Buoyancy tank structure, composite cylinder foundation assembly and transportation method of composite cylinder foundation
阅读说明:本技术 浮箱结构、复合筒基础组件及复合筒基础的运输方法 (Buoyancy tank structure, composite cylinder foundation assembly and transportation method of composite cylinder foundation ) 是由 闵巧玲 赵胜国 孔德煌 贺广零 贾沼霖 逯鹏 崔文涛 宋云峰 张健翔 于嘉 于 2020-07-16 设计创作,主要内容包括:本发明涉及风机基础技术领域,具体涉及一种浮箱结构、复合筒基础组件及复合筒基础的运输方法。浮箱结构适于与复合筒基础(20)的边舱(21)配合,其包括:浮箱(10);排水部件,设置在浮箱(10)上,以在其工作时对浮箱(10)排水使浮箱结构上浮;充水部件,设置在浮箱(10)上,以在其工作时对浮箱(10)充水使浮箱结构下沉;其中,排水部件和充水部件中的一个处于工作时,排水部件和充水部件中的另一个处于不工作。本发明的技术方案通过浮箱结构提供一部分浮力,便于拖运,有效地解决了现有技术中复合筒基础的运输方式单一的问题。(The invention relates to the technical field of fan foundations, in particular to a buoyancy tank structure, a composite cylinder foundation assembly and a transportation method of a composite cylinder foundation. The buoyancy tank structure is adapted to cooperate with a side compartment (21) of a composite barrel foundation (20), comprising: a buoyancy tank (10); the drainage component is arranged on the buoyancy tank (10) and used for draining the buoyancy tank (10) to enable the buoyancy tank structure to float upwards when the drainage component works; the water filling part is arranged on the buoyancy tank (10) so as to fill water into the buoyancy tank (10) to enable the buoyancy tank structure to sink when the water filling part works; wherein, when one of the water discharging component and the water filling component is in work, the other one of the water discharging component and the water filling component is not in work. According to the technical scheme, a part of buoyancy is provided through the buoyancy tank structure, so that the towing is facilitated, and the problem that the transportation mode of the composite cylinder foundation in the prior art is single is effectively solved.)
1. A pontoon structure adapted to cooperate with a sidecar (21) of a composite drum foundation (20), comprising:
a buoyancy tank (10);
a drainage member provided on the buoyancy tank (10) to drain the buoyancy tank (10) to float the buoyancy tank structure when it is operated;
the water filling component is arranged on the buoyancy tank (10) and used for filling water into the buoyancy tank (10) to enable the buoyancy tank structure to sink when the buoyancy tank works;
wherein one of the water discharging part and the water filling part is in operation, and the other of the water discharging part and the water filling part is not in operation.
2. A buoyancy tank structure according to claim 1, wherein the buoyancy tank (10) is provided with an access hole (11), and the drainage member comprises:
a drain pump disposed in the float chamber (10);
and one end of the drainage pipeline is connected with the drainage pump, and the other end of the drainage pipeline penetrates out of the inlet and outlet hole (11).
3. The pontoon structure according to claim 2, further comprising a protective mat (30), the protective mat (30) wrapping the top and side walls of the pontoon (10).
4. A buoyancy tank structure according to claim 3, wherein the access hole (11) is provided in the top wall of the buoyancy tank (10), at least part of the drainage pipe is provided in the pad (30), and/or the pad (30) has a thickness of 0.5m to 1 m.
5. The pontoon structure according to claim 2, wherein the diameter of the access holes (11) is 2-4 times the diameter of the top exhaust holes (22) of the composite cylinder foundation (20).
6. The pontoon structure according to claim 2, wherein the water filling member comprises:
the water filling pump is arranged on the outer wall of the buoyancy tank (10);
and one end of the water inlet pipeline is connected with the water filling pump, and the other end of the water inlet pipeline extends into the floating box (10) from the inlet and outlet hole (11).
7. The pontoon structure according to claim 6, wherein the charge pump is arranged on the bottom wall of the pontoon (10).
8. The pontoon structure according to claim 1, wherein the depth of the pontoon (10) is 1.2-1.5 times the depth of the composite cylinder foundation (20), and/or wherein the pontoon (10) is of a fan-shaped structure, and/or wherein the top of the pontoon (10) is provided with a distance sensor.
9. A composite drum base assembly, comprising a composite drum base (20) and a pontoon structure, the composite drum base (20) having a plurality of side compartments (21), the pontoon structure being provided in at least some of the plurality of side compartments (21), the pontoon structure being as claimed in any one of claims 1 to 8.
10. The composite drum base assembly according to claim 9, wherein a plurality of said pontoon structures are distributed in an annular array in the center of the composite drum base (20).
11. The method for transporting the composite cylinder foundation is characterized by comprising the following steps of:
step S10: filling the buoyancy tanks (10) with water through the water filling parts of the buoyancy tank structures so as to enable the buoyancy tank structures to sink into the water;
step S20: placing a plurality of said pontoon structures below a composite drum foundation (20);
step S30: draining the buoyancy tanks (10) through drainage components of the buoyancy tank structures, and enabling a plurality of buoyancy tank structures to float upwards and enter into side cabins (21) of the composite cylinder bases (20) corresponding to the buoyancy tank structures to form composite cylinder base assemblies;
step S40: wet-dragging the composite drum base assembly to a sinking position;
step S50: and filling a buoyancy tank (10) in the composite cylinder foundation assembly with water through the water filling component, wherein the buoyancy tank structure sinks and is separated from the composite cylinder foundation (20).
12. The method of transporting a composite drum foundation according to claim 11, wherein the pontoon structure is submerged in a quay basin in step S10.
13. The method for transporting a composite drum foundation according to claim 12, wherein the composite drum foundation (20) is hoisted above the buoyancy tank structure by a crane apparatus and the top vent hole (22) of the composite drum foundation (20) is opened in step S20.
14. The method of transporting a composite cylinder foundation according to claim 13, wherein a plurality of said pontoon structures are connected to a port fixture by cables in step S20 such that each of said pontoon structures is located directly below its corresponding sidecar (21).
15. The method for transporting a composite drum foundation according to claim 14, further comprising the following steps between step S20 and step S30:
step S21: and (3) lowering the composite cylinder foundation (20) to the bottom of the composite cylinder foundation to enter water, simultaneously, enabling each buoyancy tank structure to enter a side cabin (21) corresponding to the buoyancy tank structure, and detaching the cable from the buoyancy tank structure.
16. The method for transporting a composite drum foundation according to claim 15, further comprising the following steps between step S21 and step S30:
step S22: and when the composite cylinder foundation (20) is lowered to the crane equipment and is not stressed, the connecting device for connecting the composite cylinder foundation (20) and the crane equipment is disassembled.
17. The method of transporting a composite drum foundation according to claim 11, wherein in step S10, the pontoon structure is submerged in seawater at a wet-towed location, wherein the water depth at the wet-towed location is deeper than the water depth at the submerged location.
18. The method for transporting a composite drum foundation according to claim 17, further comprising the following steps before step S10:
in step S01, the composite tube base (20) and the plurality of buoyancy tank structures are dry-held from the quay to the wet-towed position by a vessel, and the composite tube base (20) and the plurality of buoyancy tank structures are hoisted into the sea by crane equipment on the vessel and the top vent hole (22) of the composite tube base (20) is closed.
19. The method for transporting a composite cylinder foundation according to claim 18, wherein in step S30, a plurality of the pontoon structures are towed by a tug boat directly under the side tanks (21) corresponding thereto.
20. The method of transporting a composite barrel foundation of claim 11,
stopping draining the buoyancy tank (10) after the top of the buoyancy tank structure is in contact with the top plate of the composite cylinder foundation (20) in step S30, and/or,
wet towing the composite drum base assembly to the sinking position by a tow vessel in step S40, and/or,
the buoyancy tank structures are distributed in an annular array in the center of the composite cylinder base (20).
Technical Field
The invention relates to the technical field of fan foundations, in particular to a buoyancy tank structure, a composite cylinder foundation assembly and a transportation method of a composite cylinder foundation.
Background
At present, a composite cylinder type foundation is a novel offshore wind turbine foundation type, the composite cylinder type foundation is provided with a top seal and a bottom opening, a honeycomb-shaped cabin dividing plate is arranged inside the composite cylinder type foundation, and the composite cylinder type foundation has the advantages of negative pressure sinking, convenience in leveling and the like.
Disclosure of Invention
The invention mainly aims to provide a buoyancy tank structure, a composite cylinder foundation assembly and a transportation method of a composite cylinder foundation, and aims to solve the problem that the transportation mode of the composite cylinder foundation in the prior art is single.
To achieve the above object, the present invention provides a buoyancy tank structure adapted to cooperate with a side tank of a composite cylinder foundation, comprising: a buoyancy tank; the drainage component is arranged on the buoyancy tank and used for draining water to the buoyancy tank to enable the buoyancy tank structure to float when the buoyancy tank works; the water filling part is arranged on the buoyancy tank so as to fill water into the buoyancy tank to enable the buoyancy tank structure to sink when the buoyancy tank works; wherein, when one of the water discharging component and the water filling component is in work, the other one of the water discharging component and the water filling component is not in work.
Further, be equipped with into business turn over hole on the flotation tank, drainage component includes: the drainage pump is arranged in the buoyancy tank; and one end of the drainage pipeline is connected with the drainage pump, and the other end of the drainage pipeline penetrates out of the inlet and outlet hole.
Furthermore, the buoyancy tank structure also comprises a protection pad, and the protection pad wraps the top wall and the side wall of the buoyancy tank.
Furthermore, the inlet and outlet holes are arranged on the top wall of the floating box, at least part of the drainage pipeline is arranged in the protective pad, and/or the thickness of the protective pad is 0.5 m-1 m.
Further, the diameter of the inlet and outlet hole is 2-4 times of the diameter of the top exhaust hole of the composite cylinder base.
Further, the water filling part includes: the water filling pump is arranged on the outer wall of the buoyancy tank; one end of the water inlet pipeline is connected with the water filling pump, and the other end of the water inlet pipeline extends into the floating box from the inlet and outlet hole.
Further, the water filling pump is arranged on the bottom wall of the buoyancy tank.
Further, the depth of the buoyancy tank is 1.2-1.5 times of the depth of the composite cylinder foundation, and/or the buoyancy tank is of a fan-shaped structure, and/or a distance sensor is arranged at the top of the buoyancy tank.
The invention also provides a composite cylinder foundation assembly which comprises a composite cylinder foundation and a buoyancy tank structure, wherein the composite cylinder foundation is provided with a plurality of side cabins, at least part of the side cabins is provided with the buoyancy tank structure, and the buoyancy tank structure is the buoyancy tank structure.
Further, a plurality of buoyancy tank structures are distributed in an annular array in the center of the composite cylinder foundation.
The invention also provides a transportation method of the composite cylinder foundation, which comprises the following steps: step S10: filling the floating boxes with water through the water filling parts of the floating box structures so as to enable the floating box structures to sink into the water; step S20: placing a plurality of buoyancy tank structures below the composite cylinder foundation; step S30: the buoyancy tanks are drained through the drainage components of the buoyancy tank structures, and the buoyancy tank structures float upwards and enter the side cabins of the corresponding composite cylinder bases to form composite cylinder base assemblies; step S40: wet dragging the composite cylinder base component to a sinking position; step S50: the buoyancy tank in the composite cylinder foundation assembly is filled with water through the water filling component, and the buoyancy tank structure sinks and is separated from the composite cylinder foundation.
Further, in step S10, the pontoon structure sinks into the quay basin.
Further, in step S20, the composite drum base is hoisted above the plurality of pontoon structures by the crane apparatus and the top vent hole of the composite drum base is opened.
Further, in step S20, a plurality of pontoon structures are attached to the port fixture by cables such that each pontoon structure is positioned directly below its corresponding sidecar.
Further, the following steps are also included between step S20 and step S30: step S21: and (3) lowering the composite cylinder foundation to the bottom of the composite cylinder foundation to enter water, and simultaneously enabling each buoyancy tank structure to enter the side cabin corresponding to the buoyancy tank structure, and detaching the mooring rope from the buoyancy tank structure.
Further, the following steps are also included between step S21 and step S30: step S22: and when the composite cylinder foundation is placed to the crane equipment and is not stressed, the connecting device for connecting the composite cylinder foundation and the crane equipment is detached.
Further, in step S10, the pontoon structure is submerged into the sea water at the wet tow location, wherein the water depth at the wet tow location is deeper than the water depth at the submerged location.
Further, before step S10, the method further includes the following steps: in step S01, the composite tubular foundation and the plurality of pontoon structures are dry-towed from the dock to a wet-towed position by the vessel, and the composite tubular foundation and the plurality of pontoon structures are suspended into the sea by crane equipment on the vessel and the top vent holes of the composite tubular foundation are closed.
Further, in step S30, the plurality of pontoon structures are towed by the tug boat directly under their corresponding side cabins.
Further, after the top of the buoyancy tank structure is brought into contact with the top plate of the composite cylinder foundation in step S30, the drainage of the buoyancy tank is stopped, and/or the composite cylinder foundation assembly is wet towed to a submerged position by a tugboat in step S40, and/or a plurality of buoyancy tank structures are distributed in a circular array at the center of the composite cylinder foundation.
The technical scheme of the invention has the following advantages: when the composite cylinder foundation is transported, the buoyancy tank is filled with water through the water filling part, so that the buoyancy tank structure sinks into the water, then the buoyancy tank is drained through the water draining part, so that the buoyancy tank structure floats upwards and enters into a side cabin of the composite cylinder foundation, a composite cylinder foundation assembly is formed, and the composite cylinder foundation assembly is dragged and transported to a sinking position in a wet dragging mode; and then the buoyancy tank is filled with water through the water filling part, so that the buoyancy tank structure sinks and is separated from the composite cylinder foundation, and further the transportation of the composite cylinder foundation is completed. The buoyancy is provided through the buoyancy tank structure, dragging is facilitated, and the problem that the transportation mode of the composite cylinder foundation in the prior art is single is effectively solved.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, and it is obvious that the drawings in the following description are some embodiments of the present invention, and other drawings can be obtained by those skilled in the art without creative efforts.
FIG. 1 is a perspective view of the buoyancy tank structure of the present invention in cooperation with a composite cartridge foundation;
FIG. 2 shows a schematic front view of the buoyancy tank structure of FIG. 1;
FIG. 3 shows a schematic top view of the buoyancy tank structure of FIG. 2;
FIG. 4 shows a schematic front view of a pad of the buoyancy tank structure of FIG. 1;
fig. 5 shows a schematic top view of the pad of fig. 4;
fig. 6 shows a perspective view of the composite cartridge base of fig. 1.
Description of reference numerals:
10. a buoyancy tank; 11. an inlet and outlet hole; 20. a composite barrel foundation; 21. a side compartment; 22. a top vent; 23. a side plate; 24. a top plate; 25. an inner deckboard; 30. a pad.
Detailed Description
The technical solutions of the present invention will be described clearly and completely with reference to the accompanying drawings, and it should be understood that the described embodiments are some, but not all embodiments of the present invention. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
In the description of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", etc., indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplicity of description, but do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, should not be construed as limiting the present invention. Furthermore, the terms "first," "second," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In the description of the present invention, it should be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, e.g., as meaning either a fixed connection, a removable connection, or an integral connection; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.
In addition, the technical features involved in the different embodiments of the present invention described below may be combined with each other as long as they do not conflict with each other.
As shown in fig. 1, the buoyancy tank structure of the present embodiment is adapted to cooperate with the
By applying the buoyancy tank structure of the embodiment, when the composite cylinder foundation is transported, the
In the present embodiment, as shown in fig. 2 and 3, the
In this embodiment, as shown in fig. 4 and 5, the buoyancy tank structure further includes a
In this embodiment, access hole 11 is provided on the top wall of
In this embodiment, the water filling part includes: a water filling pump and a water inlet pipeline, wherein the water filling pump is arranged on the outer wall of the
In this embodiment, the diameter of the inlet and outlet holes 11 is 2-4 times the diameter of the
Specifically, the water filling pump is arranged on the bottom wall of the
In this embodiment, the depth of
In the present embodiment, the side compartments are fan-shaped structures, and the
In this embodiment, the top of the
The invention also provides a composite cylinder foundation assembly which comprises a
In this embodiment, a plurality of buoyancy tank structures are distributed in an annular array in the center of the
As shown in fig. 6, the
The invention also provides a transportation method of the composite cylinder foundation, which comprises the following steps:
step S10: filling the
step S20: placing a plurality of buoyancy tank structures below the
step S30: the
step S40: wet dragging the composite cylinder base component to a sinking position;
step S50: the
By applying the transportation method of the composite cylinder foundation of the embodiment, when the composite cylinder foundation is transported, the
If the
Since the size of the composite drum base is relatively large, in step S20, the
In step S20, a plurality of pontoon structures are attached to the port fixture by cables such that each pontoon structure is positioned directly below its corresponding
The following steps are also included between step S20 and step S30: step S21: each buoyancy tank structure enters the
The following steps are also included between step S21 and step S30: step S22: when the
In step S30, after the top of the buoyancy tank structure is in contact with the top plate of the
In step S40, the composite drum base assembly is wet towed to a submerged position by a tow vessel. Specifically, one end of the mooring rope is connected to the connecting structure on the outer wall of the composite cylinder foundation assembly, the other end of the mooring rope is connected to the tugboat, and the composite cylinder foundation assembly is wet supported to a sinking position through the tugboat. In particular, the connection structure is a connection hook.
In this embodiment, a plurality of buoyancy tank structures are distributed in an annular array in the center of the
If the sinking position of the
In step S10, the pontoon structure is submerged into the sea water at a wet tow location, wherein the water depth at the wet tow location is deeper than the water depth at the submerged location. And when the top of the buoyancy tank structure is lower than the bottom of the composite cylinder foundation, stopping filling water into the buoyancy tank.
In step S30, the plurality of pontoon structures are towed by the tug boat directly below their corresponding
From the above description, there are two transportation methods of the composite drum foundation, and the specific operation process is as follows:
1. if the job site on compound barrel type basis is close with the pier distance, can choose for use compound barrel type basis wet dragging transportation mode from the cost, specifically do:
hoisting a plurality of buoyancy tank structures into a wharf harbor basin from a wharf through crane equipment, and then filling water into each buoyancy tank structure to enable the buoyancy tank structures to sink into the water;
hoisting the composite cylinder foundation above the plurality of buoyancy tank structures through crane equipment and opening the
connecting a plurality of pontoon structures to the port fixture by cables such that each pontoon structure is positioned directly below its corresponding
slowly lowering the composite cylinder type foundation until the bottom of the composite
Continuing to sink the composite cylindrical foundation until the crane equipment is not stressed, and removing a connecting device for connecting the composite cylindrical foundation and the crane equipment;
the
after the composite cylinder foundation assembly is wet towed to a sinking position through a towing boat, closing the top exhaust hole of the composite cylinder foundation;
the
Continuing to fill water to the flotation tank structure and sinking until the top of flotation tank structure is less than compound barrel-type basis bottom, pull the flotation tank structure by the tug and shift out the below in the limit cabin on compound barrel-type basis, carry out the drainage through drainage component to
2. If the construction site of the composite cylindrical foundation is far away from the wharf and is a shallow water area, the site transport ship has large draught and cannot be anchored at the sinking position, and further the composite cylindrical foundation cannot be dry-towed and transported to the sinking position, wherein the sinking position is located at the construction site. Considering from the cost and needing to drag the composite cylinder type foundation to a deeper water area near a construction site through a site transportation ship, and then dragging the composite cylinder type foundation to a shallow water area through a composite cylinder type foundation, the method specifically comprises the following steps:
the
then, the
filling water into each buoyancy tank structure to enable the buoyancy tank structures to sink into the water, and dragging the buoyancy tank structures to be right below side cabins of the composite cylindrical foundation by using a tugboat when the tops of the buoyancy tank structures are lower than the bottom of the composite cylindrical foundation;
draining the
after the composite cylinder foundation assembly is wet towed to a sinking position through a towing boat, closing the top exhaust hole of the composite cylinder foundation;
the
Continuing to fill water to the flotation tank structure and sinking until the top of flotation tank structure is less than compound barrel-type basis bottom, pull the flotation tank structure by the tug and shift out the below in the limit cabin on compound barrel-type basis, carry out the drainage through drainage component to
Above-mentioned transportation mode on compound section of thick bamboo basis provides partly buoyancy through the flotation tank structure, and wet process operation of dragging improves conveying efficiency, transportation reliability, reduces energy consumption and cost for the popularization and application on compound section of thick bamboo type basis improves the stability of compound section of thick bamboo type basis wet in-process of dragging, but flotation tank structure reuse, economic nature is high.
It should be understood that the above examples are only for clarity of illustration and are not intended to limit the embodiments. Other variations and modifications will be apparent to persons skilled in the art in light of the above description. And are neither required nor exhaustive of all embodiments. And obvious variations or modifications therefrom are within the scope of the invention.
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