CN207647696U - A kind of wind power tower introducing intermediate support - Google Patents
A kind of wind power tower introducing intermediate support Download PDFInfo
- Publication number
- CN207647696U CN207647696U CN201721485061.7U CN201721485061U CN207647696U CN 207647696 U CN207647696 U CN 207647696U CN 201721485061 U CN201721485061 U CN 201721485061U CN 207647696 U CN207647696 U CN 207647696U
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- pylon
- intermediate support
- wind power
- power tower
- inner cavity
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- 239000004744 fabric Substances 0.000 claims 1
- 210000003205 muscle Anatomy 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000005489 elastic deformation Effects 0.000 description 2
- 238000010248 power generation Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000008034 disappearance Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000006870 function Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
Classifications
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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
- Y02E10/728—Onshore wind turbines
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Abstract
The utility model provides a kind of wind power tower introducing intermediate support, including pylon, and inner cavity is led in having；Intermediate support is arranged in and leads to inner cavity, and middle part has connection through-hole, the inner wall rigid connection of surrounding and pylon；The wind power tower of the introducing intermediate support of the utility model, is equipped with intermediate support in pylon, and pylon interior laminate layer can be played fixing layer by layer to pylon, improve the rigidity of pylon by intermediate support；There is prestressed cable simultaneously, pass through intermediate support to apply the prestressing force towards pylon to intermediate support, further increase the rigidity of pylon；The rigidity that pylon can be changed by adjusting the quantity of intermediate support and the pulling force of prestressed cable generates resonance to avoid with external disturbing force, improves the service life of pylon to change the natural frequency of vibration of pylon.
Description
Technical field
The utility model is related to wind power tower technical fields, and in particular to a kind of wind power tower introducing intermediate support.
Background technology
Wind power tower refers to the support construction of wind power generating set, and major function is the gravity of supporting wind power generation component
Load, and bear the active force of wind wheel and wind acts on power on pylon.The most structure of wind power tower is steel flanged beam circle at present
Cylinder or lattice pillar pylon, pylon itself is heavier, especially steel flanged beam cylinder tower body, diameter often accomplish 4 meters with
On, pylon own wt, and processing difficulties are considerably increased, transport is inconvenient, increases cost of electricity-generating.
Chinese patent literature CN102182645A discloses a kind of wind power generation tower using smart stay cable, including pylon
With the smart stay cable being installed in pylon, smart stay cable includes top anchor ring, middle part anchor ring, pulley, SMA muscle and prestressed cable,
Prestressed cable one end connection top anchor ring, the other end are fixed on the bottom of pylon, pass through among prestressed cable and separately pacify successively
The middle part anchor ring and pulley of dress, the prestressed cable between top anchor ring and middle part anchor ring, between middle part anchor ring and pulley are all worn
There is SMA muscle；The utility model of said program is contemplated that, is generated negative direction pulling force by the elastic deformation of SMA muscle, is improved energy consumption,
Reduce and control the vibration of pylon horizontal direction.
However, said program has as a drawback that：1, the influence generated to pylon of resonating is not accounted for；Pylon is by outer
It will produce displacement or vibration after boundary's perturbed force, external disturbing force disappearance tail tower will continue to vibrate near equilbrium position, pylon
The natural frequency of vibration only it is related with the rigidity of pylon itself and quality, when the natural frequency of vibration ω of pylon and the frequency θ of perturbed force connect very much
When close (sections of 0.75≤θ/ω≤1.25), it will generate resonance, in order to avoid resonance, the natural frequency of vibration of pylon should be made far from wind
The frequency of perturbed force caused by load or wind wheel rotation, and there is no consider this point for said program；In above-mentioned documents,
Although being equipped with SMA muscle between the top anchor ring and middle part anchor ring of prestressed cable, between middle part anchor ring and pulley, due to
SMA muscle has stronger elastic deformation, and effect, which is only that when pylon is impacted by high wind, high seas, consumes energy, this tool
The connection type of flexible deformation so that the stress of drag-line is smaller for the stiffness effect of pylon, so that cannot make oneself of pylon
Vibration frequency is substantially change；2, prestressed cable is constrained to S-shaped by middle part anchor ring and pulley, prestressed cable from tower top on earth
Multiple tracks bending is passed through in portion, keeps the integral rigidity of prestressed cable poor；3, middle part anchor ring vacantly be arranged inside pylon, when pylon by
When to external disturbing force, middle part anchor ring can generate left and right and upper and lower play with the tension variations of prestressed cable, be easy to cause
Entanglement occurs at the anchor ring of middle part for prestressed cable.
Utility model content
Therefore, the technical problem to be solved by the present invention is to overcome pylon in the prior art in external disturbing force
Frequency easy tos produce resonance when close with the pylon natural frequency of vibration, leads to the technological deficiency being easily damaged, can to provide one kind
Change pylon rigidity, and then change the natural frequency of vibration of pylon so that the natural frequency of vibration of pylon causes with wind load or wind wheel rotation
The vibration frequency of perturbed force is obviously staggered, to avoid the wind power tower of resonance.
In order to solve the above technical problems, the utility model provides a kind of wind power tower introducing intermediate support, including,
Pylon leads to inner cavity in having；
Intermediate support is arranged in described and leads to inner cavity, and middle part has connection through-hole, surrounding interior with the pylon
Wall is rigidly connected.
Preferably, further include prestressed cable, one end is connect with the pylon top, the other end and the tower
Frame bottom end connect, middle part pass through the connection through-hole, and with the connection through-hole sliding contact.
Preferably, the pylon is cylindrical structure.
Preferably, the prestressed cable has at least three, and it is circumferential to lead to inner cavity in described, at least three institutes
Prestressed cable logical inner cavity in described is stated to be uniformly distributed.
Preferably, the connection through-hole of the intermediate support be regular polygon, the regular polygon it is interior
Angle number is corresponding with the radical of the prestressed cable, the interior angle sliding contact of the prestressed cable and the regular polygon.
Preferably, the intermediate support has multiple, and the short transverse along the pylon is uniformly distributed.
Preferably, the connection in the direction along the pylon from middle part to both ends, the intermediate support is logical
The aperture in hole becomes larger.
Preferably, the intermediate support includes,
Annular drag-line；
Supporting bar has more, and one end is fixedly connected with the annular drag-line, is led in the other end and the pylon interior
The inner wall of chamber is fixedly connected；Along the circumferencial direction of the annular drag-line, the supporting bar is uniformly distributed.
Preferably, the intermediate support includes,
Annular drag-line；
Supporting block is loop configuration, and inner ring forms polygonal through hole, and the annular drag-line is arranged in the supporting block
Inner ring, form the connection through-hole, outer ring is fixedly connected with the inner wall of the pylon.
Preferably, further include covering it is described in lead to inner cavity both ends open, make it is described in lead to inner cavity formed closing in
The closure member of chamber.
The technical solution of the utility model has the following advantages that：
1. the wind power tower provided by the utility model for introducing intermediate support, is equipped with intermediate support in pylon, in
Between the middle part of support element there is connection through-hole, the inner wall of surrounding and pylon to be rigidly connected, intermediate support can be from inside to tower
Frame carries out rigid support, improves the rigidity of pylon itself；Since the natural frequency of vibration of pylon is only related with itself rigidity and quality,
In the case where pylon sole mass is constant, above-mentioned intermediate support structure is set, it is rigid can significantly to promote pylon itself
Degree, to change the pylon natural frequency of vibration；The wind power tower of the utility model, can be in the frequency for the external disturbing force for acting on pylon
When rate is close with the pylon natural frequency of vibration, change the natural frequency of vibration of pylon, to avoid resonating, can significantly promote making for pylon
Use the service life；The rigidity that pylon can be changed in a certain range by adjusting the quantity of intermediate support, to change pylon
The natural frequency of vibration generates resonance to avoid with external disturbing force, improves the service life of pylon.
2. the wind power tower provided by the utility model for introducing intermediate support, prestressed cable pass through intermediate support
After connecting through-hole, both ends are connect with the top of pylon and bottom end respectively, after prestressed cable is tensed, the both ends of prestressed cable
The both ends of pylon are tensed in the middle part of to pylon, middle part, which is acted on by intermediate support in pylon, to be led on interior cavity wall so that tower
Frame is integrally tightened, and the rigidity of pylon itself is further enhanced.
3. the wind power tower provided by the utility model for introducing intermediate support, pylon is cylindrical structure, the stress of pylon
Evenly.
4. the wind power tower provided by the utility model for introducing intermediate support, prestressed cable have at least three, edge
In lead to that inner cavity is circumferential, and at least three prestressed cables lead to inner cavity in and are uniformly distributed, to equably improve the rigid of pylon
Degree.
5. the wind power tower provided by the utility model for introducing intermediate support, the connection through-hole is regular polygon, institute
The interior angle number for stating regular polygon is corresponding with the radical of the prestressed cable, and the prestressed cable is stuck in the interior of regular polygon
It is slided at angle, both generates pylon and shaken or prestressed cable can be avoided arbitrarily to run helter-skelter, ensure that prestressed cable is mutual
It does not contact, random line can be avoided.
6. the wind power tower provided by the utility model for introducing intermediate support, is arranged multiple intermediate supports along pylon height
Degree direction is uniformly distributed, and the power of prestressed cable can be uniformly distributed in tower height direction, be made the rigidity of each floor height of pylon
It can obtain the raising of uniformity.
7. the wind power tower provided by the utility model for introducing intermediate support, the intermediate support from the middle part of pylon to
The aperture of the extending direction at both ends, connection through-hole becomes larger, and prestressed cable is made to constitute hyperbola, balanced each centre
Support element is enable the rigidity of pylon to obtain the raising of uniformity by the active force of prestressed cable.
8. the wind power tower provided by the utility model for introducing intermediate support, intermediate support is using annular drag-line and branch
Strut member is constituted, and supporting bar is uniformly distributed along the circumferencial direction of the annular drag-line, and one end is fixed with annular drag-line, the other end
It is fixed with the inner wall for leading to inner cavity in pylon, annular drag-line is by equal by power by supporting bar after the active force of prestressed cable
It is even to be dispersed on pylon inner wall.
9. the wind power tower provided by the utility model for introducing intermediate support, intermediate support is using annular drag-line and branch
Fagging block is constituted, and polylith supporting block constitutes loop configuration, the inner ring of the annular drag-line being arranged in annular brace plate, branch
The inner wall for leading to inner cavity in the outer ring of fagging block and pylon is fixed, and annular drag-line after the active force of prestressed cable by passing through branch
Power is dispersed on pylon inner wall by fagging block.
10. the wind power tower provided by the utility model for introducing intermediate support, has closure member, inner cavity two is led in covering
End opening, make it is described in lead to inner cavity formed closing inner chamber, avoid the corrosion of extraneous poor environment, pylon durability is stronger, reduce
Maintenance cost.
Description of the drawings
It, below will be right in order to illustrate more clearly of specific embodiment of the present invention or technical solution in the prior art
Specific implementation mode or attached drawing needed to be used in the description of the prior art are briefly described, it should be apparent that, it is described below
In attached drawing be that some embodiments of the utility model are not paying creativeness for those of ordinary skill in the art
Under the premise of labour, other drawings may also be obtained based on these drawings.
Fig. 1 is the stereochemical structure perspective diagram of the utility model.
Fig. 2 is the vertical view of the intermediate support of the utility model.
Reference sign：
1, pylon；2, prestressed cable；3, intermediate support；4, lead to inner cavity in；5, through-hole is connected；6, annular drag-line；7、
Supporting bar；8, supporting block；9, closure member.
Specific implementation mode
The technical solution of the utility model is clearly and completely described below in conjunction with attached drawing, it is clear that described
Embodiment is the utility model a part of the embodiment, instead of all the embodiments.Based on the embodiments of the present invention, originally
The every other embodiment that field those of ordinary skill is obtained without making creative work, belongs to this practicality
Novel protected range.
In the description of the present invention, it should be noted that term "upper", "lower", "left", "right", "horizontal",
The orientation or positional relationship of the instructions such as "inner", "outside" is to be based on the orientation or positional relationship shown in the drawings, and is merely for convenience of retouching
State the utility model and simplify and describe, do not indicate or imply the indicated device or element must have a particular orientation, with
Specific azimuth configuration and operation, therefore should not be understood as limiting the present invention.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " is pacified
Dress ", " connected ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or integrally
Connection；It can be mechanical connection, can also be electrical connection；Can be directly connected, can also indirectly connected through an intermediary,
It can be the connection inside two elements.For the ordinary skill in the art, it can understand above-mentioned art with concrete condition
The concrete meaning of language in the present invention.
In addition, as long as technical characteristic involved in the utility model different embodiments disclosed below is each other
Not constituting conflict can be combined with each other.
Embodiment
The present embodiment provides a kind of wind power towers introducing intermediate support, as shown in Figure 1 and Figure 2, including pylon 1, answer in advance
Power drag-line 2, intermediate support 3 and closure member 9.
Pylon 1 is the cylindrical structure for leading to inner cavity 4 in.
Intermediate support 3 has multiple, and setting is led to inside inner cavity 4 in described, and the short transverse along the pylon 1 is equal
Even distribution；The intermediate support 3 includes annular drag-line 6 and supporting bar 7；Supporting bar 7 has more, is drawn along the annular
The circumferencial direction of rope 6 is uniformly distributed, and one end is fixedly connected with the annular drag-line 6, the other end and logical inner cavity in the pylon 1
4 inner wall is fixedly connected；3 middle part of intermediate support constitutes connection through-hole 5 by annular drag-line 6, and the connection through-hole 5 is along the tower
Its aperture of extending direction of frame 1 from middle part to both ends becomes larger.
The prestressed cable 2 has three, is uniformly distributed on the radial section of the pylon 1；Prestressed cable 2 one
End is connect with 1 top of the pylon, and the other end is connect with 1 bottom end of the pylon, and middle part passes through the connection through-hole 5, and answers in advance
Power drag-line 2 and 5 sliding contact of connection through-hole；The connection through-hole 5 is regular triangular, and three of them interior angle is described for accommodating
Prestressed cable 2 makes three prestressed cables 2 be slided at three interior angles.
The closure member 9 cover it is described in lead to 4 both ends open of inner cavity, make it is described in lead to inner cavity 4 formed closing inner chamber.
Operation principle
From natural frequency of vibration calculation formula:The π f=2 of ω=2 π/T
In formula, the number of π unit interval (second) internal vibration of expression 2, unit is radian per second.
Definition:ω=(k/m) ^ (1/2), ω are the intrinsic very important dynamic characteristics of system.
In forced vibration, when the frequency θ of the natural frequency of vibration ω of system and perturbed force very close to when (0.75≤θ/ω≤
1.25 sections), it will generate resonance.To avoid resonating, just ω and θ must be made separate.As can be seen that the natural frequency of vibration from formula
It is only related with rigidity and quality, thus change pylon rigidity can change the natural frequency of vibration of pylon 1, and pylon rigidity is increased to one
The frequency of external disturbing force can be avoided by determining degree, to avoid the generation of resonance, improve the service life of pylon.
By the way that intermediate support 3 is arranged in pylon 1, pylon 1 is carried out to reinforce the rigidity that can improve pylon layer by layer, and
And 3 numbers of intermediate support of setting are more, the rigidity of pylon 1 is bigger；By adjusting the stress intensity of prestressed cable 2, energy
Active force of the intermediate support 3 to pylon 1 is enough improved, to greatly improve the rigidity of pylon 1；Therefore, selection is certain
The intermediate support 3 of quantity and the stress intensity for adjusting prestressed cable 2, can be increased to the rigidity of pylon 1 makes pylon 1
The natural frequency of vibration avoid the frequency of external disturbing force, to avoid resonating.
As the alternative of above-described embodiment, the closure member 9 can be omitted.
As the alternative of above-described embodiment, the intermediate support 3 could alternatively be including annular drag-line 6 and branch
Fagging block 8；Supporting block 8 has polylith, and constitutes loop configuration, and inner ring forms polygonal through hole；Annular drag-line 6 is arranged in institute
The inner ring of supporting block 8 is stated, the connection through-hole 5 is formed；3 outer ring of intermediate support is fixedly connected with the inner wall of the pylon 1.
As the alternative of above-described embodiment, the intermediate support 3 may be replaced by overall structure.
As the alternative of above-described embodiment, the aperture of the connection through-hole 5, which can not be done, to be changed.
As the alternative of above-described embodiment, there are one the intermediate support 3 can only have.
As the alternative of above-described embodiment, the shape of the connection through-hole 5 could alternatively be round.
As the alternative of above-described embodiment, the quantity of the prestressed cable 2 can be more than three, can also have
There are symmetrical two.
As the alternative of above-described embodiment, the pylon 1 could alternatively be pyramidal structure.
As the alternative of above-described embodiment, the prestressed cable 2 can be omitted.
Obviously, the above embodiments are merely examples for clarifying the description, and does not limit the embodiments.It is right
For those of ordinary skill in the art, can also make on the basis of the above description it is other it is various forms of variation or
It changes.There is no necessity and possibility to exhaust all the enbodiments.And it is extended from this it is obvious variation or
Among the protection domain that variation is created still in the utility model.
Claims (10)
1. a kind of wind power tower introducing intermediate support, which is characterized in that including,
Pylon (1) leads to inner cavity (4) in having；
Intermediate support (3), at least one are arranged in described and lead to inner cavity (4) inside, and middle part, which has, connects through-hole (5), and four
All inner walls with the pylon (1) are rigidly connected.
2. the wind power tower according to claim 1 for introducing intermediate support, which is characterized in that further include,
Prestressed cable (2), one end are connect with the pylon (1) top, and the other end is connect with the pylon (1) bottom end, middle part
Across the connection through-hole (5), and with connection through-hole (5) sliding contact.
3. the wind power tower according to claim 2 for introducing intermediate support, which is characterized in that the pylon (1) is circle
Barrel structure.
4. the wind power tower according to claim 3 for introducing intermediate support, which is characterized in that the prestressed cable
(2) there are at least three, logical inner cavity (4) are circumferential in described, and at least three prestressed cables (2) lead to inner cavity in described
(4) inner homogeneous is distributed.
5. the wind power tower according to claim 4 for introducing intermediate support, which is characterized in that the intermediate support
(3) the connection through-hole (5) is regular polygon, the radical of the interior angle number and the prestressed cable (2) of the regular polygon
It is corresponding, the interior angle sliding contact of the prestressed cable (2) and the regular polygon.
6. the wind power tower according to any one of claims 1 to 5 for introducing intermediate support, which is characterized in that described
Intermediate support (3) have it is multiple, the short transverse along the pylon (1) is uniformly distributed.
7. it is according to claim 6 introduce intermediate support wind power tower, which is characterized in that along the pylon (1) from
To the direction at both ends, the aperture of the connection through-hole (5) of the intermediate support (3) becomes larger at middle part.
8. the wind power tower according to claim 2 for introducing intermediate support, which is characterized in that the intermediate support
(3) include,
Annular drag-line (6)；
Supporting bar (7) has more, and one end is fixedly connected with the annular drag-line (6), the other end and the pylon (1)
In lead to inner cavity (4) inner wall be fixedly connected；Along the circumferencial direction of the annular drag-line (6), the supporting bar (7) is uniformly divided
Cloth.
9. the wind power tower according to claim 2 for introducing intermediate support, which is characterized in that the intermediate support
(3) include,
Annular drag-line (6)；
Supporting block (8) has polylith and constitutes loop configuration, and inner ring forms polygonal through hole, and the annular drag-line (6) is arranged
Inner ring in the supporting block (8) forms the connection through-hole (5), and outer ring is fixedly connected with the inner wall of the pylon (1).
10. the wind power tower according to claim 2 for introducing intermediate support, which is characterized in that further include described in covering
In lead to inner cavity (4) both ends open, make it is described in lead to inner cavity (4) formed closing inner chamber closure member (9).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721485061.7U CN207647696U (en) | 2017-11-09 | 2017-11-09 | A kind of wind power tower introducing intermediate support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721485061.7U CN207647696U (en) | 2017-11-09 | 2017-11-09 | A kind of wind power tower introducing intermediate support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207647696U true CN207647696U (en) | 2018-07-24 |
Family
ID=62888266
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721485061.7U Active CN207647696U (en) | 2017-11-09 | 2017-11-09 | A kind of wind power tower introducing intermediate support |
Country Status (1)
| Country | Link |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107882689A (en) * | 2017-11-09 | 2018-04-06 | 华电重工股份有限公司 | A kind of wind power tower for introducing intermediate support |
| CN110374817A (en) * | 2019-08-16 | 2019-10-25 | 太原重工股份有限公司 | Without the tower barrel of wind generating set for adding weldment |
| CN111120218A (en) * | 2019-12-25 | 2020-05-08 | 淮南联合大学 | Wind power generation tower convenient and fast to construct and transport |
| CN112228286A (en) * | 2020-09-25 | 2021-01-15 | 河南恒聚新能源设备有限公司 | Tower and vertical axis wind power generation device |
| CN112761887A (en) * | 2021-01-13 | 2021-05-07 | 国电联合动力技术有限公司 | Tower stiffness control method and device and variable stiffness tower of wind generating set |
-
2017
- 2017-11-09 CN CN201721485061.7U patent/CN207647696U/en active Active
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107882689A (en) * | 2017-11-09 | 2018-04-06 | 华电重工股份有限公司 | A kind of wind power tower for introducing intermediate support |
| CN107882689B (en) * | 2017-11-09 | 2024-02-13 | 华电重工股份有限公司 | Wind power tower with middle supporting piece |
| CN110374817A (en) * | 2019-08-16 | 2019-10-25 | 太原重工股份有限公司 | Without the tower barrel of wind generating set for adding weldment |
| CN111120218A (en) * | 2019-12-25 | 2020-05-08 | 淮南联合大学 | Wind power generation tower convenient and fast to construct and transport |
| CN112228286A (en) * | 2020-09-25 | 2021-01-15 | 河南恒聚新能源设备有限公司 | Tower and vertical axis wind power generation device |
| CN112228286B (en) * | 2020-09-25 | 2021-12-14 | 河南恒聚新能源设备有限公司 | Tower and vertical axis wind power generation device |
| CN112761887A (en) * | 2021-01-13 | 2021-05-07 | 国电联合动力技术有限公司 | Tower stiffness control method and device and variable stiffness tower of wind generating set |
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Address after: 100071 11 / F, block B, building 1, yard 6, Automobile Museum East Road, Fengtai District, Beijing Patentee after: Huadian Technology Co.,Ltd. Country or region after: China Address before: Building B, Building 1, No. 6 East Road, Automobile Museum, Fengtai District, Beijing Patentee before: HUADIAN HEAVY INDUSTRIES Co.,Ltd. Country or region before: China |