construction method |
| CN115092334A (en) * | 2022-07-01 | 2022-09-23 | 中船勘察设计研究院有限公司 | Semi-submersible buoyancy tank for dismantling support system and template on hydrophilic platform and use method |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4138426B2 (en) * | 2002-09-26 | 2008-08-27 | 東京電力株式会社 | Steel tower basic structure |
| CN202559371U (en) * | 2012-05-08 | 2012-11-28 | 山东电力工程咨询院有限公司 | Driving type independent column and independent pile sea anemometer tower foundation |
| CN103758147A (en) * | 2014-02-13 | 2014-04-30 | 天津大学前沿技术研究院有限公司 | Gravity type offshore wind turbine generator set foundation and towing and sinking method thereof |
-
2014
- 2014-10-13 CN CN201410534996.4A patent/CN104404977A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4138426B2 (en) * | 2002-09-26 | 2008-08-27 | 東京電力株式会社 | Steel tower basic structure |
| CN202559371U (en) * | 2012-05-08 | 2012-11-28 | 山东电力工程咨询院有限公司 | Driving type independent column and independent pile sea anemometer tower foundation |
| CN103758147A (en) * | 2014-02-13 | 2014-04-30 | 天津大学前沿技术研究院有限公司 | Gravity type offshore wind turbine generator set foundation and towing and sinking method thereof |
Non-Patent Citations (2)
| Title |
|---|
| 张峰等: ""一种新型测风塔的稳性分析"", 《低温建筑技术》, no. 3, 31 March 2013 (2013-03-31), pages 39 - 40 * |
| 肖新强等: ""南平樟湖库区大桥钢浮箱施工图设计"", 《湖南理工学院学报(自然科学版)》, vol. 27, no. 1, 31 March 2014 (2014-03-31), pages 78 - 83 * |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107740436A (en) * | 2017-09-28 | 2018-02-27 | 天津大学 | A kind of three floating drum buoyancy tank combined type foundation structures of sea and its construction method |
| CN115092334A (en) * | 2022-07-01 | 2022-09-23 | 中船勘察设计研究院有限公司 | Semi-submersible buoyancy tank for dismantling support system and template on hydrophilic platform and use method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104264704A (en) | Combination type hexagon buoyancy tank foundation for seaborne anemometer tower | |
| CN201538971U (en) | Basic structure of high-rise pile cap type offshore wind driven generator | |
| CN205653814U (en) | Marine wind finding radar foundation structure of caisson type | |
| CN102677694B (en) | Offshore wind power submersible foundation structure and complete fan installation construction method thereof | |
| CN102277878A (en) | Floating foundation and construction method thereof | |
| US20240003110A1 (en) | Auxiliary structure for floating and sinking a whole offshore wind turbine with suction bucket foundation(s) | |
| CN108626078B (en) | Auxiliary transportation and erection process for offshore wind turbine Spar type floating foundation barge | |
| CN103661827A (en) | Installation system and construction method of wind turbine assembly in sea intertidal zone | |
| CN205934893U (en) | Marine anemometer tower's movable cushion cap device | |
| CN103452742A (en) | Semi-submersible type multi-floater wave energy conversion device | |
| CN110158638A (en) | Offshore wind farm composite tube foundation construction structure and construction method | |
| CN110155264B (en) | Marine fan composite cylinder foundation towing structure and towing method | |
| CN102322074A (en) | A kind of jacket foundation structure and job practices | |
| CN103603364A (en) | Deepwater suction-type gravity foundation and deepwater mounting device and deepwater mounting method thereof | |
| CN102425182B (en) | Annular negative pressure foundation cofferdam and construction method thereof | |
| CN205117623U (en) | Send out compound bucket foundation of marine fan that ferroelectric phase combines with ocean current | |
| CN104404977A (en) | Integrated trilateral buoyancy tank foundation for marine anemometer tower | |
| CN104278692B (en) | A kind of overall triangle buoyancy tank basis of the band lateral support for offshore anemometer tower | |
| CN202610825U (en) | Prefabricated reinforced concrete-caisson-type offshore wind turbine foundation structure | |
| CN210562255U (en) | Offshore wind power cylinder type foundation underwater construction structure | |
| CN202148536U (en) | Self-floating barrel-shaped foundation of offshore wind power generator set | |
| CN201530464U (en) | Special diving barge for installing shallow water wind power generating set | |
| CN203583509U (en) | Deepwater suction type gravity foundation and deepwater mounting device thereof | |
| CN204456044U (en) | Mixing floating offshore booster station structure | |
| CN113062349A (en) | Whole quick-witted group of offshore wind power suction bucket basis floats and supplementary structure of sinking |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20150311 |