CN112627222A - Novel offshore wind power foundation applicable to shallow covering layer and construction method thereof - Google Patents

Novel offshore wind power foundation applicable to shallow covering layer and construction method thereof Download PDF

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Publication number
CN112627222A
CN112627222A CN202011502553.9A CN202011502553A CN112627222A CN 112627222 A CN112627222 A CN 112627222A CN 202011502553 A CN202011502553 A CN 202011502553A CN 112627222 A CN112627222 A CN 112627222A
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China
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pile
spiral
wind power
foundation
gravity disc
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CN112627222B (en
Inventor
罗仑博
张炜
闫俊义
徐海滨
牛玉龙
代加林
王卫
张泽超
于光明
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China Three Gorges Corp
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China Three Gorges Corp
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/42Foundations for poles, masts or chimneys
    • E02D27/425Foundations for poles, masts or chimneys specially adapted for wind motors masts
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/52Submerged foundations, i.e. submerged in open water
    • E02D27/525Submerged foundations, i.e. submerged in open water using elements penetrating the underwater ground
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • E02D5/56Screw piles

Abstract

The invention discloses a novel offshore wind power foundation suitable for a shallow covering layer and a construction method thereof, wherein the novel offshore wind power foundation comprises a single pile, wherein a gravity disc is fixedly arranged on the single pile, and a plurality of spiral piles are uniformly and fixedly arranged on the periphery of the gravity disc; adjacent spiral piles are fixedly connected with each other to form an integral structure. The uplift bearing capacity and the horizontal bearing capacity of the foundation are improved through the spiral pile and the gravity disc, the horizontal displacement of the pile body is reduced, and the bending moment of the pile body is reduced; by splicing the spiral piles, the gravity disc and the single piles and rigidly connecting the spiral piles, various mechanical indexes of the whole foundation are improved; therefore, the engineering requirement of safe and stable operation of offshore wind power is met under the condition that a single pile is not required to be embedded into bedrock.

Description

Novel offshore wind power foundation applicable to shallow covering layer and construction method thereof
Technical Field
The invention relates to the technical field of offshore wind power, in particular to a novel foundation of offshore wind power suitable for a shallow covering layer and a construction method thereof.
Background
The coupling effect of the offshore wind power generation set on bearing environmental loads such as wind, wave and current in the whole life cycle requires that the offshore wind power foundation needs to have good composite bearing performance, including horizontal bearing capacity, bending moment bearing capacity, vertical bearing capacity and uplift bearing capacity. At present, the offshore wind power infrastructure cost accounts for about 30% of the total construction cost of offshore wind power plants in deep sea areas with deep water depth, and the subsidy of the offshore wind power grid-connection electricity price is cancelled at the end of 2021 along with the change of the national new energy subsidy policy. Therefore, cost reduction and efficiency improvement become important in the development of the offshore wind power industry, and a novel basic form of offshore wind power needs to be developed urgently.
The geological conditions of various sea areas in China have large differences, such as shallow covering layers of Guangdong and Fujian sea areas. In order to meet the continuously increased capacity of the fan unit, the bearing capacity of the offshore wind power foundation is required to be increased, so that the pile diameter of the foundation needs to be correspondingly increased, and even rock-socketed construction needs to be carried out. At present, the single pile foundation accounts for more than 80% in offshore wind power construction, is regarded as the most mature foundation type, and has the advantages of simple manufacture, short construction period and the like. However, large drilling equipment is required to drill holes in single-pile socketed rock construction, and compared with pile driving construction in a covering layer, the technical process is more complex, the technical difficulty is higher, the risk of hole collapse is high, the difficulty in controlling the construction progress is high, and the construction cost is more expensive. Meanwhile, the shallow covering layer rock-socketed pile needs to be deeper due to the fact that enough horizontal load resisting capacity is improved, the fixed end of a single pile is deeper, the bending moment borne by the single pile is larger, and the needed strength of the single pile is higher. In addition, for shallow overburden sea areas, the gravity type shallow foundation is widely applied, has the characteristics of good economy and wide application range, has extremely excellent vertical ultimate bearing capacity, and is a foundation form with good application prospect. But compared with the vertical bearing performance, the anti-overturning and anti-sliding device is weak in anti-pulling performance, and has a certain engineering risk when being applied to the offshore wind power foundation.
Based on the not enough of current marine wind power basis, the urgent need provides a novel marine wind turbine foundation, makes it can be applicable to shallow overburden, makes the single pile need not deep embedding basement rock through novel basis, on the basis that satisfies vertical bearing capacity, more can satisfy level and moment of flexure bearing capacity, reduces the construction degree of difficulty and cost, improves the construction speed, provides the certain ground scour prevention ability simultaneously to guarantee the safety and stability operation of fan.
Disclosure of Invention
The invention aims to solve the problem of insufficient type of the current offshore wind power foundation with a shallow covering layer, solve the difficult problems of high construction difficulty, high cost, long construction period and the like in rock-socketed construction of a single-pile foundation and provide a novel offshore wind power foundation suitable for the shallow covering layer and a construction method thereof, the invention mainly increases the rigidity of soil mass around a pile by adding a gravity disc, improves the anti-overturning capacity and the anti-scouring capacity of the foundation, improves the pulling-resistant bearing capacity and the horizontal bearing capacity of the foundation by using a spiral pile and the gravity disc, reduces the horizontal displacement of a pile body and reduces the bending moment of the pile body; by splicing the spiral piles, the gravity disc and the single piles and rigidly connecting the spiral piles, various mechanical indexes of the whole foundation are improved; therefore, the engineering requirement of safe and stable operation of offshore wind power is met under the condition that a single pile is not required to be embedded into bedrock.
In order to achieve the technical features, the invention is realized as follows: a novel offshore wind power foundation suitable for a shallow covering layer comprises a single pile, wherein a gravity disc is fixedly installed on the single pile, and a plurality of spiral piles are uniformly and fixedly installed on the periphery of the gravity disc; adjacent spiral piles are fixedly connected with each other to form an integral structure.
The single pile adopts a large-diameter steel pipe pile; and a lantern ring used for fixing the gravity disc is arranged on the single pile, so that a rigid connection is formed between the single pile and the gravity disc.
The gravity disc comprises a gravity disc foundation, and a central ring is arranged at the central part of the gravity disc foundation; the single pile penetrates through the center ring, and the single pile and the center ring form contact fit; on the basis of the gravity disc, a plurality of connecting rod pieces are uniformly distributed and fixed by taking the center ring as the center, a spiral pile mounting seat for mounting a spiral pile is fixed at the other end of each connecting rod piece, and a plurality of bolts are uniformly distributed on the inner side wall of the spiral pile mounting seat.
The gravity disc foundation is of a concrete structure or a filler structure; the concrete structure adopts an integral prefabricated structure form on the shore; the filler structure adopts cemented rockfill, the cemented rockfill is filled with loose rockfill, and cemented rockfill and structured cemented rockfill with high water permeability are formed by an underwater grouting technology.
The spiral pile comprises a steel pipe pile, spiral pile blades are arranged on the outer wall of the steel pipe pile and along the length direction of the steel pipe pile, a spiral pile head is arranged at the bottom end of the steel pipe pile, and a spiral pile bolt hole used for being matched with a bolt of a gravity disc is formed in the top end of the steel pipe pile.
The top of spiral pile is provided with and is used for dismantling the spiral pile installation adapting unit that links to each other fast with the pile body construction equipment that sinks, and spiral pile installation adapting unit is including fixing the spiral pile installation key on steel-pipe pile top, and spiral pile installation key links to each other with the spiral pile installation keyway cooperation of the transfer line bottom of the pile body construction equipment that sinks to the transmission moment of torsion.
The spiral pile blades are in an annular arc shape, and the inclination angle, the number, the interval and the diameter of the blades can be selectively used according to geological conditions and the load of a fan unit.
The structural pattern of the gravity disc and the array arrangement mode of the spiral piles can be triangular, square, hexagonal or circular; the number and the array arrangement mode of the spiral piles can be selected, adjusted and used according to different geological conditions and loads of the fan set.
The section of the gravity disc foundation is rectangular or trapezoidal.
The construction method of the novel foundation of offshore wind power suitable for the shallow covering layer comprises the following steps:
the method comprises the following steps: sinking all the spiral piles to the designed pile positions one by using an offshore self-elevating platform or an offshore wind power construction ship, connecting the spiral piles to the top ends of the spiral piles by matching a construction ship connecting rod with a spiral pile mounting connecting part, screwing the spiral piles into a covering layer, and reversely twisting the connecting rod to realize the separation of the spiral pile mounting connecting part after the spiral piles reach the designed depth;
step two: hoisting and sinking the gravity disc, enabling all the spiral pile mounting seats to penetrate all the spiral piles, and enabling the bolts in the spiral pile mounting seats to be in butt joint with the bolt holes of the spiral piles by utilizing the self weight or the external pressure action of the gravity disc; then, pouring hydraulic concrete into the screw pile mounting seat through underwater grouting equipment to realize rigid connection between the screw pile and the gravity disc;
step three: the single pile is hoisted and sunk and penetrates through the center ring, part of the single pile is partially penetrated below a mud surface under the action of dead weight or external pressure, then the single pile is driven to the designed depth through pile sinking equipment, namely when a single pile lantern ring is contacted with the center ring of the gravity disc, then hydraulic concrete is poured into the center ring through underwater grouting equipment, and after the concrete has enough strength, the single pile, the spiral pile and the gravity disc form an integral load.
The invention has the following beneficial effects:
1. the invention provides a novel offshore wind power foundation suitable for a shallow covering layer and a construction method thereof.
2. The gravity disc increases the rigidity of soil around the pile, improves the anti-overturning capacity and the anti-scouring capacity of the foundation, the spiral pile and the gravity disc improve the anti-pulling bearing capacity and the horizontal bearing capacity of the foundation, reduce the horizontal displacement of the pile body, and reduce the bending moment of the pile body, thereby improving the composite bearing capacity of the foundation under long-term cyclic load and extreme working conditions.
3. In addition, the spiral pile is flexible in installation and construction, safe and economical. The underwater grouting construction technology is mature, and the single pile, the spiral pile and the gravity disc can be connected.
4. Finally, the rockfill can be made of various materials, and can be connected into a water-permeable or water-impermeable rigid or flexible structure through materials such as gel and the like.
Drawings
The invention is further illustrated by the following figures and examples.
Fig. 1 is a front view of a novel foundation for offshore wind power suitable for shallow overburden according to the present invention.
Fig. 2 is a top view of the novel foundation of the offshore wind power plant of fig. 1.
Fig. 3 is a front view of a mono-pile of the new foundation of the offshore wind power plant of fig. 1.
Fig. 4 is a top plan view of a mono-pile of the novel foundation of the offshore wind power plant of fig. 3.
Fig. 5 is a front view of a gravity tray of the novel foundation of the offshore wind power plant of fig. 1.
Fig. 6 is a top view of the screw pile mount of the gravity plate of fig. 5.
Fig. 7 is a front view of a screw pile of the novel foundation of the offshore wind power plant of fig. 1.
Fig. 8 is a schematic view of the installation of the screw pile of fig. 7.
Fig. 9 is a schematic view of the screw pile installation connection member of fig. 8.
Fig. 10 to 11 are sectional views of modified examples of the screw pile according to an embodiment of the present invention.
Fig. 12 is a sectional view of a modified example of the gravity plate according to the embodiment of the present invention.
Fig. 13 to 15 are top views of modified examples of the gravity plate according to the embodiment of the present invention.
In the figure: the device comprises a single pile 1, a spiral pile 2 and a gravity disc 3; a lantern ring 1-1; 2-1 parts of steel pipe piles, 2-2 parts of spiral pile blades, 2-3 parts of spiral pile heads, 2-4 parts of spiral pile bolt holes and 2-5 parts of spiral pile installation connecting components; a spiral pile mounting key 2-5-1 and a spiral pile mounting key slot 2-5-2; 3-1 parts of a central ring, 3-2 parts of a connecting rod piece, 3-3 parts of a spiral pile mounting seat, 3-4 parts of a gravity disc foundation and 3-5 parts of a bolt.
Detailed Description
Embodiments of the present invention will be further described with reference to the accompanying drawings.
Example 1:
referring to fig. 1-15, a novel foundation for offshore wind power suitable for a shallow covering layer comprises a single pile 1, wherein a gravity disc 3 is fixedly installed on the single pile 1, and a plurality of spiral piles 2 are uniformly and fixedly installed on the periphery of the gravity disc 3; the adjacent spiral piles 2 are fixedly connected with each other to form an integral structure. The foundation adopting the structure is spliced and rigidly connected with the spiral piles, the gravity disc and the single pile, so that various mechanical indexes of the whole foundation are improved. Therefore, the engineering requirement of safe and stable operation of offshore wind power is met under the condition that a single pile is not required to be embedded into bedrock.
Further, the single pile 1 adopts a large-diameter steel pipe pile; a collar 1-1 for fixing the gravity disc 3 is arranged on the mono pile 1 and forms a rigid connection between the two. A reliable connection of the monopile 1 to the gravity plate 3 is ensured by the above-mentioned collar 1-1.
Further, the gravity disc 3 comprises a gravity disc foundation 3-4, and a center ring 3-1 is arranged at the center of the gravity disc foundation 3-4; the single pile 1 penetrates through the central ring 3-1, and the single pile and the central ring form contact fit; a plurality of connecting rod pieces 3-2 are uniformly and fixedly arranged on the gravity disc foundation 3-4 by taking the central ring 3-1 as the center, a spiral pile mounting seat 3-3 for mounting the spiral pile 2 is fixedly arranged at the other end of each connecting rod piece 3-2, and a plurality of bolts 3-5 are uniformly and fixedly arranged on the inner side wall of each spiral pile mounting seat 3-3. The anti-overturning capacity of the single pile 1 is effectively enhanced through the gravity disc 3, and the bearing capacity of the single pile is enhanced.
Further, the gravity disc foundation 3-4 is of a concrete structure or a filler structure; the concrete structure adopts an integral prefabricated structure form on the shore; the filler structure adopts cemented rockfill, the cemented rockfill is filled with loose rockfill, and cemented rockfill and structured cemented rockfill with high water permeability are formed by an underwater grouting technology. By adopting the various different structural forms, the adaptability of the device is enhanced.
Further, the spiral pile 2 comprises a steel pipe pile 2-1, spiral pile blades 2-2 are arranged on the outer wall of the steel pipe pile 2-1 along the length direction of the steel pipe pile, a spiral pile head 2-3 is arranged at the bottom end of the steel pipe pile 2-1, and a spiral pile bolt hole 2-4 used for being matched with a bolt 3-5 of the gravity disc 3 is arranged at the top end of the steel pipe pile 2-1. By means of the screw pile 2, which is drilled below the cover layer, the load-bearing capacity of the gravity plate 3 is increased.
Further, a spiral pile mounting connecting part 2-5 used for being quickly detached and connected with the pile body sinking construction equipment is arranged at the top of the spiral pile 2, the spiral pile mounting connecting part 2-5 comprises a spiral pile mounting key 2-5-1 fixed at the top end of the steel pipe pile 2-1, and the spiral pile mounting key 2-5-1 is matched and connected with a spiral pile mounting key groove 2-5-2 at the bottom end of a transmission rod of the pile body sinking construction equipment and transmits torque. Through the spiral pile installation connecting part 2-5, the spiral pile 2 can be quickly connected with construction equipment in the construction process, and further torque is transmitted.
Further, the spiral pile blades 2-2 are in an annular arc shape, and the inclination angle, the number, the interval and the diameter of the blades can be selected according to geological conditions and the load of a fan unit. The structure ensures that the drill can smoothly drill in.
Further, the structural pattern of the gravity disc 3 and the array arrangement of the screw piles 2 can be triangular, square, hexagonal or circular; the number and the array arrangement mode of the spiral piles 2 can be selected, adjusted and used according to different geological conditions and loads of the fan units.
Further, the section of the gravity disc foundation 3-4 is rectangular or trapezoidal.
Example 2:
the construction method of the novel foundation of offshore wind power suitable for the shallow covering layer comprises the following steps:
the method comprises the following steps: sinking all the spiral piles 2 to the designed pile positions one by using an offshore self-elevating platform or an offshore wind power construction ship, connecting the spiral piles 2 to the top ends of the spiral piles 2 by matching construction ship connecting rods with spiral pile installation connecting parts 2 to 5, screwing the spiral piles 2 into a covering layer, and reversely twisting the connecting rods to realize the separation of the spiral pile installation connecting parts 2 to 5 after the design depth is reached;
step two: hoisting and sinking the gravity disc 3, enabling all the spiral pile installation seats 3-3 to penetrate through all the spiral piles 2, and enabling the bolts 3-5 in the spiral pile installation seats 3-3 to be in butt joint with the bolt holes 2-4 of the spiral piles by utilizing the self weight or the external pressure action of the gravity disc 3; then, pouring hydraulic concrete into the screw pile mounting seat 3-3 through underwater grouting equipment to realize rigid connection of the screw pile 2 and the gravity disc 3;
step three: the single pile 1 is hoisted and sunk to penetrate through the central ring 3-1, part of the single pile is penetrated below a mud surface under the action of dead weight or external pressure, then the single pile 1 is driven to the designed depth through pile sinking equipment, namely when the single pile lantern ring 1-1 is contacted with the central ring of the gravity disc, then hydraulic concrete is poured into the central ring 3-1 through underwater grouting equipment, and after the concrete has enough strength, the single pile, the spiral pile and the gravity disc form integral load.
According to the invention, a plurality of screw piles with different lengths and different blade numbers form a combination body through a connecting rod piece and a central single pile foundation, a central single pile is driven into a foundation, and the central single pile and a central cylinder are connected into a whole through grouting; anchoring the connecting piece and the single pile foundation through grouting; finally, rockfill and gel medium are added into the connecting groove to form a whole with the central single pile and the spiral pile; through implementing, can not only adapt to bigger depth of water, but also avoided the problem that single pile basis socketed is with high costs, the screw pile of different length, blade difference can increase great antidumping and resistance to plucking bearing capacity. In addition, the gel stone pestle in the connecting groove can not only permeate water, but also play a role in preventing scouring. Meanwhile, the method also has the advantages of low investment cost, high construction speed and the like.

Claims (10)

1. The utility model provides a novel basis of offshore wind power suitable for shallow overburden, its characterized in that: the single pile comprises a single pile (1), wherein a gravity disc (3) is fixedly arranged on the single pile (1), and a plurality of spiral piles (2) are uniformly and fixedly arranged on the periphery of the gravity disc (3); the adjacent spiral piles (2) are fixedly connected with each other to form an integral structure.
2. The novel foundation of offshore wind power suitable for shallow overburden as recited in claim 1, wherein: the single pile (1) adopts a large-diameter steel pipe pile; a lantern ring (1-1) for fixing the gravity disc (3) is arranged on the single pile (1) and forms a rigid connection between the single pile and the gravity disc.
3. The novel foundation of offshore wind power suitable for shallow overburden as claimed in claim 1 or 2, wherein: the gravity disc (3) comprises a gravity disc foundation (3-4), and a central ring (3-1) is arranged at the central part of the gravity disc foundation (3-4); the single pile (1) penetrates through the center ring (3-1), and the single pile and the center ring form contact fit; a plurality of connecting rod pieces (3-2) are uniformly distributed and fixed on the gravity disc foundation (3-4) by taking the central ring (3-1) as the center, a spiral pile mounting seat (3-3) for mounting the spiral pile (2) is fixed at the other end of each connecting rod piece (3-2), and a plurality of bolts (3-5) are uniformly distributed and arranged on the inner side wall of each spiral pile mounting seat (3-3).
4. The novel foundation of offshore wind power suitable for shallow overburden as claimed in claim 3, wherein: the gravity disc foundation (3-4) adopts a concrete structure or a filler structure; the concrete structure adopts an integral prefabricated structure form on the shore; the filler structure adopts cemented rockfill, the cemented rockfill is filled with loose rockfill, and cemented rockfill and structured cemented rockfill with high water permeability are formed by an underwater grouting technology.
5. The novel foundation of offshore wind power suitable for shallow overburden as recited in claim 1, wherein: the spiral pile (2) comprises a steel pipe pile (2-1), spiral pile blades (2-2) are arranged on the outer wall of the steel pipe pile (2-1) along the length direction of the steel pipe pile, a spiral pile head (2-3) is arranged at the bottom end of the steel pipe pile (2-1), and spiral pile bolt holes (2-4) matched with bolts (3-5) of the gravity disc (3) are formed in the top end of the steel pipe pile (2-1).
6. The novel foundation of offshore wind power suitable for shallow overburden as claimed in claim 1 or 5, wherein: the spiral pile installing and connecting part (2-5) used for being quickly detached and connected with the pile body sinking construction equipment is arranged at the top of the spiral pile (2), the spiral pile installing and connecting part (2-5) comprises a spiral pile installing key (2-5-1) fixed at the top end of the steel pipe pile (2-1), and the spiral pile installing key (2-5-1) is matched and connected with a spiral pile installing key groove (2-5-2) at the bottom end of a transmission rod of the pile body sinking construction equipment and transmits torque.
7. The novel foundation of offshore wind power suitable for shallow overburden as recited in claim 5, wherein: the spiral pile blades (2-2) are in an annular arc shape, and the inclination angle, the number, the interval and the diameter of the blades can be selected according to geological conditions and the load of a fan unit.
8. The novel foundation of offshore wind power suitable for shallow overburden as recited in claim 1, wherein: the structural pattern of the gravity disc (3) and the array arrangement mode of the spiral piles (2) can be triangular, square, hexagonal or circular; the number and the array arrangement mode of the spiral piles (2) can be selected and adjusted according to different geological conditions and loads of the fan units.
9. The novel foundation of offshore wind power suitable for shallow overburden as claimed in claim 3, wherein: the section of the gravity disc foundation (3-4) is rectangular or trapezoidal.
10. The method for constructing a novel foundation for offshore wind power suitable for shallow overburden as recited in any of claims 1 to 9, comprising the steps of:
the method comprises the following steps: sinking all the spiral piles (2) to a designed pile position one by using an offshore self-elevating platform or an offshore wind power construction ship, connecting the spiral piles (2) to the top ends of the spiral piles (2) by matching a construction ship connecting rod with spiral pile mounting connecting parts (2-5), screwing the spiral piles (2) into a covering layer, and reversely twisting the connecting rod to realize the separation of the spiral pile mounting connecting parts (2-5) after reaching the designed depth;
step two: hoisting and sinking the gravity disc (3), enabling all the spiral pile installation seats (3-3) to penetrate through all the spiral piles (2), and enabling the bolts (3-5) in the spiral pile installation seats (3-3) to be in butt joint with the bolt holes (2-4) of the spiral piles by utilizing the self weight or the external pressure action of the gravity disc (3); then, pouring hydraulic concrete into the screw pile mounting seat (3-3) through underwater grouting equipment to realize rigid connection between the screw pile (2) and the gravity disc (3);
step three: the single pile (1) is hoisted, sunk and penetrates through the central ring (3-1), part of the single pile is partially penetrated below a mud surface under the action of dead weight or external pressure, then the single pile (1) is driven to the designed depth through pile sinking equipment, namely when the single pile lantern ring (1-1) is contacted with the central ring of the gravity disc, then hydraulic concrete is poured into the central ring (3-1) through underwater grouting equipment, and after the concrete has sufficient strength, the single pile, the spiral pile and the gravity disc form integral load.
CN202011502553.9A 2020-12-17 2020-12-17 Novel offshore wind power foundation applicable to shallow covering layer and construction method thereof Active CN112627222B (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113175004A (en) * 2021-04-25 2021-07-27 中国长江三峡集团有限公司 Anti-scouring device and method for offshore wind power single-pile foundation
CN113373965A (en) * 2021-07-30 2021-09-10 中国华能集团清洁能源技术研究院有限公司 Offshore wind power single-pile foundation device capable of preventing scouring

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110984213A (en) * 2019-12-19 2020-04-10 中国长江三峡集团有限公司 Offshore wind power single pile-friction cone composite foundation and construction method thereof
CN110984212A (en) * 2019-12-19 2020-04-10 中国长江三峡集团有限公司 Offshore wind turbine combined single-pile foundation and construction method
CN110984214A (en) * 2019-12-19 2020-04-10 中国长江三峡集团有限公司 Offshore wind power single pile-wing plate-rockfill composite foundation and construction method thereof
CN211646450U (en) * 2019-12-19 2020-10-09 中国长江三峡集团有限公司 Offshore wind power single pile-wing plate-rockfill composite foundation
CN211646449U (en) * 2019-12-19 2020-10-09 中国长江三峡集团有限公司 Combined single-pile foundation of offshore wind turbine

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110984213A (en) * 2019-12-19 2020-04-10 中国长江三峡集团有限公司 Offshore wind power single pile-friction cone composite foundation and construction method thereof
CN110984212A (en) * 2019-12-19 2020-04-10 中国长江三峡集团有限公司 Offshore wind turbine combined single-pile foundation and construction method
CN110984214A (en) * 2019-12-19 2020-04-10 中国长江三峡集团有限公司 Offshore wind power single pile-wing plate-rockfill composite foundation and construction method thereof
CN211646450U (en) * 2019-12-19 2020-10-09 中国长江三峡集团有限公司 Offshore wind power single pile-wing plate-rockfill composite foundation
CN211646449U (en) * 2019-12-19 2020-10-09 中国长江三峡集团有限公司 Combined single-pile foundation of offshore wind turbine

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113175004A (en) * 2021-04-25 2021-07-27 中国长江三峡集团有限公司 Anti-scouring device and method for offshore wind power single-pile foundation
CN113175004B (en) * 2021-04-25 2022-06-07 中国长江三峡集团有限公司 Anti-scouring device and method for offshore wind power single-pile foundation
CN113373965A (en) * 2021-07-30 2021-09-10 中国华能集团清洁能源技术研究院有限公司 Offshore wind power single-pile foundation device capable of preventing scouring

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