CN206290063U - A kind of bearing platform type offshore anemometer tower - Google Patents
A kind of bearing platform type offshore anemometer tower Download PDFInfo
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- CN206290063U CN206290063U CN201621408237.4U CN201621408237U CN206290063U CN 206290063 U CN206290063 U CN 206290063U CN 201621408237 U CN201621408237 U CN 201621408237U CN 206290063 U CN206290063 U CN 206290063U
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- cushion cap
- stake
- bearing platform
- anemometer tower
- platform type
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Abstract
The utility model discloses a kind of bearing platform type offshore anemometer tower, including pylon, the cushion cap for support tower, cushion cap bottom is provided with stake high；Inside insertion cushion cap in stake upper end high, lower end insertion seabed；Stake high is centrosymmetric distribution along the central axis of cushion cap.Bearing platform type offshore anemometer tower of the present utility model, globality is preferable, cushion cap is supported by the stake high for squeezing into sea bed, the size on basis can be reduced, preferably, construction is ripe for stress, compared to other foundation patterns, cost reduction, improves the stability and economy of whole foundation structure, has fabulous application prospect in Muddy Bottoms marine site.
Description
Technical field
The utility model belongs to a kind of bearing platform type offshore anemometer tower.
Background technology
At sea wind power plant field, early stage is more accurately evaluated project to promote project development, need to be in site
Offshore anemometer tower is inside set up, wind energy resources and oceanographic hydrological observation is carried out, for design provides true original data.As sea
The important step of Wind Power Generation, offshore anemometer tower design should meet the principle of economical and efficient with construction, beneficial to implementation.
Marine environment of the offshore anemometer tower because residing for is complicated, and seabed type is varied, and when sea bed is mud, surface is held
Load power is relatively low, and conventional art uses gravity type foundation, and its structure is that anemometer tower is fixed on the clump for sink to seabed, its basis
Easily incline and cost is higher.
Utility model content
Regarding to the issue above, the utility model aim to provide that a kind of integral rigidity is big, stress is good, low cost bearing platform type sea
Upper anemometer tower.
The technical scheme of the utility model solve problem is：A kind of bearing platform type offshore anemometer tower, including pylon, also including use
In the cushion cap of support tower, cushion cap bottom is provided with stake high；Inside insertion cushion cap in stake upper end high, lower end insertion seabed；Hold on stake edge high
The central axis of platform is centrosymmetric distribution.
In a kind of specific scheme, the stake high is the steel-pipe pile being obliquely installed, and steel-pipe pile is arranged around cushion cap.
In another specific scheme, the cushion cap is I-shaped cylinder table for cross section, and the stake high is to set vertically
The steel-pipe pile put, steel-pipe pile is arranged around the central axis of cushion cap in multi-turn array.
Specifically, cushion cap top pre-embedded steel slab, pylon and steel plate welding.
In order to adapt to briny environment, the pylon uses stainless steel material, and stake high is the high strength steel of thin-wall construction, cushion cap
It is reinforced concrete structure.
The pylon and stake outer surface high apply epoxide resin type anticorrosive paint.
Bearing platform type offshore anemometer tower of the present utility model, globality preferably, cushion cap is supported by the stake high for squeezing into sea bed, can
The size on basis is reduced, preferably, construction is ripe for stress, compared to other foundation patterns, cost reduction improves whole foundation structure
Stability and economy, have fabulous application prospect in Muddy Bottoms marine site.
Brief description of the drawings
The utility model is described in further detail below in conjunction with the accompanying drawings.
Fig. 1 is the anemometer tower front view of embodiment 1.
Fig. 2 is the anemometer tower top view of embodiment 1.
Fig. 3 is the anemometer tower front view of embodiment 2.
Fig. 4 is the anemometer tower top view of embodiment 2.
In figure：1- pylons；2- cushion caps；3- stakes high.
Specific embodiment
Embodiment 1
As shown in Fig. 1~2, a kind of bearing platform type offshore anemometer tower, including pylon 1, the cushion cap 2 for support tower 1.Cushion cap
2 bottoms are provided with stake high 3, inside the upper end of stake high 3 insertion cushion cap 2, lower end insertion seabed.The stake high 3 is the steel being obliquely installed
Pile tube, steel-pipe pile is centrosymmetric distribution around the central axis of cushion cap 2.
The top pre-embedded steel slab of the cushion cap 2, pylon 1 is welded with steel plate.
In order to adapt to briny environment, the pylon 1 uses stainless steel material, and stake high 3 is the high strength steel of thin-wall construction, is held
Platform 2 is reinforced concrete structure.
The pylon 1 and the outer surface of stake high 3 apply epoxide resin type anticorrosive paint.
During construction, anemometer tower pylon 1, cushion cap 2, stake high 3 are transported to by scene by ship.Injection stake 3 high, carries out reinforcing bar and ties up
Prick, casting concrete cushion cap 2.Then anemometer tower pylon 1 and cushion cap 2 are welded, cushion cap 2 is connected with stake high 3 by cast in situs,
Stake high 3 is fixed on seabed by pile driving barge injection, and total is supported and fixed on sea based on stake high 3 and cushion cap 2.
After anemometer tower exhaustion of effect, first anemometer tower pylon 1 and steel plate junction are cut, anemometer tower pylon 1 is hung
Cushion cap 2, then sets navigation surveillance device on cushion cap 2, and cushion cap 2 can be continuing with as artificial marine habitat.
Embodiment 2
As shown in Figure 3,4, embodiment 1 is repeated, except that, the cushion cap 2 is I-shaped cylinder table for cross section,
The stake high 3 is the steel-pipe pile being vertically arranged, and steel-pipe pile is arranged around the central axis of cushion cap in multi-turn array.
Claims (6)
1. a kind of bearing platform type offshore anemometer tower, including pylon, it is characterised in that：Also include the cushion cap for support tower, cushion cap
Bottom is provided with stake high；Inside insertion cushion cap in stake upper end high, lower end insertion seabed；Stake high is centrosymmetric along the central axis of cushion cap
Distribution.
2. bearing platform type offshore anemometer tower according to claim 1, it is characterised in that：The stake high is the steel being obliquely installed
Pile tube, steel-pipe pile is arranged around cushion cap.
3. bearing platform type offshore anemometer tower according to claim 1, it is characterised in that：The cushion cap is that cross section is I-shaped
Cylinder table, the stake high is the steel-pipe pile being vertically arranged, and steel-pipe pile is arranged around the central axis of cushion cap in multi-turn array.
4. bearing platform type offshore anemometer tower according to claim 1, it is characterised in that：Cushion cap top pre-embedded steel slab, tower
Frame is welded with steel plate.
5. bearing platform type offshore anemometer tower according to claim 1, it is characterised in that：The pylon uses stainless steel material,
Stake high is the high strength steel of thin-wall construction, and cushion cap is reinforced concrete structure.
6. bearing platform type offshore anemometer tower according to claim 1, it is characterised in that：The pylon and stake outer surface high apply ring
Oxygen tree epoxy-type anticorrosive paint.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621408237.4U CN206290063U (en) | 2016-12-21 | 2016-12-21 | A kind of bearing platform type offshore anemometer tower |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621408237.4U CN206290063U (en) | 2016-12-21 | 2016-12-21 | A kind of bearing platform type offshore anemometer tower |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206290063U true CN206290063U (en) | 2017-06-30 |
Family
ID=59105227
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621408237.4U Active CN206290063U (en) | 2016-12-21 | 2016-12-21 | A kind of bearing platform type offshore anemometer tower |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206290063U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108323465A (en) * | 2018-04-02 | 2018-07-27 | 广州中国科学院工业技术研究院 | Novel Muddy Bottoms fish shelter basis |
-
2016
- 2016-12-21 CN CN201621408237.4U patent/CN206290063U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108323465A (en) * | 2018-04-02 | 2018-07-27 | 广州中国科学院工业技术研究院 | Novel Muddy Bottoms fish shelter basis |
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