CN206327540U - A kind of anchor hawser formula offshore anemometer tower - Google Patents
A kind of anchor hawser formula offshore anemometer tower Download PDFInfo
- Publication number
- CN206327540U CN206327540U CN201621408248.2U CN201621408248U CN206327540U CN 206327540 U CN206327540 U CN 206327540U CN 201621408248 U CN201621408248 U CN 201621408248U CN 206327540 U CN206327540 U CN 206327540U
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- CN
- China
- Prior art keywords
- anchor hawser
- buoyancy tank
- anemometer tower
- pylon
- offshore anemometer
- 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.)
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Abstract
The utility model discloses a kind of anchor hawser formula offshore anemometer tower, including pylon, the hollow buoyancy tank for support tower, buoyancy tank bottom is connected with lead cake provided with buoyancy tank can be drawn to stable anchor hawser, the other end of anchor hawser, and the lead cake is placed on sea bed.The utility model solves the transport problem of foundation structure, and the repeatable utilization of foundation structure, and making the cost of offshore anemometer tower reduces, and construction speed is accelerated, and improves the utilization rate and economy of whole foundation structure.
Description
Technical field
The utility model belongs to a kind of anchor hawser formula 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, true original data is provided for design.It is used as sea
The important step of Wind Power Generation, offshore anemometer tower design should meet the principle of economical and efficient with building, beneficial to implementation.
Offshore anemometer tower is complicated because of residing marine environment, and foundation pattern is higher compared to land cost, while marine survey wind
Tower also needs to remove after exhaustion of effect.Conventional art uses gravity type foundation, and its structure is solid on the clump for sink to seabed
Location survey wind tower.Its shortcoming is：Cost is higher, not reproducible to use, and transport inconvenience, later maintenance and dismounting are highly difficult.
Utility model content
Regarding to the issue above, the utility model aims to provide a kind of convenient transportation, reusable, convenient disassembly, cost
Low anchor hawser formula offshore anemometer tower.
The utility model solve problem technical scheme be：A kind of anchor hawser formula offshore anemometer tower, including pylon, also including use
In the hollow buoyancy tank of support tower, buoyancy tank bottom is connected with lead provided with buoyancy tank can be drawn to stable anchor hawser, the other end of anchor hawser
Cake, the lead cake is placed on sea bed.
The inner hollow formation cavity of buoyancy tank, it is floating across the sea by buoyant of sea water.
Further, the buoyancy tank top preset has steel plate, and the steel plate is fixedly connected with pylon.
In order to adapt to briny environment, the anchor hawser is steel anchor hawser, and anchor hawser applies polyurethane paint material, anchor hawser and lead cake outside
It is bolted.
It is preferred that, pylon uses stainless steel alloy material, and buoyancy tank uses carbon steel material, and lead cake uses pure lead material, tower
Frame and buoyancy tank apply epoxide resin type anticorrosive paint outside.
Remarkable result of the present utility model is：
1. because buoyancy tank can transportation by driving, solve the transport problem of foundation structure, can shorten Potential Working Time For Operation At Sea, easy construction,
Save construction cost.
2. pylon and buoyancy tank convenient separation so that foundation structure is repeatable to be utilized, and making the cost of offshore anemometer tower reduces, and applies
Work degree of progress speed, improves the utilization rate and economy of whole foundation structure.
3. anchor hawser length can be adjusted according to water depth ratio, adaptability preferably, has pole in the marine site that the depth of water is larger, substrate is harder
Good application prospect.
Brief description of the drawings
The utility model is described in further detail below in conjunction with the accompanying drawings.
Fig. 1 is the utility model anemometer tower front view.
Fig. 2 is the utility model anemometer tower top view.
In figure：1- pylons；2- buoyancy tanks；3- anchor hawsers；4- lead cakes.
Embodiment
As shown in Fig. 1~2, a kind of anchor hawser formula offshore anemometer tower, including pylon 1, the hollow buoyancy tank 2 for support tower 1.
The bottom of buoyancy tank 2, which is provided with, can draw buoyancy tank 2 stable anchor hawser 3, and the other end of anchor hawser 3 is connected with lead cake 4, and the lead cake 4 is placed in
On sea bed.
The top preset of buoyancy tank 2 has steel plate, and the steel plate is fixedly connected with pylon 1.
The anchor hawser 3 is steel anchor hawser, and anchor hawser 3 applies polyurethane paint material outside.Anchor hawser 3 is bolted with lead cake 4.
Pylon 1 uses stainless steel alloy material.Buoyancy tank 2 uses carbon steel material.Lead cake 4 uses pure lead material.The He of pylon 1
Buoyancy tank 2 applies epoxide resin type anticorrosive paint outside.
The inner hollow of buoyancy tank 2, it is floating across the sea by buoyant of sea water.Buoyancy tank 2, anchor hawser 3, lead cake 4 are transported to existing from harbour
, after position is determined, aboard ship buoyancy tank 2 is welded with anchor hawser 3, buoyancy tank 2 and the bolt connection of lead cake 4 are placed in marine by ship.
Then the bottom of anemometer tower pylon 1 is welded on steel plate.Total is fixed with lead cake 2 and is seated in seabed.
After anemometer tower exhaustion of effect, first anemometer tower pylon 1 and steel plate junction are cut, anemometer tower pylon 1 is hung
Buoyancy tank 2.Then lead cake 4 is dragged for ship from seabed, and buoyancy tank 2 and anchor hawser 3 are dragged to go on board in the lump sails out of scene.
Claims (4)
1. a kind of anchor hawser formula offshore anemometer tower, including pylon, it is characterised in that：Also include the hollow buoyancy tank for support tower,
Buoyancy tank bottom is connected with lead cake provided with buoyancy tank can be drawn to stable anchor hawser, the other end of anchor hawser, and the lead cake is placed on sea bed.
2. anchor hawser formula offshore anemometer tower according to claim 1, it is characterised in that：The buoyancy tank top preset has steel plate,
The steel plate is fixedly connected with pylon.
3. anchor hawser formula offshore anemometer tower according to claim 1, it is characterised in that：The anchor hawser is steel anchor hawser, anchor hawser
Outer painting polyurethane paint material, anchor hawser is bolted with lead cake.
4. anchor hawser formula offshore anemometer tower according to claim 1, it is characterised in that：Pylon uses stainless steel alloy material,
Buoyancy tank uses carbon steel material, and lead cake uses pure lead material, and pylon and buoyancy tank apply epoxide resin type anticorrosive paint outside.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621408248.2U CN206327540U (en) | 2016-12-21 | 2016-12-21 | A kind of anchor hawser formula offshore anemometer tower |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621408248.2U CN206327540U (en) | 2016-12-21 | 2016-12-21 | A kind of anchor hawser formula offshore anemometer tower |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206327540U true CN206327540U (en) | 2017-07-14 |
Family
ID=59291323
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621408248.2U Active CN206327540U (en) | 2016-12-21 | 2016-12-21 | A kind of anchor hawser formula offshore anemometer tower |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206327540U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108482600A (en) * | 2018-05-24 | 2018-09-04 | 中国电建集团中南勘测设计研究院有限公司 | A kind of offshore anemometer tower |
-
2016
- 2016-12-21 CN CN201621408248.2U patent/CN206327540U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108482600A (en) * | 2018-05-24 | 2018-09-04 | 中国电建集团中南勘测设计研究院有限公司 | A kind of offshore anemometer tower |
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| GR01 | Patent grant | ||
| GR01 | Patent grant |