CN205653814U - Marine wind finding radar foundation structure of caisson type - Google Patents
Marine wind finding radar foundation structure of caisson type Download PDFInfo
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- CN205653814U CN205653814U CN201620438422.1U CN201620438422U CN205653814U CN 205653814 U CN205653814 U CN 205653814U CN 201620438422 U CN201620438422 U CN 201620438422U CN 205653814 U CN205653814 U CN 205653814U
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- truss
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- buoyancy tank
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- steel buoyancy
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Abstract
The utility model provides a marine wind finding radar foundation structure of caisson type comprises substructure, anemometry platform and truss, and substructure is the hollow quadrangle spatial structure who comprises 8 cuboid steel flotation tanks, and wherein four steel flotation tanks are as four limits of foundation structure, and four other steel flotation tanks set up respectively in four angles, the steel flotation tank of four edges is inside to be equipped with 3 respectively 5 individual flotation tank cross slab, the anemometry platform is a square steel plate, and wind finding radar installs in anemometry platform central authorities, the cone type truss structure that the truss constitutes for pipe welding, truss bottom are fixed with the central of four steel flotation tanks that the level set up respectively, and the anemometry platform is fixed in the top of truss. The utility model has the advantages that: this foundation structure's substructure, anemometry platform and truss land fabrication to can whole transportation by driving to installation site, do not need large -scale hoist and mount boats and ships and floating pile driver in the installation, showing the time that has shortened marine construction operation, but the construction cost of greatly reduced engineering.
Description
Technical field
This utility model relates to marine Wind Engineering of surveying, particularly a kind of caisson type sea windfinding radar base structure.
Background technology
Marine survey Wind Engineering is guide's engineering of Construction of Wind Power, and its major function is to collect Various Seasonal wind energy gas
As data, provide data support for aspects such as offshore wind farms addressing, bank base Substation Design construction.Sea at present
Upper survey Wind Engineering uses the collection that the pattern of towering anemometer tower realizes the data such as wind speed, wind direction mostly.Anemometer tower
Highly above water has the most all reached hundred meters, and Foundation Part generally uses many pile foundations.Employing windfinding radar is surveyed
Wind is the sea water wind detection method that a kind of comparison is new.Due to the lightweight of windfinding radar and its need on the water surface relatively
Low height can complete test, therefore can use shallow foundation, thus avoid marine guidance piling, reduces construction
Difficulty.
Utility model content
The purpose of this utility model is for above-mentioned technical Analysis and existing problems, it is provided that a kind of caisson type sea is surveyed
Wind and thunder reaches base structure, and land integral prefabricated, the Attention problems of this base structure is convenient, safe and reliable, can be effective
Ground improves efficiency of construction；The installation requirements of windfinding radar can also be met simultaneously.
The technical solution of the utility model:
A kind of caisson type sea windfinding radar base structure, is made up of substructure, survey wind platform and truss, under
The tetragon stereochemical structure of the hollow that portion's structure is made up of 8 cuboid steel buoyancy tanks, wherein four steel buoyancy tanks are made
Based on the four edges of structure, four additional steel buoyancy tank is respectively arranged at four angles, in the steel buoyancy tank on four edges
Portion is respectively equipped with 3-5 buoyancy tank diaphragm plate and steel buoyancy tank is divided into 4-6 sealed compartment, and each sealed compartment is all provided with
There is drain pipe and configure valve；Steel buoyancy tank bottom is formed around skirtboard, is provided with skirtboard diaphragm plate, skirtboard between skirtboard
The position of diaphragm plate is corresponding with upper steel buoyancy tank diaphragm plate, forms the cavity structure that Open Side Down, between each structure
By being welded to connect, skirtboard inserts seabed foundations and caisson foundation is fixedly mounted on seabed, horizontally disposed steel
Buoyancy tank surrounding is equipped with soft raft for erosion control；Surveying wind platform is a square plate, is formed around railing, side
Being provided with stair, windfinding radar is arranged on survey wind platform central；Truss is the cone-shaped truss knot that steel-pipe welding is constituted
Structure, bottom truss, center with horizontally disposed four steel buoyancy tanks is fixed respectively, surveys wind platform and is fixed on truss
Top.
The beneficial effects of the utility model are:
This base structure can land fabrication, and can overall transportation by driving to infield, sunk by water filling or evacuation
Sinking can be quickly installed on sea bed；Installation process need not large-scale lifting boats and ships and pile driving barge, significantly
Shorten the time of offshore construction operation, the construction cost of engineering can be substantially reduced；After survey wind terminates, by filling
The mode of gas, it is possible to achieve the jacking of device entirety removes, it is achieved the zero of ocean engineering is remaining to remove.
Accompanying drawing explanation
Fig. 1 is this caisson type sea windfinding radar base structure schematic diagram.
Fig. 2 is this caisson type sea windfinding radar base structure schematic top plan view.
In figure: 1 steel buoyancy tank；2, skirtboard；3, soft raft；4, buoyancy tank diaphragm plate；5, truss；6, survey
Wind platform；7, railing；8, windfinding radar；9, stair；10, drain pipe and valve.
Detailed description of the invention
As a example by a kind of marine windfinding radar base structure, the present invention is further elaborated, below below
Embodiment can make those skilled in the art be more completely understood by the present invention, but limits the present invention never in any form.
Embodiment:
A kind of caisson type sea windfinding radar base structure, is made up of substructure, survey wind platform 6 and truss 5,
The tetragon stereochemical structure of the hollow that substructure is made up of 8 cuboid steel buoyancy tanks 1, wherein four steel float
The four edges of structure based on case 1, four additional steel buoyancy tank 1 is respectively arranged at four angles, on four edges
Steel buoyancy tank 1 is internal to be respectively equipped with 3-5 buoyancy tank diaphragm plate 4 and steel buoyancy tank 1 is divided into 4-6 sealed compartment,
Each sealed compartment is equipped with drain pipe and configures valve 10；Steel buoyancy tank 1 bottom is formed around skirtboard 2, skirtboard 2
Between be provided with skirtboard diaphragm plate, the position of skirtboard diaphragm plate is corresponding with upper steel buoyancy tank diaphragm plate 4, formed opening to
Under cavity structure, by being welded to connect between each structure, skirtboard 2 inserts seabed foundations caisson foundation is solid
Dingan County is contained in seabed, and horizontally disposed steel buoyancy tank 1 surrounding is equipped with soft raft 3 for erosion control；Survey wind platform 6
Being a square plate, be formed around railing 7, side is provided with stair 9, and windfinding radar 8 is arranged on survey wind platform
6 central authorities；The cone-shaped truss structure that truss 5 is constituted for steel-pipe welding, bottom truss 5 respectively be horizontally disposed with
The center of four steel buoyancy tanks 1 fix, survey wind platform 6 and be fixed on the top of truss 5.
In this embodiment, the square structure that caisson foundation is made up of 8 cuboid steel buoyancy tanks, the steel on four limits floats
Case length, width and height are respectively 15m, 2.5m, 1.5m, wall thickness 20mm；Steel buoyancy tank length, width and height size on four angles is divided
Not Wei 2.5m, 2.5m, 1.5m, wall thickness 20mm；3 road diaphragm plates, thickness of slab it is provided with inside the steel buoyancy tank on four limits
15mm；Bottom skirt thickness of slab 15mm, highly 0.7m；Tabula thickness of slab 15mm between skirtboard；Surveying wind platform is one
Square plate, the length of side is 3m, thickness 20mm；Truss is made up of steel-pipe welding, the caliber of steel pipe be 20cm,
Wall thickness is 10mm, a height of 25m of truss；It is equipped with soft raft in the range of caisson foundation surrounding 20m.
The installation steps of this device:
1) manufacture steel caisson the most in the factory, survey wind platform, steel truss, and be combined integral.
Including the accessory structure such as railing, stair；
2) valve is closed, it is ensured that be air in buoyancy tank；Overall structure is swum in sea, by towboat by it
Transport is to designated mounting place；
3) by buoyancy tank water-filling, basis sinks, and skirtboard inserts sea bed；
4) train of dress cavity body is taken out negative pressure, it is ensured that the bottom of caisson is in close contact with sea bed face；
5) by survey wind and thunder with being placed in platform central, survey wind work can be proceeded by.
Claims (1)
1. a caisson type sea windfinding radar base structure, it is characterised in that: by substructure, survey wind platform
Form with truss, the tetragon stereochemical structure of the hollow that substructure is made up of 8 cuboid steel buoyancy tanks, its
In the four edges of structure based on four steel buoyancy tanks, four additional steel buoyancy tank is respectively arranged at four angles, four
It is respectively equipped with 3-5 buoyancy tank diaphragm plate inside steel buoyancy tank on limit and steel buoyancy tank is divided into 4-6 sealed compartment,
Each sealed compartment is equipped with drain pipe and configures valve；Steel buoyancy tank bottom is formed around skirtboard, is provided with skirt between skirtboard
Plate diaphragm plate, the position of skirtboard diaphragm plate is corresponding with upper steel buoyancy tank diaphragm plate, forms the cavity knot that Open Side Down
Structure, by being welded to connect between each structure, skirtboard inserts seabed foundations and caisson foundation is fixedly mounted on seabed,
Horizontally disposed steel buoyancy tank surrounding is equipped with soft raft for erosion control；Surveying wind platform is a square plate, and surrounding sets
Having railing, side to be provided with stair, windfinding radar is arranged on survey wind platform central；Truss is that steel-pipe welding is constituted
Cone-shaped truss structure, bottom truss, center with horizontally disposed four steel buoyancy tanks is fixed respectively, surveys wind platform
It is fixed on the top of truss.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620438422.1U CN205653814U (en) | 2016-05-13 | 2016-05-13 | Marine wind finding radar foundation structure of caisson type |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620438422.1U CN205653814U (en) | 2016-05-13 | 2016-05-13 | Marine wind finding radar foundation structure of caisson type |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205653814U true CN205653814U (en) | 2016-10-19 |
Family
ID=57402228
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620438422.1U Expired - Fee Related CN205653814U (en) | 2016-05-13 | 2016-05-13 | Marine wind finding radar foundation structure of caisson type |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205653814U (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107542101A (en) * | 2017-09-28 | 2018-01-05 | 天津大学 | A kind of four floating drum buoyancy tank combined type foundation structures of sea and its construction method |
| CN107542102A (en) * | 2017-09-28 | 2018-01-05 | 天津大学 | A kind of five floating drum buoyancy tank combined type foundation structures of sea and its construction method |
| CN107630461A (en) * | 2017-09-28 | 2018-01-26 | 天津大学 | Four floating drum buoyancy tank foundation structures and its construction method on a kind of combined type sea |
| CN107630462A (en) * | 2017-09-28 | 2018-01-26 | 天津大学 | A kind of six floating drum buoyancy tank combined type foundation structures of sea and its construction method |
| CN107653895A (en) * | 2017-09-28 | 2018-02-02 | 天津大学 | Six floating drum buoyancy tank foundation structures and its construction method on a kind of combined type sea |
| CN107724414A (en) * | 2017-09-28 | 2018-02-23 | 天津大学 | Five floating drum buoyancy tank foundation structures and its construction method on a kind of combined type sea |
| 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 |
| CN107806108A (en) * | 2017-09-28 | 2018-03-16 | 天津大学 | Three floating drum buoyancy tank foundation structures and its construction method on a kind of combined type sea |
| CN113089712A (en) * | 2021-03-31 | 2021-07-09 | 河北工程大学 | Displacement device and method for large-scale prefabricated underwater mat |
-
2016
- 2016-05-13 CN CN201620438422.1U patent/CN205653814U/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107542101A (en) * | 2017-09-28 | 2018-01-05 | 天津大学 | A kind of four floating drum buoyancy tank combined type foundation structures of sea and its construction method |
| CN107542102A (en) * | 2017-09-28 | 2018-01-05 | 天津大学 | A kind of five floating drum buoyancy tank combined type foundation structures of sea and its construction method |
| CN107630461A (en) * | 2017-09-28 | 2018-01-26 | 天津大学 | Four floating drum buoyancy tank foundation structures and its construction method on a kind of combined type sea |
| CN107630462A (en) * | 2017-09-28 | 2018-01-26 | 天津大学 | A kind of six floating drum buoyancy tank combined type foundation structures of sea and its construction method |
| CN107653895A (en) * | 2017-09-28 | 2018-02-02 | 天津大学 | Six floating drum buoyancy tank foundation structures and its construction method on a kind of combined type sea |
| CN107724414A (en) * | 2017-09-28 | 2018-02-23 | 天津大学 | Five floating drum buoyancy tank foundation structures and its construction method on a kind of combined type sea |
| 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 |
| CN107806108A (en) * | 2017-09-28 | 2018-03-16 | 天津大学 | Three floating drum buoyancy tank foundation structures and its construction method on a kind of combined type sea |
| CN113089712A (en) * | 2021-03-31 | 2021-07-09 | 河北工程大学 | Displacement device and method for large-scale prefabricated underwater mat |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161019 Termination date: 20180513 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |