Cluster type frame of boat-type sail vertical-shaft-to-double-horizontal-shaft wind generating set
By using a ship-shaped sail vertical shaft to dual horizontal shaft wind turbine cluster frame, combined with double-limb towers, trusses, and steel truss structures, the problem of large land occupation for vertical shaft and horizontal shaft wind turbine combinations has been solved, realizing clustered wind power generation and peak-valley electricity compensation in urban areas.
Patent Information
- Application Number
- CN202520355831.4
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2025-03-03
- Publication Date
- 2026-01-02
- Estimated Expiration
- 2035-03-03
AI Technical Summary
There are no reports on the combination of vertical axis and horizontal axis wind turbine generators in the existing technology, and the distributed layout occupies a large area, making it difficult to build in urban areas.
The wind turbine adopts a cluster-type frame with a ship-shaped sail vertical shaft to a dual horizontal shaft. Through the design of double-limb towers, trusses and vibration-damping and noise-reducing rubber pads, the number of towers is reduced, and the stability and wind-receiving area of the sails are increased. The steel truss structure reduces the impact of wind pressure. Combined with the design of the power generation mechanism and safety doors, it is suitable for construction in urban areas.
It enables clustered power generation on smaller plots of land, saving land and long-distance transmission cables, making it suitable for construction in urban areas, and solving the problem of wind power supply and peak-valley electricity compensation.
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Figure CN223754191U_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The utility model relates to wind power generation technical field especially, relates to ship type wind vane vertical shaft turns double flat shaft wind driven generator set cluster type frame. BACKGROUND
[0002] The common wind receiving mode in the field of wind driven generators is vertical shaft type or flat shaft type, and both adopt distributed layout of power generation field, and the vertical shaft type and flat shaft type are coupled to form vertical shaft turns flat shaft wind power generation mode.
[0003] The utility model (patent number: 2024212590827) of frame type cluster ship type wind vane vertical shaft turns double flat shaft wind driven generator set obtained on December 27, 2024, after the vertical shaft and double flat shaft are connected by bevel gear engagement, the vertical shaft and flat shaft are completely coupled transmission. Among them, the patent technology of vertical shaft turns flat shaft is elaborated in detail, and the implementation scheme of the frame type cluster ship type wind vane vertical shaft turns double flat shaft wind driven generator set composed of three tower tubes is designed in detail with the plane geometry of equilateral triangle. On the basis of the utility model patent technology, further research is carried out, and it is found that the frame structure composed of three tower tubes can reduce a tower tube under the premise that the composition of the ship type wind vane vertical shaft turns double flat shaft wind driven generator set, including rotating frame, ship type wind vane, vertical shaft, double flat shaft, generator box and box pad, and gear box, generator and other modes inside the box are completely unchanged, the purpose is to let the ship type wind vane on the rotating frame be less obstructed by a tower tube, let the wind receiving area of the ship type wind vane expand, make the rotation of the rotating frame more powerful and continuous. At the same time, the steel material for building large-area flat rack is saved, and the cost is saved, so the ship type wind vane vertical shaft turns double flat shaft wind driven generator set cluster type frame is proposed to solve the above problems. UTILITY MODEL CONTENTS
[0004] The utility model discloses a ship type wind vane vertical shaft turns double flat shaft wind driven generator set cluster type frame to solve the above problems.
[0005] In order to achieve the above-mentioned purpose, the utility model adopts the following technical scheme:
[0006] The ship type wind vane vertical shaft turns double flat shaft wind driven generator set cluster type frame, including two double-limb tower tubes, a plurality of trusses are fixedly connected between the two double-limb tower tubes, the top of a plurality of trusses is fixedly connected with upper edge steel sheet, the bottom of a plurality of trusses is fixedly connected with lower edge steel sheet, the top of a plurality of upper edge steel sheets is fixedly connected with damping and noise reduction rubber pad, the top of a plurality of damping and noise reduction rubber pads is fixedly connected with outer periphery protection box, the top of a plurality of damping and noise reduction rubber pads is fixedly connected with two generator set bodies, and the top of the upper edge steel sheet is provided with a generator mechanism.
[0007] Preferably, the power generation mechanism comprises a vertical shaft body, the outer end bevel gears of the two horizontal gear shafts of the power generator set body are in meshing transmission connection with the lower horizontal bevel gears of the vertical shaft body, and the outer wall of the vertical shaft body is fixedly connected with a plurality of ship sails rotating frames.
[0008] Preferably, the outer wall of each of the two double-limb tower drums is welded with two triangular supporting rods.
[0009] Preferably, the outer wall of each of the two double-limb tower drums is hingedly connected with two safety doors, and the safety doors facilitate the installation and maintenance personnel to ride the single-person high-speed elevator to work.
[0010] Preferably, the two power generator set bodies are located inside the outer peripheral protection box body, and the outer peripheral protection box body protects the power generator set bodies.
[0011] Preferably, a plurality of horizontal supporting rods are fixedly connected between the two double-limb tower drums and the plurality of trusses, and the connection strength between the trusses and the double-limb tower drums is increased through the plurality of horizontal supporting rods.
[0012] Preferably, the top of the upper edge steel plate is fixedly connected with a personnel walking guardrail, and the personnel walking guardrail protects the safety of the installation and maintenance personnel.
[0013] Compared with the prior art, the power generation mechanism has the advantages that:
[0014] Compared with the prior art, the power generation mechanism has the advantages that: BRIEF DESCRIPTION OF DRAWINGS
[0015] In order to more clearly illustrate the technical scheme of the present application, the following will briefly introduce the drawings needed in the specific implementation manner description. Obviously, the drawings in the following description are only some embodiments of the present application, and for those skilled in the art, other drawings can also be obtained from these drawings without creative labor.
[0016] Figure 1The utility model provides a ship type wind sail vertical shaft turns double flat shaft wind driven generator unit cluster type frame's front view structure schematic diagram.
[0017] Figure 2 The utility model provides a ship type wind sail vertical shaft turns double flat shaft wind driven generator unit cluster type frame's side view structure schematic diagram.
[0018] Figure 3 The utility model provides a ship type wind sail vertical shaft turns double flat shaft wind driven generator unit cluster type frame's truss front view structure schematic diagram.
[0019] Figure 4 The utility model provides a ship type wind sail vertical shaft turns double flat shaft wind driven generator unit cluster type frame's plan view structure schematic diagram.
[0020] Figure 5 The utility model provides a ship type wind sail vertical shaft turns double flat shaft wind driven generator unit cluster type frame's truss side view structure schematic diagram.
[0021] In the drawing: 1, double limb tower drum;2, triangular support rod;3, safety door;4, truss;5, upper edge steel sheet;6, lower edge steel sheet;7, damping and noise reduction rubber pad;8, outer enclosure box body;9, generator unit body;10, vertical shaft body;11, ship type wind sail rotating frame;12, rotating frame upper chord;13, horizontal support rod;14, personnel walking guardrail. DETAILED DESCRIPTION
[0022] The technical scheme in the embodiments of the utility model will be apparently and completely described below with the drawings in the embodiments of the utility model, and apparently, the described embodiments are only part of the embodiments of the utility model, not all the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by the person skilled in the art without creative labor belong to the range of protection of the utility model.
[0023] As shown in Figures 1-5 The utility model relates to ship type wind sail vertical shaft turns double flat shaft wind driven generator unit cluster type frame, including two double limb tower drums 1, double limb tower drum 1 adopts two tower drums of left and right each combination, install elevator in the inside, and the planar figure of such cylinder has greater inertial moment on statics, makes the lateral wind pressure ability of the tower drum that stands up strengthens, thereby makes as the stability of the tower drum of frame column of the double limb tower drum, compared with the stability of single tower drum greatly enhances, and after building, does not tend to lose stability in work.
[0024] The outer wall of the double-limb tower drum 1 is welded with two triangular supporting rods 2, the bottom of the two triangular supporting rods 2 is located on the ground, the stability of the double-limb tower drum 1 is increased, the outer wall of the double-limb tower drum 1 is hinged with two safety doors 3, a plurality of trusses 4 are fixedly connected between the two double-limb tower drums 1, the plurality of trusses 4 are composed of web members, top chords and bottom chords, the top of the plurality of trusses 4 is fixedly connected with an upper edge steel plate 5, and the bottom of the plurality of trusses 4 is fixedly connected with a lower edge steel plate 6.
[0025] The double-limb tower drum 1 is a vertical stress support body, and also supports a dozens of meters span horizontal beam arranged horizontally, the steel structure frame is designed according to the conventional design, the span of the horizontal beam reaches dozens of meters, in order to improve the rigidity, most of the steel box beams are adopted, however, in the frame design, this scheme cannot be adopted, the reason is that the frame with a height of more than 100 meters is erected, the wind pressure when the lateral wind comes is considered first, due to the relatively large plane inertia moment of the double-limb tower drum 1, and the large weight of the bottom inclined steel drum and the force of the triangular support, the lateral wind pressure is large enough, however, if the dozens of meters span single steel box beam, the lateral length and the area of the height are large, the wind pressure generated is also large, the wind pressure generated by the vertical surface of the steel box beam of several layers is very large, if the strong wind attacks, the frame will not be unstable and overturn, but will shake and generate resonance, and the frame will be damaged, and the wind power generation work will be greatly affected under the condition that the normal stable structure support cannot be ensured.
[0026] In order to ensure the overall stability of the frame and not to shake and generate resonance when the strong wind attacks, the dozens of meters span horizontal structure beam adopts the steel truss scheme, since the truss 4 plays the role of the beam, the structure is reasonable and meets the specification requirements, the key point is that the truss 4 is welded by various section steels through calculation, therefore, the truss 4 naturally forms many geometric holes, when the strong wind attacks, the strong wind can directly pass through the geometric holes of the truss 4, and effectively releases the pressure from top to bottom of the truss 4 and the whole frame, and the wind pressure generated by each web member of the truss 4 is much smaller than that generated by the side plate of the steel box beam, and will not affect the truss 4 and the frame.
[0027] The top of each of the plurality of upper edge steel plates 5 is fixedly connected with a damping and noise reduction rubber pad 7, the top of each of the plurality of damping and noise reduction rubber pads 7 is fixedly connected with an outer protective box body 8, the top of each of the plurality of damping and noise reduction rubber pads 7 is fixedly connected with two generator set bodies 9, and the two generator set bodies 9 are located inside the outer protective box body 8. The outer protective box body 8 protects the generator set body 9, and the damping and noise reduction rubber pad 7 plays a role in reducing vibration and noise.
[0028] The top of the upper edge steel plate 5 is provided with a generator mechanism, and the generator mechanism comprises a vertical shaft body 10. The outer end conical gears of the horizontal gear shafts of the two generator set bodies 9 are all in meshing transmission connection with the lower horizontal conical gears of the vertical shaft body 10. The specific transmission connection mode refers to the existing patent with the patent number 2024212590827.
[0029] The outer wall of the vertical shaft body 10 is fixedly connected with a plurality of ship-type wind sail rotating frames 11. The top of each ship-type wind sail rotating frame 11 is fixedly connected with a rotating frame upper chord 12. A plurality of horizontal support rods 13 are fixedly connected between the two double-limb tower drums 1 and the plurality of trusses 4. The top of the upper edge steel plate 5 is fixedly connected with a personnel walking guardrail 14.
[0030] On the basis of the patent with the patent number 2024212590827, the rotating frame lower chord connected ∩-type guide rails and the cantilever support beam are removed. Actually, the ship-type wind sail rotating frame 11 has high rigidity, high processing precision of each rod, and balanced weight, so that the stability of the overall structure of the ship-type wind sail rotating frame 11 is ensured, and the service life of the ship-type wind sail rotating frame 11 is ensured. Therefore, the ship-type wind sail rotating frame 11 will not deform and be unstable in static and dynamic states, so it is not necessary to add a conservative setting such as a cantilever support beam.
[0031] The design is provided with safety doors 3 below the two double-limb tower drums 1 and on each layer, including the topmost layer. The safety doors 3 are convenient for installation and maintenance personnel to ride on the single-person express elevator to work. Personnel walking guardrails 14 are arranged on the left and right sides of the trusses 4 outside the safety doors 3 on each layer, and reach the outer protective box body 8 to protect the safety of the installation and maintenance personnel.
[0032] The standard parts used in the utility model can be purchased from the market, and the special-shaped parts can be ordered according to the description and the drawings. The specific connection mode of each part adopts the conventional means such as bolts, rivets and welding in the existing technology. The mechanical parts and equipment adopt conventional models in the existing technology. The circuit connection adopts the conventional connection mode in the existing technology. The details are not described here. The components known by the person skilled in the art are known by the person skilled in the art through technical manuals or conventional experimental methods.
[0033] While embodiments of the application have been shown and described, it is to be understood that the embodiments described are merely exemplary and that changes can be made in detail without departing from the principles and spirit of the application. The scope of the application is therefore defined by the appended claims and their equivalents.
Claims
1. A cluster of ship-sail vertical-shaft double-horizontal-axis wind turbine generators, comprising two double-limb tower cylinders (1), characterized in that, A plurality of trusses (4) are fixedly connected between the two double limb tower drums (1), the top of each of the plurality of trusses (4) is fixedly connected with an upper edge steel plate (5), the bottom of each of the plurality of trusses (4) is fixedly connected with a lower edge steel plate (6), the top of each of the plurality of upper edge steel plates (5) is fixedly connected with a vibration and noise reduction rubber pad (7), the top of each of the plurality of vibration and noise reduction rubber pads (7) is fixedly connected with an outer peripheral protection box body (8), the top of each of the plurality of vibration and noise reduction rubber pads (7) is fixedly connected with two generator set bodies (9), and the upper edge steel plate (5) is provided with a power generation mechanism.
2. The ship sail vertical shaft double-horizontal shaft wind turbine generator unit cluster type frame according to claim 1, characterized in that, The power generation mechanism comprises a vertical shaft body (10), the outer end bevel gears of the gear shafts of the two generator set bodies (9) are in meshing transmission connection with horizontal bevel gears at the lower part of the vertical shaft body (10), the outer wall of the vertical shaft body (10) is fixedly connected with a plurality of boat type wind sail rotating racks (11), and the top of each of the boat type wind sail rotating racks (11) is fixedly connected with a rotating rack upper chord (12).
3. The ship sail vertical shaft double-horizontal shaft wind turbine generator set cluster frame according to claim 1, characterized in that, The outer wall of each of the two double limb tower drums (1) is welded with two triangular supporting rods (2).
4. The ship sail vertical shaft double-horizontal shaft wind turbine generator unit cluster type frame according to claim 1, characterized in that, The outer wall of each of the two double limb tower drums (1) is hingedly connected with two safety doors (3).
5. The ship sail vertical shaft double-horizontal shaft wind turbine generator unit cluster type frame according to claim 1, characterized in that, Each of the two generator set bodies (9) is located inside the outer peripheral protection box body (8).
6. The ship sail vertical shaft double-horizontal shaft wind turbine generator unit cluster type frame according to claim 1, characterized in that, A plurality of horizontal supporting rods (13) are fixedly connected between the two double limb tower drums (1) and the plurality of trusses (4).
7. The ship sail vertical shaft double-horizontal shaft wind turbine generator unit cluster type frame according to claim 1, characterized in that, The top of the upper edge steel plate (5) is fixedly connected with a personnel walking guardrail (14).