CN217580258U - Offshore wind power composite suction bucket foundation - Google Patents
Offshore wind power composite suction bucket foundation Download PDFInfo
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- CN217580258U CN217580258U CN202220739343.XU CN202220739343U CN217580258U CN 217580258 U CN217580258 U CN 217580258U CN 202220739343 U CN202220739343 U CN 202220739343U CN 217580258 U CN217580258 U CN 217580258U
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- suction bucket
- umbrella
- top surface
- plate
- offshore wind
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/70—Wind energy
- Y02E10/72—Wind turbines with rotation axis in wind direction
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/70—Wind energy
- Y02E10/727—Offshore wind turbines
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Abstract
The utility model provides an offshore wind-power composite suction bucket foundation, which comprises a suction bucket with a downward opening, an umbrella-shaped guard plate covering the suction bucket, a hollow steel pipe single pile and a support plate annularly connected from head to tail and surrounding the hollow steel pipe single pile; the upper end opening of the supporting plate is attached to the inner wall of the umbrella-shaped guard plate for connection, and the lower end opening of the supporting plate is attached to the top surface of the suction barrel for connection; the hollow steel pipe single pile penetrates through and is connected with the top surface of the suction bucket and the top of the umbrella-shaped guard plate; the top surface of the suction bucket is also provided with a drain hole. The technical scheme of the utility model, on the one hand through the integrated configuration that sets up suction bucket and hollow steel pipe single pile can effectual increase basic level and vertical bearing capacity, on the other hand sets up the washing away hole stroke that umbelliform backplate can prevent rivers from bringing effectively on this basis to the backup pad plays the effect of supplementary fixed overall structure fastness, thereby keeps the stability of whole basis.
Description
Technical Field
The utility model relates to an offshore wind power basis field, concretely relates to combination formula basis of hollow steel pipe single pile and suction bucket.
Background
Offshore wind power is a renewable clean energy source, has great commercial potential, and is in the golden period of rapid growth in China. The common offshore wind power foundation forms are various, and at present, the offshore wind power foundation forms are widely used for offshore wind power due to suction bucket foundations. The ocean pile foundation is in marine environment for a long time, and the pile foundation receives the effect of stormy waves class load for suction bucket basis produces great moment of flexure. In addition, the suction bucket foundation easily receives the impact of rivers, forms around the pile body and erodees the hole, reduces the buried depth of suction bucket formula foundation, leads to the foundation stability to descend, causes the potential safety hazard. Therefore, the safe operation of offshore wind power engineering in extreme weather and under severe scouring conditions cannot be guaranteed by using the traditional suction bucket foundation.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to overcome the shortcoming that exists among the prior art, provide one kind can adapt to extreme weather and wash away the stable and good marine wind power basis of the condition, bearing capacity.
In order to realize the purpose, the utility model discloses a technical scheme as follows:
a marine wind-power combined type suction bucket foundation comprises a suction bucket with a downward opening, an umbrella-shaped guard plate covering the suction bucket, a hollow steel pipe single pile and a supporting plate, wherein the supporting plate is annularly connected end to end and surrounds the hollow steel pipe single pile; the upper end opening of the supporting plate is attached to the inner wall of the umbrella-shaped protective plate for connection, and the lower end opening of the supporting plate is attached to the top surface of the suction barrel for connection; the hollow steel pipe single pile penetrates through and is connected with the top surface of the suction bucket and the top of the umbrella-shaped guard plate; the top surface of the suction bucket is also provided with a drain hole.
Further, the umbrella-shaped guard plate comprises a conical main body and a vertical plate connected to the lower edge of the conical main body and used for being fixed on the seabed; the conical body completely shrouds the suction bucket top.
Furthermore, the supporting plate is in a frustum shape with an upper end opening diameter larger than a lower end opening diameter.
Furthermore, the edge of an opening at the upper end of the supporting plate is vertically connected to the inner wall of the umbrella-shaped protective plate, and the edge of an opening at the lower end of the supporting plate and the top surface of the suction barrel are inclined by 45 degrees.
Furthermore, a reinforced rib plate is arranged on the top surface of the suction bucket; the reinforced rib plates divide the top surface of the suction bucket into a plurality of areas, and the drain holes are respectively and correspondingly arranged in the areas.
Further, the support plate comprises a steel plate and a concrete filler.
Furthermore, the ratio of the outer diameter to the height of the suction barrel is 1:2, and the wall thickness is 10-15 mm.
The technical scheme of the utility model, on the one hand through the integrated configuration that sets up suction bucket and hollow steel pipe single pile can effectual increase basic level and vertical bearing capacity, on the other hand sets up the washing away hole stroke that umbelliform backplate can prevent rivers from bringing effectively on this basis to the backup pad plays the effect of supplementary fixed overall structure fastness, thereby keeps the stability of whole basis.
Drawings
Fig. 1 is a schematic structural diagram of the utility model.
Fig. 2 is a top view of the suction bucket of the present invention.
Fig. 3 is a cross-sectional view of the support plate of the present invention.
Detailed Description
The present invention will be further described with reference to the accompanying drawings.
Reference is made to the accompanying drawings. The offshore wind power foundation of this embodiment includes suction bucket 1, umbelliform backplate 3, backup pad 4 and hollow steel pipe single pile 2. Wherein, the opening of the suction bucket 1 is arranged downwards. The umbrella-shaped guard plate 3 covers the suction barrel 1 and comprises a conical main body 30 and a vertical plate 31 connected to the lower edge of the conical main body 30 and vertically arranged, the conical main body 30 completely covers the top of the suction barrel 1, and therefore the conical main body 30 can play a role in preventing scouring. When the umbrella is installed and used, the vertical plate 31 is penetrated into the base to prevent water flow from entering the umbrella-shaped guard plate 3. Specifically, the vertical plate 31 is positioned below the top of the suction bucket 1, and the included angle between the side surface of the conical main body 30 and the axis is 45 degrees. The supporting plate 4 is in a shape of a frustum with an upper opening 40 having a diameter larger than a lower opening 41, wherein the upper opening 40 is vertically connected to the inner wall of the conical body 30 at an angle of 90 degrees, and the lower opening 41 is connected to the top surface of the suction barrel 1 at an angle of 45 degrees, so that the umbrella-shaped protecting plate 3 is connected to the suction barrel 1. The hollow steel pipe single pile 2 sequentially penetrates through the top surface of the suction barrel 1, the lower end opening of the supporting plate 4, the upper end opening of the supporting plate 4, the top of the umbrella-shaped guard plate 3 and the outer wall of the umbrella-shaped guard plate 3 to be connected with the penetrating openings of the suction barrel 1 and the umbrella-shaped guard plate 3.
Particularly, the top surface of the suction bucket 1 is also provided with a drain hole 5 and a reinforcing rib plate 6, the reinforcing rib plate 6 divides the top surface of the suction bucket 1 into a plurality of areas, and the drain holes 5 are respectively and correspondingly arranged in the areas. The support plate 4 comprises a steel plate 7 and a concrete filling 8.
Specifically, in the present embodiment, the ratio of the outer diameter to the height of the suction bucket 1 is preferably 1:2, the wall thickness is preferably 10 to 15mm, and the diameter of the top opening 9 is preferably 5cm; the thickness of the umbrella-shaped guard plate 3 is preferably 10 to 15mm.
When the embodiment is used: firstly, the hollow steel pipe single pile 2 can be penetrated into the seabed foundation by self weight, and then the top of the hollow steel pipe single pile 2 is hammered until the suction bucket 1 is penetrated into the seabed. Secondly, the water in the suction bucket 1 is drained through a drainage hole 5 on the top plate connected with a drainage system. Thirdly, the supporting plate 4 is sleeved into the hollow steel pipe single pile 2 and is placed above the suction bucket 1. Finally, the umbrella-shaped guard plate 3 can be penetrated into the seabed foundation through self weight.
It should be noted that the above describes example embodiments of the invention. However, it should be understood by those skilled in the art that the present invention is not limited to the above-described embodiments, which are only illustrative of the principles of the present invention, and that various changes and modifications may be made without departing from the scope of the present invention, and the changes and modifications are intended to fall within the scope of the present invention as claimed.
Claims (7)
1. An offshore wind power composite suction bucket foundation is characterized by comprising a suction bucket with a downward opening, an umbrella-shaped guard plate covering the suction bucket, a hollow steel pipe single pile and a support plate annularly connected end to end and surrounding the hollow steel pipe single pile; the upper end opening of the supporting plate is attached to the inner wall of the umbrella-shaped protective plate for connection, and the lower end opening of the supporting plate is attached to the top surface of the suction barrel for connection; the hollow steel pipe single pile penetrates through and is connected with the top surface of the suction bucket and the top of the umbrella-shaped guard plate; the top surface of the suction bucket is also provided with a drain hole.
2. The offshore wind-power composite suction bucket foundation of claim 1, wherein said umbrella-like shroud includes a conical body and risers attached to a lower edge of said conical body for attachment to the sea floor; the cone-shaped body completely shrouds the suction bucket top.
3. The offshore wind-power combined suction bucket foundation of any one of claims 1-2, wherein the support plate is in the shape of a frustum with an upper end opening diameter larger than a lower end opening diameter.
4. The offshore wind power combined suction bucket foundation of claim 3, wherein the upper opening edge of the supporting plate is vertically connected to the inner wall of the umbrella-shaped guard plate, and the lower opening edge of the supporting plate is inclined at 45 degrees to the top surface of the suction bucket.
5. The offshore wind-power composite suction bucket foundation of claim 3, wherein the top surface of the suction bucket is further provided with a reinforcing rib plate; the reinforced rib plates divide the top surface of the suction bucket into a plurality of areas, and the drain holes are respectively and correspondingly arranged in the areas.
6. The offshore wind power composite suction bucket foundation of claim 5, wherein said support plate comprises steel plate and concrete filler.
7. The offshore wind-power composite suction bucket foundation of claim 5, wherein the ratio of the outer diameter to the height of the suction bucket is 1:2, and the wall thickness is 10-15 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220739343.XU CN217580258U (en) | 2022-03-31 | 2022-03-31 | Offshore wind power composite suction bucket foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220739343.XU CN217580258U (en) | 2022-03-31 | 2022-03-31 | Offshore wind power composite suction bucket foundation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217580258U true CN217580258U (en) | 2022-10-14 |
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ID=83540661
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220739343.XU Active CN217580258U (en) | 2022-03-31 | 2022-03-31 | Offshore wind power composite suction bucket foundation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217580258U (en) |
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2022
- 2022-03-31 CN CN202220739343.XU patent/CN217580258U/en active Active
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