CN106523296A - Truss type tower and wind generating set comprising truss type tower - Google Patents
Truss type tower and wind generating set comprising truss type tower Download PDFInfo
- Publication number
- CN106523296A CN106523296A CN201611258587.1A CN201611258587A CN106523296A CN 106523296 A CN106523296 A CN 106523296A CN 201611258587 A CN201611258587 A CN 201611258587A CN 106523296 A CN106523296 A CN 106523296A
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- Prior art keywords
- tower
- lattice
- reinforced concrete
- column
- lattice tower
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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- 239000011150 reinforced concrete Substances 0.000 claims abstract description 52
- 239000004567 concrete Substances 0.000 claims description 21
- 229910000831 Steel Inorganic materials 0.000 claims description 15
- 239000010959 steel Substances 0.000 claims description 15
- 230000003014 reinforcing effect Effects 0.000 claims description 5
- 238000011065 in-situ storage Methods 0.000 claims description 4
- 230000008901 benefit Effects 0.000 abstract description 10
- 238000005452 bending Methods 0.000 description 8
- 238000004519 manufacturing process Methods 0.000 description 5
- 239000002689 soil Substances 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 125000006850 spacer group Chemical group 0.000 description 3
- 230000008859 change Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000006870 function Effects 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 230000000284 resting effect Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 230000035807 sensation Effects 0.000 description 1
Classifications
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F05—INDEXING SCHEMES RELATING TO ENGINES OR PUMPS IN VARIOUS SUBCLASSES OF CLASSES F01-F04
- F05B—INDEXING SCHEME RELATING TO WIND, SPRING, WEIGHT, INERTIA OR LIKE MOTORS, TO MACHINES OR ENGINES FOR LIQUIDS COVERED BY SUBCLASSES F03B, F03D AND F03G
- F05B2240/00—Components
- F05B2240/90—Mounting on supporting structures or systems
- F05B2240/91—Mounting on supporting structures or systems on a stationary structure
- F05B2240/912—Mounting on supporting structures or systems on a stationary structure on a tower
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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
-
- 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
Landscapes
- Foundations (AREA)
Abstract
Provided are a truss tower and a wind generating set comprising the same. The truss tower includes: a tower mount comprising at least three reinforced concrete columns; the tower main body is of a truss structure and is arranged on a tower base. The truss type tower disclosed by the invention has the advantages of small occupied area and high strength.
Description
Technical field
The present invention relates to wind-driven generator field, more particularly, it relates to the truss that a kind of floor space is little and intensity is high
Formula pylon and the wind power generating set including the lattice tower.
Background technology
Pylon in wind power generating set is load-bearing, pressure-bearing and the component for bearing load, and its structure directly affects wind-force and sends out
The functional reliability of motor.
Fig. 1 is the schematic diagram for illustrating lattice tower of the prior art.As shown in figure 1, lattice tower includes many
Support column 1 and the web member 2 being connected between adjacent supports post 1.
The lattice tower illustrated in Fig. 1 has convenient transportation, is simple to manufacture, lifts big, good economy performance of convenient, rigidity etc.
Advantage.However, lattice tower there is also following deficiency：(1) as lattice tower own wt is light, therefore in order to keep tower
The resistance to overturning of body, raising bending resistance, the ability of antidumping, can only increase the span between bottom of towe steel column, and such floor space is just
Can increase, increase sapce charge and use, and be not suitable for using in the narrow and small region such as mountain area；(2) as lattice tower is open type
System, so results in electrical equipment and nowhere lays, and must provide closed system exclusively for electrical equipment；(3) in work progress
Required bolt is more, and operation is more, and node construction quality is difficult to ensure that, the site operation cycle is also long.
The content of the invention
It is an object of the present invention to provide the lattice tower that a kind of floor space is little and intensity is high and including the purlin
The wind power generating set of posture pylon.
Another object of the present invention is to provide a kind of truss-like tower that can form closing space to accommodate electrical equipment
Frame and the wind power generating set including the lattice tower.
According to an aspect of the present invention, a kind of lattice tower includes：Tower mount, the tower mount include at least three
Root reinforced concrete upright column；Pylon main body, pylon main body are truss structure, and are arranged on tower mount.
The tower mount may additionally include the top of reinforced concrete upright column and connect armored concrete adjacent to each other and stands
The crossbeam of post.
The lattice tower may also include the connector of connection tower mount and pylon main body.
The connector may include flange and the tubular element being embedded in reinforced concrete upright column.
The tower mount may also include：Enclosure, is filled between reinforced concrete upright column adjacent to each other, with steel
Reinforced concrete column forms the space of all round closure together；Covering part, is covered in the top of tower mount.
It is provided with the enclosure in door and/or the covering part and offers skylight.
Skylight can be offered in the covering part, tower mount may also include the lifting structure being erected between ground and skylight
Part.
The reinforced concrete upright column can be cast in situs or prefabricated.
The lattice tower may also include basis, the basis instrument on ground, for support tower base.
The basis can be isolated footing, commbined foundations or pile foundation.
The basis can be isolated footing, and reinforced concrete upright column is cast in situs, and isolated footing can be with the steel
Reinforced concrete column is poured together by whole.
The basis can be isolated footing, and reinforced concrete upright column can be for prefabricated, and isolated footing is in rim of a cup shape, steel
Reinforced concrete column is inserted in the isolated footing of rim of a cup shape.
The reinforced concrete upright column can surround polygon, and the polygonal length of side is the total height of lattice tower
1/20～1/10.
The polygon can be quadrangle, pentagon or hexagon.
The pylon main body may include at least three truss being connected with least three reinforced concrete upright columns respectively
Column.
The pylon main body may also include the web member being connected between truss upright-column.
At least one of the truss upright-column and web member are concrete filled steel tube.
According to a further aspect in the invention, a kind of wind power generating set may include lattice tower as above.
Lattice tower of the invention, by tower mount is formed as with reinforced concrete structure, with tradition
Lattice tower compare, the overall anti-bending strength of pylon can be strengthened, tower stability is improved.Further, since pylon main body
Lattice tower can be adopted, therefore on the basis of the overall anti-bending strength of pylon is ensured, can also obtain the excellent of lattice tower
Point, for example, convenient transportation, the advantages of be simple to manufacture, lift big convenient, rigidity, good economy performance.
Additionally, tower mount can be formed and surround structure, so as to solve tradition by exemplary embodiment of the invention
The problem of electrical equipment cannot be placed in lattice tower.
Description of the drawings
By the detailed description for carrying out below in conjunction with the accompanying drawings, above and other objects of the present invention, feature and advantage will
Become more fully apparent, wherein：
Fig. 1 is the schematic diagram for illustrating lattice tower of the prior art；
Fig. 2 is the stereogram of the lattice tower for illustrating exemplary embodiment of the invention；
Fig. 3 is the elevation of the lattice tower shown in Fig. 2；
Fig. 4 is the top view of the lattice tower shown in Fig. 2；
Fig. 5 A to Fig. 5 G show the elevation of various forms of web members.
In whole the drawings and specific embodiments, unless be additionally described or arranged, otherwise identical label refers to
Show identical element, feature and structure.For clear, explanation and convenience, accompanying drawing may not be drawn to scale, and can amplify accompanying drawing
The relative size of middle element, ratio and description.
Specific embodiment
There is provided described in detail below, to help reader to obtain to method as described herein, the comprehensive understanding of equipment.So
And, method as described herein, the various change of equipment, modification and its equivalent will be aobvious for those of ordinary skill in the art
And be clear to.Additionally, in order to more clear and succinct, can save for function and structure known to a person of ordinary skill in the art
Description.
Feature described herein can be implemented in different ways, and will be not construed as being confined to as described herein
Example.More precisely, providing example as described herein so that the present invention be thoroughly with it is complete, and will this
The four corner of invention conveys to one of ordinary skill in the art.
Fig. 2 is the stereogram of the lattice tower 100 for illustrating exemplary embodiment of the invention, and Fig. 3 is shown in Fig. 2
Lattice tower elevation, Fig. 4 is the top view of the lattice tower shown in Fig. 2.
Exemplary embodiment of the invention, lattice tower 100 may include tower mount 110, be arranged on pylon bottom
Pylon main body 120 on seat 110.
Tower mount 110 can be used for support tower main body 120.Exemplary embodiment of the invention, tower mount 110
May include at least three reinforced concrete upright columns 111 for vertically arranging and connect on the top of reinforced concrete upright column 111
The crossbeam 112 of reinforced concrete upright column 111 adjacent to each other.
The quantity of reinforced concrete upright column 111 can be at least three.Reinforced concrete upright column 111 can surround a center
Point is in all shape ground arrangement.Preferably, reinforced concrete upright column 111 can surround polygon, for example, arrange four steel as shown in Figure 2
In the case of reinforced concrete column 111, reinforced concrete upright column 111 can surround quadrangle (for example, square).In addition, although
Fig. 2 shows four reinforced concrete upright columns 111 of setting, but not limited to this, may also set up five or six roots of sensation armored concrete is vertical
Post, so as to pentagon or hexagon can be surrounded.
Crossbeam 112 connects reinforced concrete upright column 111 adjacent to each other on the top of reinforced concrete upright column 111, so as to
Integrally-built stability can be strengthened, integrally-built rigidity is improved.For example, crossbeam 112 may include reinforcing bar and concrete.
Every reinforced concrete upright column 111 can be in prism-shaped, for example, quadrangular shape, and as shown in Figure 2.But the present invention is not limited
In this, reinforced concrete upright column 111 also can be cylindrical.Additionally, the vertical height and lateral cross section of reinforced concrete upright column 111
Size with mutually the same, and can arrange around central point.
Exemplary embodiment of the invention, reinforced concrete upright column 111 can be in installation site cast in situs, Huo Zheke
Be it is prefabricated after transport installation site again.
Exemplary embodiment of the invention, tower base 110 may also include and be arranged at ground (that is, supporting base
The soil body or rock mass) on for spacer bar concrete column 111 basic (not shown).As an example, can using isolated footing,
The basis as spacer bar concrete column 111 such as commbined foundations or pile foundation.
Basis of the invention can be isolated footing, and isolated footing often can be using forms such as cylinder and polygons.
Stepped foundation, domatic basis, cup-shaped foundation can be divided into by structural form.It is existing in reinforced concrete upright column as described above 111
Field pour in the case of, can by isolated footing with its it is whole pour together with.Or, in reinforced concrete upright column as described above 111 it is
When prefabricated, rim of a cup shape is made in isolated footing generally, then reinforced concrete upright column 111 is inserted, and available such as microlith
Concrete build-in.
Basis of the invention can be commbined foundations, and commbined foundations can be cross friendship under strip foundation under columns, post
Fork basis, mat foundation and box foundation.Exemplary embodiment of the invention, when based on using commbined foundations,
Basic integral rigidity can be strengthened, globality preferably, is conducive to crossing over soft foundation.
Basis of the invention can be pile foundation, and pile foundation can be by foundation pile and common group of cushion cap for being connected to stake top
Into.Exemplary embodiment of the invention, pile foundation can for embedded footing on piles, low capped pile foundation (if the pile body of foundation pile is all embedded in soil,
Cushion cap bottom surface is contacted with the soil body, then referred to as embedded footing on piles, low capped pile foundation) or elevated footing on piles (if pile body top is basseted and cushion cap bottom position
More than ground, then referred to as elevated footing on piles).Additionally, exemplary embodiment of the invention, pile foundation can be friction pile
Or end-bearing pile (Force principle according to basis is classified) or prefabricated pile or bored concrete pile (are carried out point according to form of construction work
Class).Exemplary embodiment of the invention, when based on using pile foundation, effectively can improve foundation bearing capacity,
Differential settlement and stability against overturning etc..
According to the various base form tools that the present invention, isolated footing, commbined foundations and pile foundation and each of which include
There is structure specified in textbook and/or specification, therefore their structure is not described in detail.
Exemplary embodiment of the invention, the material for the basis of spacer bar concrete column 111 generally may be used
Using armored concrete, plain concrete etc..
Exemplary embodiment of the invention, pylon main body 120 be lattice tower, therefore can have convenient transportation,
The advantages of being simple to manufacture, lift big convenient, rigidity, good economy performance.
Embodiments in accordance with the present invention, lattice tower 100 may also include connection tower mount 110 and pylon main body 120
Connector 130.Truss upright-column 121 can be connected to reinforced concrete upright column 111 by connector 130.For example, connector 130
May include flange and the tubular element being embedded in reinforced concrete upright column 111.Flange can be by tubular element and truss upright-column 121
It is connected to each other, so that tower mount 110 and pylon main body 120 are connected to each other.Although the foregoing describing the concrete of connector 130
Structure, but not limited to this, as long as which can make tower mount 110 and pylon main body 120 be connected to each other.
Pylon main body 120 may include that at least three truss corresponding with least three reinforced concrete upright columns 111 stand respectively
Post 121.Additionally, pylon main body 120 may also include the web member 122 being connected between truss upright-column 121.
The quantity of truss upright-column 121 can be identical with the quantity of reinforced concrete upright column 111, and every truss upright-column 121 can be even
It is connected to every reinforced concrete upright column 111.For example, every truss upright-column 121 can be connected to every reinforcing bar by connector 130 and mix
Solidifying soil column 111.In the case where the quantity of truss upright-column 121 and reinforced concrete upright column 111 is four, difference is may also set up
Four connectors 130 corresponding with them.
Web member 122 by riveting or can be welded to connect between truss upright-column 121 adjacent to each other.Specifically, web member
122 may include horizontal web member 122a and oblique web member 122b.The web member 122 illustrated in Fig. 3 is intersection oblique rod type web member form
One kind, horizontal web member 122a are transversely connected between truss upright-column 121 every preset distance, and oblique web member 122b is in two phases
Intersect between adjacent horizontal web member 122a.
However, the invention is not restricted to this, Fig. 5 A to Fig. 5 G show the elevation of various forms of web members.Wherein, Fig. 5 A
Another kind of form for intersecting oblique rod type web member is illustrated that, Fig. 5 B and Fig. 5 C are illustrated that two kinds of forms of monocline rod-type web member,
Fig. 5 D and Fig. 5 E are illustrated that two kinds of forms of K formula web members, and Fig. 5 F and Fig. 5 G are illustrated that two kinds of forms of subdivided web member.So
And, the invention is not restricted to this, the form that the form of web member 122 is illustrated in being not limited to Fig. 3 and Fig. 5 A to Fig. 5 G, truss in this area
In formula pylon, the various forms of web member may be applicable to the lattice tower in the present invention.
Exemplary embodiment of the invention, one of truss upright-column 121 and web member 122 or the two can be steel pipe
Xoncrete structure.Concrete filled steel tube is that concrete is poured in steel pipe and consolidated, as concrete filled steel tube is combined
The advantage of steel and concrete, therefore its bearing capacity, plasticity and toughness it is higher.
Although it is not shown, but the top of pylon main body 120 can be connected with cabin by counter flange in Fig. 2.
As described in the background section of the application, although traditional lattice tower have convenient transportation, be simple to manufacture,
The advantages of lifting big convenient, rigidity, good economy performance, but, therefore in order to keep the whole of tower body due to lattice tower own wt gently
Body stability, raising bending resistance, the ability of antidumping, can only increase the span between bottom of towe steel column, and such floor space will increase,
Increase sapce charge to use.
The lattice tower 100 of exemplary embodiment of the invention, compared with traditional lattice tower, by adopting
With reinforced concrete upright column 111 come support tower main body 120, the overall anti-bending strength of pylon can be strengthened, pylon is improved stable
Property.Therefore, it can ensure effective intensity in the case of less floor space, so as to reduce floor space, reduces cost.
The base length of side of traditional lattice tower may be up to the 1/10～1/4 of the height of whole pylon, however, of the invention show
The base length of side of the lattice tower of example property embodiment can be only the 1/20～1/10 of the height of whole pylon.
Further, since pylon anti-bending strength strengthen, therefore can by pylon do it is higher, be adapted to make in low wind speed area
With such that it is able to the wind-resources of eminence are made full use of, higher economic benefit is created.
In accordance with an alternative illustrative embodiment of the present invention, tower mount 110 may also include enclosure 113 and covering part 114.
Enclosure 113 can be filled in steel adjacent to each other along the quadrilateral frame formed by reinforced concrete upright column 111
Between reinforced concrete column 111, so as to form the space of all round closure.Enclosure 113 can be formed by various materials, as long as energy
Sealing process is played enough.For example, enclosure 113 can be piled up by concrete and be formed.Additionally, can open up in enclosure 113
There is door, to maintain easily personnel's entrance.
Covering part 114 can be covered in the top of tower mount 110, up to close tower mount 110.Covering part 114
Can be formed by any material, it is preferable that covering part 114 may include armoured concrete slab or color steel.
Additionally, tower mount 110 may additionally include the skylight 115 (as shown in Figure 4) and setting opened up in covering part 114
Between ground and skylight 115 and connect the lift component 116 (for example, stair etc.) on ground and skylight 115, to maintain easily
Personnel are entered in tower mount 110 from skylight 115, or the top surface of tower mount 110 is climbed to by skylight 115.Additionally,
Cable of electrical equipment etc. also can be entered in tower mount 110 by skylight 115.
According to the abovementioned embodiments of the present invention, tower mount 110 can form enclosed construction, therefore can be by electrical equipment (example
Such as, converter switches cabinet, current transformer inverter cabinet, case change etc.) it is arranged in tower mount 110, so as to traditional truss-like can be solved
The problem that electrical equipment in pylon is nowhere laid.Additionally, the attendant resting on the ground can be by being opened in enclosure 113
On door enter in tower mount 110, and the top table that lift component 116 and skylight 115 reach tower mount 110 can be passed through
Face, then reaches cabin by other lift components and keeps in repair blower fan etc..
It should be understood that the strong adaptability of the lattice tower 100 of exemplary embodiment of the invention, can be employed
In land and offshore wind turbine.
The lattice tower of exemplary embodiment of the invention, by tower mount 110 is formed as with reinforcing bar
Xoncrete structure, compared with traditional lattice tower, can strengthen the overall anti-bending strength of pylon, improve tower stability.
Further, since pylon main body can adopt lattice tower, therefore on the basis of the overall anti-bending strength of pylon is ensured, can also obtain
Lattice tower advantage, for example, convenient transportation, be simple to manufacture, lift convenient, rigidity greatly, good economy performance the advantages of.
Additionally, tower mount 110 can be formed encirclement structure by exemplary embodiment of the invention, so as to solve
The problem of electrical equipment cannot be placed in traditional lattice tower.
Although specifically describing the present invention with reference to its exemplary embodiment, those skilled in the art should manage
Solution, in the case of the spirit and scope of the present invention limited without departing from claim, can carry out form and details to which
On various changes.
Claims (18)
1. a kind of lattice tower, it is characterised in that the lattice tower (100) includes：
Tower mount (110), the tower mount (110) include at least three reinforced concrete upright columns (111)；
Pylon main body (120), the pylon main body (120) is truss structure, and is arranged on tower mount (110).
2. lattice tower according to claim 1, it is characterised in that the tower mount (110) is additionally included in described
The top of reinforced concrete upright column (111) connects the crossbeam (112) of the reinforced concrete upright column (111) adjacent to each other.
3. lattice tower according to claim 1, it is characterised in that the lattice tower (100) also includes connection
The tower mount (110) and the connector (130) of the pylon main body (120).
4. lattice tower according to claim 3, it is characterised in that the connector (130) includes flange and pre-buried
Tubular element in the reinforced concrete upright column (111).
5. lattice tower according to claim 1, it is characterised in that the tower mount (110) also includes：
Enclosure (113), is filled between the reinforced concrete upright column (111) adjacent to each other, with the reinforced concrete
Native column (111) forms the space of all round closure together；
Covering part (114), is covered in the top of the tower mount (110).
6. lattice tower according to claim 5, it is characterised in that be provided with the enclosure (113) door and/or
Skylight (115) is offered on the covering part (114).
7. lattice tower according to claim 5, it is characterised in that offer skylight on the covering part (114)
(115), the tower mount (110) also includes the lift component (116) being erected between ground and the skylight (115).
8. lattice tower according to claim 1, it is characterised in that the reinforced concrete upright column (111) is scene
It is pouring or prefabricated.
9. lattice tower according to claim 1, it is characterised in that the lattice tower (100) also includes basis,
The basis instrument is on ground.
10. lattice tower according to claim 9, it is characterised in that the basis is isolated footing, commbined foundations or
Person's pile foundation.
11. lattice towers according to claim 10, it is characterised in that described basic for isolated footing, the reinforcing bar
Concrete column (111) is cast in situs, and the isolated footing and the reinforced concrete upright column (111) are by together with whole pouring.
12. lattice towers according to claim 10, it is characterised in that described basic for isolated footing, the reinforcing bar
Concrete column (111) is prefabricated, and in rim of a cup shape, reinforced concrete upright column (111) is inserted into rim of a cup for the isolated footing
In the isolated footing of shape.
13. lattice towers according to claim 5, it is characterised in that the reinforced concrete upright column (111) surrounds many
Side shape, the polygonal length of side are the 1/20～1/10 of the total height of the lattice tower.
14. lattice towers according to claim 13, it is characterised in that the polygon be quadrangle, pentagon or
Hexagon.
15. lattice tower according to claim 13, it is characterised in that the pylon main body (120) including respectively with
At least three truss upright-columns (121) that at least three reinforced concrete upright columns (111) connect.
16. lattice towers according to claim 15, it is characterised in that the pylon main body (120) also includes connection
Web member (122) between the truss upright-column (121).
17. lattice towers according to claim 16, it is characterised in that the truss upright-column (121) and the web member
At least one of (122) it is concrete filled steel tube.
18. a kind of wind power generating sets, it is characterised in that the wind power generating set is included such as any one of claim 1-17
Described lattice tower.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611258587.1A CN106523296A (en) | 2016-12-30 | 2016-12-30 | Truss type tower and wind generating set comprising truss type tower |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611258587.1A CN106523296A (en) | 2016-12-30 | 2016-12-30 | Truss type tower and wind generating set comprising truss type tower |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106523296A true CN106523296A (en) | 2017-03-22 |
Family
ID=58335965
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611258587.1A Pending CN106523296A (en) | 2016-12-30 | 2016-12-30 | Truss type tower and wind generating set comprising truss type tower |
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| CN (1) | CN106523296A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN109236585A (en) * | 2018-11-30 | 2019-01-18 | 国粤（深圳）科技投资有限公司 | A kind of wind-driven generator tower frame formula frame structure support connection system |
| CN109458303A (en) * | 2018-12-27 | 2019-03-12 | 新疆金风科技股份有限公司 | Pylon and wind power generating set |
| CN112922785A (en) * | 2021-01-08 | 2021-06-08 | 张家口大金风电装备有限公司 | Truss type tower and wind generating set |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109236585A (en) * | 2018-11-30 | 2019-01-18 | 国粤（深圳）科技投资有限公司 | A kind of wind-driven generator tower frame formula frame structure support connection system |
| CN109458303A (en) * | 2018-12-27 | 2019-03-12 | 新疆金风科技股份有限公司 | Pylon and wind power generating set |
| CN112922785A (en) * | 2021-01-08 | 2021-06-08 | 张家口大金风电装备有限公司 | Truss type tower and wind generating set |
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