CN106150922A - A kind of wind power plant and pylon - Google Patents
A kind of wind power plant and pylon Download PDFInfo
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- CN106150922A CN106150922A CN201510188872.XA CN201510188872A CN106150922A CN 106150922 A CN106150922 A CN 106150922A CN 201510188872 A CN201510188872 A CN 201510188872A CN 106150922 A CN106150922 A CN 106150922A
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- pylon
- wooden
- gripper shoe
- linkage section
- transition platform
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Abstract
The present invention relates to technical field of wind power, particularly relate to a kind of wind power plant and pylon.Pylon includes pylon matrix, pylon main body and tower top segment body.The pylon main body being positioned at middle part includes medial support beam, outer support plate and the transition platform that multilamellar is arranged, it is obtained in that stable supporting construction by the interior external supporting structure successively arranged, the pylon provided in the present invention is assembled by each Local Null parts and constitutes, and then obtains enough supporting constructions.In prior art, by overall tubular structure as supporter, this convenience during transport and integral hoisting is low, and meanwhile, overall manufacture, transport and installation cost are high.Obtained significantly increased compared to prior art, the wind power plant of present invention offer and the transport of pylon and installation convenience, and included that the cost manufacturing, transporting and install was reduced significantly.
Description
Technical field
The present invention relates to technical field of wind power, particularly relate to a kind of wind power plant and pylon.
Background technology
Along with the development of China's energy industry, the technology application in various clean energy resource fields is the most universal, its
In, for technical field of wind power, need to use pylon and wind-driven generator is supported.
In recent years, transport and the installation convenience to the pylon for supporting wind-driven generator, and cost
The requirement of the aspects such as reduction is more and more higher, therefore, improves pylon and is transporting and the convenience of installation, simultaneously
Reduce cost and become design object.
In prior art, for the purpose of obtaining more clean energy resource, wind-driven generator becomes more and more large-scale
Changing, the weight of the wind-driven generator including impeller increases, and this is accomplished by mating the highest more firm propping up
The pylon of support wind-driven generator.
At present, pylon is commonly pyramid type or column type tube structure, and pylon is divided into multistage cylinder to carry out group
Dress, following side neck body, as the brace foundation of upside cylinder, the most upwards lifts.Owing to each section of cylinder is equal
As brace foundation, therefore cylinder need to be set to structure firm, that enabling capabilities is strong, as wall thickness dimension is big.
Barrel diameter is big, for other cylinder and the weight of wind turbine equipment on the upside of supporting, generally makes meanwhile
Manufacturing cylinder with metal material, such as steel cylinders, the pylon structure of this kind of steel cylinders assembling is simple,
Field erected principle is simple, but the weight of pylon entirety is big, and the steel material of consuming is big, and this makes transport
During need the gross mass of delivery big, and the monomer traffic requirements of each cylinder is applied heavy duty tonnage
It is poor that the road that means of transport and the height because of single cylinder are caused passes through property, which results in transport just
Victory is low, needs to apply heavy duty equipment to lift in installation process simultaneously.This just causes reality
The convenience installed is low.
Such as, the steel pylon of high 90 meters need to consume steel about 250 tons.Along with the maximization of blower fan develops,
The required height of pylon, diameter and wall thickness are greatly increased, and this not only consumes a large amount of non-renewable resources,
And its material cost and manufacturing cost are high.Additionally, due to land transportation carries high restriction, major diameter pylon
Transport is also a big problem, and large-scale pylon must be transported by steamer, and this results in large fan
Installing geographical position and pylon production base can only be limited in coastal, riparian area, this will be unfavorable for wind
The development of power generating cause.
In above-mentioned prior art, the transport of pylon is low with the convenience in installation process, and owing to transporting,
Design defect in terms of the high in cost of production that the aspects such as installation and material cause is that those skilled in the art need at present
Solve the technical problem that.
Summary of the invention
It is an object of the invention to provide a kind of wind power plant and pylon, will be aobvious by the application of the present invention
Write and improve transport and the convenience in installation process, reduce combining of the aspects such as transport, installation and material simultaneously
Synthesis is originally.
For solving above-mentioned technical problem, the present invention provides a kind of tower for supporting and install wind-driven generator
Frame, including:
Pylon matrix, by the pylon main body of described pylon substrate support be installed on described pylon body top
Tower top segment body；
The described pylon matrix of integrative-structure includes the column foot for being embedded in below earth's surface and is arranged at described
Column foot top and be positioned at the base on more than earth's surface, and it is arranged at the tower of the hollow structure of described base top
Frame linkage section；
Described pylon main body include multiple medial support beam, multiple outer support plate and multiple be horizontally disposed with and
The transition platform being parallel to each other, the outward flange border of described transition platform respectively with multiple described external support
Plate is connected, and the top of described medial support beam and the described transition platform offseted on the upside of it are connected, and described
The bottom of medial support beam with its on the downside of the described transition platform that offsets or described base be connected multiple to realize
Parallel described transition platform is the most hierarchically supported by multiple described inner support beams, each upper and lower sides phase
The described outer support plate supported is the most connected, described pylon linkage section and the described outer support plate on the upside of it
Offset connected；
Described tower top segment body includes being connected the transition tower top installed and described in being installed on described pylon main body
The ring flange at transition tower top top.
Preferably, described outer support plate is specially wooden gripper shoe, the described wood that each upper and lower sides offsets
Matter gripper shoe is the most connected, and the described wooden gripper shoe being positioned at described transition platform edge is put down with described transition
Platform is connected, and described pylon linkage section and the described wooden gripper shoe offseted on the upside of it are connected.
Preferably, upper and lower sides offsets offset location point and the adjacent edge between connected described wooden gripper shoe
Another location point that offsets that the upper and lower sides of side offsets between connected described wooden gripper shoe lays respectively at two
Different vertical height and positions is to realize each described wooden gripper shoe of described transition platform border up and down
Offseting of side is connected as sequence splicing construction straggly.
Preferably, also include that pylon linkage section flange, described pylon linkage section flange include being embedded in described
The downside insert of pylon linkage section and the lamellar steel plate of the described wooden gripper shoe on the upside of wedging, institute
State wooden gripper shoe to be connected with described pylon linkage section by described pylon linkage section flange.
Preferably, also include that tower top flange, described tower top flange include being respectively arranged at the upper side and lower side
Multiple lamellar steel plates, described wooden gripper shoe and/or described transition platform pass through described tower top flange with described
Transition tower top is connected.
Preferably, also include that input/output port, described input/output port include connector base board and be fixed on
Multiple pins of described connector base board two offside, the described wooden gripper shoe that upper and lower sides offsets, Yi Jisuo
The described wooden gripper shoe stating transition platform and its edge is consolidated by the wedging of described input/output port respectively
Even.
Preferably, also include that lateral connector, described lateral connector include horizontal substrate and be fixed on institute
Stating horizontal substrate homonymy and parallel two groups of pins, two groups of pins lay respectively at the two ends of described horizontal substrate,
Two described wooden gripper shoes adjacent in same level are reality by the wedging of described lateral connector
Now it is connected.
Preferably, the hollow structure that structure is regular polygon of described pylon linkage section, described pylon connects
The top on each limit of section is separately installed with wooden gripper shoe.
Preferably, described medial support beam includes wooden post and for connecting the wooden connection of wooden post
Beam, described wooden post two ends described transition platform or described base with upper and lower both sides respectively offsets connected.
Preferably, described transition platform is the regular polygon knot consistent with described pylon linkage section outer margin contour
Structure, each limit outer rim of described transition platform is respectively fixedly connected with described wooden gripper shoe.
Preferably, described transition platform is provided with for the passage by personnel Yu equipment, each described mistake
Crossing and be provided with lowering or hoisting gear between the described passage of platform, the avris of described pylon linkage section is provided with for passing through
Personnel and the gateway of equipment.
Preferably, described lowering or hoisting gear includes stair.
Preferably, described lowering or hoisting gear includes elevator.
Preferably, outside the horizontal outline area of described pylon linkage section is more than the level of described transition tower top
Contour area, the outline of described pylon main body is polygon frustum profile.
Preferably, described wooden gripper shoe, described wooden post and described wooden tie-beam are brushed respectively
Scribble and put moth weather-resistant coating.
The present invention also provides for a kind of wind power plant, including wind-driven generator, also includes any of the above-described item
Described pylon, described wind-driven generator is installed on described tower top.
At one about in the preferred implementation of pylon, pylon includes pylon matrix, is propped up by pylon matrix
The pylon main body of support and the tower top segment body being installed on pylon body top；The pylon matrix bag of integrative-structure
Include the column foot for being embedded in below earth's surface and be arranged at column foot top and be positioned at the base on more than earth's surface, with
And it is arranged at the pylon linkage section of the hollow structure of base top；Pylon main body include multiple medial support beam,
Multiple outer support plate and multiple transition platform being horizontally disposed with and being parallel to each other, the outward flange of transition platform
Border is connected with multiple outer support plate respectively, and the top of medial support beam and the transition offseted on the upside of it are put down
Platform is connected, and the bottom of medial support beam and transition platform or the base offseted on the downside of it are connected many to realize
Individual parallel transition platform is the most hierarchically supported by multiple inner support beams, outside each upper and lower sides offsets
Portion's gripper shoe is the most connected, pylon linkage section with its on the upside of outer support plate offset connected；Tower top section
Body includes being connected the transition tower top installed and be installed on the ring flange at transition tower top top with pylon main body.Logical
Crossing above structure to arrange, the matrix of pylon is structure as a whole, the column foot under earth's surface and base more than earth's surface
The solid foundation collectively formed with the pylon linkage section of hollow structure；The transition tower that tower top segment body includes
The ring flange pushing up and being installed on transition tower top top closely can be connected with wind-driven generator.Pylon matrix is pacified
Dress support pylon main body, pylon main body is horizontally disposed with using each and the transition platform that is parallel to each other is as peace
Dress and constitutionally stable " hierarchy ", specifically, during pylon main body is built in installation, the end of at
Building medial support beam on Zuo, transition platform is installed in the top side of this sections inner side support beam, and this is ground floor
Transition platform, this height transition platform outward flange border be respectively fixedly connected with multiple outer support plate, i.e.
Outer support plate is fitted around with transition platform, and this just can form the profile of closing, and then with ground floor
Transition platform based on, it plays the supporting role that base is similar, then row builds the medial support on top
Beam, and then build the transition platform of the second layer, and outside the outward flange border of second layer transition platform is installed
Portion's gripper shoe, and the outer support plate that each upper and lower sides offsets is the most connected.So, at the knot of each layer
In structure, transition platform is supported by the inner support beam of its underpart, and its height and position is determined, meanwhile,
The external support beam of transition platform outward flange border makes the horizontal level of transition platform be fixed, and for
The external support beam of closed outline, it builds centered by transition platform, thus outside sustained height
Using transition platform as connector between portion's support beam, and make external support beam have each other and " connect
Gusset " structure, i.e. transition platform.Thus, medial support beam, transition platform and external support beam three
Person complements each other, and supports each other, constitutes constitutionally stable structure, this pylon agent structure self structure
Stable, and bearing capacity is strong, good to the heavy burden supportive on top, and constitute each parts list of its structure
Body volume is little, and this just contributes to transport, and requires low to the crane gear of monomer lifting in installation process,
Simultaneously as monomer volume is little, therefore manufacture, the production cost of the aspect such as processing low.
Pylon of the prior art, produce according to height and diametric requirements diameter greatly, the highest cylinder,
And necessarily carry out the whole Transporting of large-diameter cylinder body, this manufacturing cost just causing large scale parts is high,
And transport is with to install convenience low and costly.Therefore, compared to prior art, the tower that the present invention provides
Frame significantly improves transport and the convenience installed, and reduces simultaneously and includes manufacturing, transporting and the side such as installation
The cost in face.
In a preferred implementation in terms of wind power plant, wind-driven generator is installed on
Stating the tower top that preferred implementation provides, the wind power plant that the present invention provides significantly improves fortune
Convenience that is defeated and that install, reduces cost simultaneously, and concrete discussion refer to above-mentioned preferred implementation,
Here is omitted.
Accompanying drawing explanation
In order to be illustrated more clearly that the embodiment of the present invention or technical scheme of the prior art, below will be to reality
Execute the required accompanying drawing used in example or description of the prior art to be briefly described, it should be apparent that below,
Accompanying drawing in description is only embodiments of the invention, for those of ordinary skill in the art, not
On the premise of paying creative work, it is also possible to obtain other accompanying drawing according to the accompanying drawing provided.
Fig. 1 is population structure schematic diagram of the present invention；
Fig. 2 is the pylon basal body structure schematic diagram in the present invention；
Fig. 3 is pylon main body the first structural representation in the present invention；
Fig. 4 is pylon main body the second structural representation in the present invention；
Fig. 5 is the tower top segment body structural representation in the present invention；
In Fig. 1 to Fig. 5: pylon matrix 1, column foot 11, base 12, pylon linkage section 13,
Gateway 131, pylon linkage section flange 14, pylon main body 2, medial support beam 21, wooden
Column 211, wooden tie-beam 212, outer support plate 22, transition platform 23, tower top section
Body 3, transition tower top 31, ring flange 32, tower top flange 33.
Detailed description of the invention
The core of the present invention is to provide a kind of wind power plant and pylon, will be aobvious by the application of the present invention
Write and improve transport and the convenience in installation process, reduce combining of the aspects such as transport, installation and material simultaneously
Synthesis is originally.
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out
Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of the present invention, and
It is not all, of embodiment.Based on the embodiment in the present invention, those of ordinary skill in the art are not doing
Go out the every other embodiment obtained under creative work premise, broadly fall into the scope of protection of the invention.
According to figure, pylon includes pylon matrix 1, the pylon main body 2 supported by described pylon matrix 1
With the tower top segment body 3 being installed on described pylon main body 2 top；
The described pylon matrix 1 of integrative-structure includes the column foot 11 for being embedded in below earth's surface and is arranged at
Described column foot 11 top and be positioned at the base 12 on more than earth's surface, and be arranged in described base 12 top
The pylon linkage section 13 of hollow structure；
Described pylon main body 2 includes that multiple medial support beam 21, multiple outer support plate 22 and multiple level set
The transition platform 23 put and be parallel to each other, the outward flange border of described transition platform 23 is described with multiple respectively
Outer support plate 22 is connected, the top of described medial support beam 21 and the described transition platform offseted on the upside of it
23 are connected, and the bottom of described medial support beam 21 with its on the downside of the described transition platform 23 or described that offsets
Base 12 is connected to realize multiple parallel described transition platform 23 by multiple described inner support beams 21 step by step
Hierarchically supporting, the described outer support plate 22 that each upper and lower sides offsets is the most connected, and described pylon connects
Section 13 with its on the upside of described outer support plate 22 offset connected；
Described tower top segment body 3 includes the transition tower top 31 with the described connected installation of pylon main body 2 and is installed on
The ring flange 32 at described transition tower top 31 top.
The integrative-structure of pylon matrix 1 can by use armored concrete pour in the way of or each metal parts
By the way of welding etc., the column foot 11 of pylon matrix 1 is embedded in below earth's surface thus forms stable support
Structure.The pylon linkage section 13 of hollow structure with its on the upside of outer support plate 22 offset connected, and at tower
Inside the hollow structure of frame linkage section 13, being base 12 bottom it, medial support beam 21 is erected at base 12
On, the transition platform 23 that the top of medial support beam 21 is installed is also in the hollow structure of pylon linkage section 13
Side, and the outer support plate 22 installed on pylon linkage section 13 is connected with the outward flange border of transition platform 23,
Thus form inside and outside linking, the most stable structure, the pylon main body 2 successively built with this structure
Stability and enabling capabilities disclosure satisfy that the tower top segment body 3 to top and the support of wind-driven generator,
The transition tower top 31 that tower top segment body 3 includes can be connected connected with pylon main body 2, and is arranged on transition tower
The ring flange 32 pushing up 31 tops installs the parts of wind-driven generator, itself and wind-driven generator as reality contact
Respective outer side edges arrange.
Thus, in pylon structure, the pylon main body 2 of whole height and volume maximum is by multiple medial support
Beam 21, outer support plate 22 and transition platform 23 and build composition, this makes the volume of single part relative
Little, weight is relatively light, and this just improves convenience in transport and installation process, meanwhile, and pylon whole
Body manufacture, transport have also been obtained with installation cost and significantly decrease.
On the basis of embodiments above, for install along each layer transition platform 23 outward flange border
Outer support plate 22, arranges outer support plate 22 and is specially wooden gripper shoe, the wood that each upper and lower sides offsets
Matter gripper shoe is the most connected, and the wooden gripper shoe being positioned at transition platform 23 edge is connected with transition platform 23,
Pylon linkage section 13 and the wooden gripper shoe offseted on the upside of it are connected.Due in the structure of pylon, including
Cross the single part such as platform 23, medial support beam 21 and outer support plate 22 to carry out according to above-mentioned specific embodiment party
Structure in formula is built, and this structure maintains stability and enabling capabilities with mutual supporting construction,
Rather than carry out independent support with similar monomer high-volume parts of the prior art, therefore, the present invention carries
In the pylon of confession, each outer support plate 22 is used wooden gripper shoe, and then carry out pylon and build, this
While maintaining stability in the large and enabling capabilities, compared to prior art uses metallic element
Setting, this pylon reduce further cost.
Further, upper and lower sides offsets offset location point and the adjacent avris between connected wooden gripper shoe
Upper and lower sides offset another location point that offsets between connected wooden gripper shoe lay respectively at two different
Vertical height and position is connected offseting of upper and lower sides with each the wooden gripper shoe realizing transition platform 23 border
For sequence splicing construction straggly.So structure is arranged, the overall structure that each wooden gripper shoe is formed
In, the location point that the wooden gripper shoe of each group upper and lower sides is offseted all is positioned at different horizontal planes, and then
Avoid in same level, transition platform 23 outward flange border is provided with multiple subtracting point and is caused
The probability that fractures in this horizontal plane with big probability, this makes the stability of pylon be improved.
Further, also include that pylon linkage section flange 14, pylon linkage section flange 14 include being embedded in tower
The downside insert of frame linkage section 13 and the lamellar steel plate of the wooden gripper shoe on the upside of wedging, wooden
Fagging is connected with pylon linkage section 13 by pylon linkage section flange 14.The setting of pylon linkage section flange 14,
The installation convenience that wooden gripper shoe is installed on pylon linkage section 13 is improved further.
Further, also include that tower top flange 33, tower top flange 33 include being respectively arranged at the upper side and lower side
Multiple lamellar steel plates, wooden gripper shoe and/or transition platform 23 are by tower top flange 33 and transition tower top 31
It is connected.In tower top segment body 3 is installed on the structure of pylon main body 2, made by the setting of tower top flange 33
With, it is possible to complete the most easily to install.
Further, also including input/output port, input/output port includes connector base board and the company of being fixed on
Connect multiple pins of device substrate two offside.For wooden gripper shoe, fixing of the wooden gripper shoe of upper and lower sides
The fixed installation of the wooden gripper shoe at installation and transition platform 23 and its edge, the fixing side of the structure of optimization
Formula is to be realized by the wedging of pin, and the input/output port provided in this specific embodiment, it is at adapter
Two offsides of substrate are respectively equipped with multiple pin, this wooden gripper shoe making upper and lower sides and transition platform
Fixed installation between 23 and the wooden gripper shoe in edge has been wedged by the both sides of input/output port, and this enters
One step improves the convenience of installation.
Further, also including lateral connector, lateral connector includes horizontal substrate and is fixed on laterally
Substrate homonymy and parallel two groups of pins, two groups of pins lay respectively at the two ends of horizontal substrate, at same water
Two wooden gripper shoes adjacent in plane realize being connected by the wedging of lateral connector.With a upper tool
Body embodiment is similar to, and the lateral connector arranged in the present embodiment is wooden from avris adjacent two that are connected
Installation convenience during connecting plate is improved.
Further, for pylon linkage section 13, its hollow structure being regular polygon is set, due to wood
The most facile version of matter gripper shoe is rectangle stereochemical structure, i.e. cuboid, in rectangular structure
Wooden gripper shoe when being arranged on pylon linkage section 13, necessarily form polygonized structure, the wood of same specification
The structure that matter gripper shoe builds is positive gengon structure, therefore arranges pylon linkage section 13 for regular polygon
Hollow structure, it adapts with the wooden gripper shoe on top.
Further, it is also possible to medial support beam 21 is set and includes wooden post 211 and for connecting wooden standing
The wooden tie-beam 212 of post 211, wooden post 211 two ends respectively with transition platform 23 or the end of upper and lower both sides
Seat 12 offsets connected.On the basis of outer support plate 22 is set to wooden gripper shoe, medial support beam is set
21 build composition by wooden post 211 and wooden tie-beam 212, and this is while ensureing stability of strutting system
Reduce further cost.
Further, arranging transition platform 23 is the regular polygon consistent with pylon linkage section 13 outer margin contour
Structure, each limit outer rim of transition platform 23 is respectively fixedly connected with wooden gripper shoe.So arrange so that transition
Platform 23, pylon linkage section 13 and wooden gripper shoe constitute the overall structure of regular polygon, its globality
By force, install convenient.
For transition platform 23, each transition platform 23 is provided for the passage by personnel Yu equipment,
Being provided with lowering or hoisting gear between the passage of each transition platform 23, the avris of pylon linkage section 13 is provided with for leading to
Cross the gateway 131 of personnel and equipment.So arrange, in use, by internal passage pair
Overall wind power plant carries out material conveying and maintenance, improves convenience and safety.
Update device in above-mentioned specific embodiment can include stair or elevator.
On the basis of each specific embodiment above-mentioned, the horizontal outline area of pylon linkage section 13 is set
More than the horizontal outline area of transition tower top 31, the outline of pylon main body 2 is polygon frustum profile.
The overall use reduced in frustum profile and optimize material of pylon, reduce further cost.It addition,
Improve pylon stability in the large.
For wooden gripper shoe, wooden post 211 and wooden tie-beam 212, can brush and put the weather-proof painting of moth
Material, thus improve the service life of pylon.
At one about the wind-power electricity generation in the specific embodiment of wind power plant, in wind power plant
Machine is arranged on the top of the pylon that each specific embodiment above-mentioned provides.The transport of this wind power plant and
Installation convenience is high, and cost is significantly decreased simultaneously, and concrete discussion refers to that above-mentioned each is concrete
Embodiment, here is omitted.
Note that in each specific embodiment above-mentioned, in the expansion discussion of pylon, due to pylon
Each partial structurtes need to discuss successively, therefore each increase technical characteristic proposed one by one, and due to
The technical characteristic proposed in each specific embodiment has no effect on the entirety of pylon in proposition order successively sequence
Constituting, the sequencing of each specific embodiment the most above-mentioned does not limit, i.e. each specific embodiment
Sequence can sequentially change.
Described above to the disclosed embodiments, makes professional and technical personnel in the field be capable of or uses
The present invention.Multiple amendment to these embodiments will be aobvious and easy for those skilled in the art
See, generic principles defined herein can without departing from the spirit or scope of the present invention,
Realize in other embodiments.Therefore, the present invention is not intended to be limited to the embodiments shown herein,
And it is to fit to the widest scope consistent with principles disclosed herein and features of novelty.
Claims (16)
1. the pylon being used for supporting and install wind-driven generator, it is characterised in that including:
Pylon matrix (1), the pylon main body (2) supported by described pylon matrix (1) and be installed on institute
State the tower top segment body (3) at pylon main body (2) top；
The described pylon matrix (1) of integrative-structure include the column foot (11) for being embedded in below earth's surface and
It is arranged at described column foot (11) top and is positioned at the base (12) on more than earth's surface, and being arranged at described
The pylon linkage section (13) of the hollow structure at base (12) top；
Described pylon main body (2) includes multiple medial support beam (21), multiple outer support plate (22)
With multiple transition platforms (23) being horizontally disposed with and being parallel to each other, the outside of described transition platform (23)
Edge border is connected with multiple described outer support plate (22) respectively, the top of described medial support beam (21)
Portion and the described transition platform (23) offseted on the upside of it are connected, and the end of described medial support beam (21)
Portion and the described transition platform (23) offseted on the downside of it or described base (12) are connected multiple flat to realize
The described transition platform (23) of row is the most hierarchically supported, respectively by multiple described inner support beams (21)
The described outer support plate (22) that individual upper and lower sides offsets is the most connected, described pylon linkage section (13) with
Described outer support plate (22) on the upside of it offsets connected；
Described tower top segment body (3) includes the transition tower top (31) installed connected with described pylon main body (2)
With the ring flange (32) being installed on described transition tower top (31) top.
2. pylon as claimed in claim 1, it is characterised in that described outer support plate (22) is concrete
For wooden gripper shoe, the described wooden gripper shoe that each upper and lower sides offsets is the most connected, is positioned at described transition
The described wooden gripper shoe at platform (23) edge is connected with described transition platform (23), and described pylon is even
The section of connecing (13) and the described wooden gripper shoe offseted on the upside of it are connected.
3. pylon as claimed in claim 2, it is characterised in that upper and lower sides offsets connected described wooden
The location point that offsets between gripper shoe offset with the upper and lower sides of adjacent avris connected described wooden gripper shoe it
Between another location point that offsets lay respectively at two different vertical height and positions to realize described transition platform
(23) each described wooden gripper shoe of border is connected as sequence splicing construction straggly offseting of upper and lower sides.
4. pylon as claimed in claim 3, it is characterised in that also include pylon linkage section flange (14),
Described pylon linkage section flange (14) includes the downside insert being embedded in described pylon linkage section (13)
With the lamellar steel plate of the described wooden gripper shoe for wedging upside, described wooden gripper shoe passes through described tower
Frame linkage section flange (14) is connected with described pylon linkage section (13).
5. pylon as claimed in claim 4, it is characterised in that also include tower top flange (33), institute
State tower top flange (33) and include being respectively arranged at multiple lamellar steel plates of the upper side and lower side, described wooden
Fagging and/or described transition platform (23) are by described tower top flange (33) and described transition tower top (31)
It is connected.
6. pylon as claimed in claim 5, it is characterised in that also include input/output port, described double
Include connector base board to adapter and be fixed on multiple pins of described connector base board two offside, up and down
The described wooden gripper shoe that side offsets, and described wooden of described transition platform (23) and its edge
Fagging is connected by the wedging of described input/output port respectively.
7. pylon as claimed in claim 6, it is characterised in that also include lateral connector, described horizontal stroke
Include horizontal substrate to adapter and be fixed on described horizontal substrate homonymy and parallel two groups of pins, two groups
Pin lays respectively at the two ends of described horizontal substrate, described wooden of adjacent in same level two
Fagging realizes being connected by the wedging of described lateral connector.
8. pylon as claimed in claim 7, it is characterised in that the knot of described pylon linkage section (13)
Structure is the hollow structure of regular polygon, and the top on each limit of described pylon linkage section (13) is separately installed with wood
Matter gripper shoe.
9. pylon as claimed in claim 8, it is characterised in that described medial support beam (21) includes
Wooden post (211) and be used for connecting the wooden tie-beam (212) of wooden post (211), described wood
Matter column (211) two ends respectively with described transition platform (23) or the described base (12) of upper and lower both sides
Offset connected.
10. pylon as claimed in claim 9, it is characterised in that described transition platform (23) for institute
State the regular polygon structure that pylon linkage section (13) outer margin contour is consistent, described transition platform (23)
Each limit outer rim is respectively fixedly connected with described wooden gripper shoe.
11. pylons as claimed in claim 10, it is characterised in that described transition platform sets on (23)
Have for setting between the passage by personnel Yu equipment, the described passage of each described transition platform (23)
Lowering or hoisting gear, the avris of described pylon linkage section (13) is had to be provided with for the discrepancy by personnel Yu equipment
Mouth (131).
12. pylons as claimed in claim 11, it is characterised in that described lowering or hoisting gear includes stair.
13. pylons as claimed in claim 11, it is characterised in that described lowering or hoisting gear includes elevator.
14. pylons as described in any one of claim 1 to 13, it is characterised in that described pylon linkage section
(13) horizontal outline area is more than the horizontal outline area of described transition tower top (31), described
The outline of pylon main body (2) is polygon frustum profile.
15. pylons as claimed in claim 14, it is characterised in that in described wooden gripper shoe, described
Brush respectively in wooden post and described wooden tie-beam and put moth weather-resistant coating.
16. 1 kinds of wind power plants, including wind-driven generator, it is characterised in that also include such as right
Requiring the pylon described in 1 to 15 any one, described wind-driven generator is installed on described tower top.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510188872.XA CN106150922A (en) | 2015-04-21 | 2015-04-21 | A kind of wind power plant and pylon |
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| CN201510188872.XA CN106150922A (en) | 2015-04-21 | 2015-04-21 | A kind of wind power plant and pylon |
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| CN106150922A true CN106150922A (en) | 2016-11-23 |
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| CN201510188872.XA Pending CN106150922A (en) | 2015-04-21 | 2015-04-21 | A kind of wind power plant and pylon |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108194273A (en) * | 2018-02-08 | 2018-06-22 | 焦作大学 | A kind of intelligent elevated wind-driven generator bolster stake |
| WO2020248611A1 (en) * | 2019-06-12 | 2020-12-17 | 广州雅图新能源科技有限公司 | Concrete water storage tower drum of vertical-axis wind turbine |
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| CN101435415A (en) * | 2007-11-15 | 2009-05-20 | 通用电气公司 | Methods and systems for assembling a tower |
| WO2010032075A1 (en) * | 2008-09-19 | 2010-03-25 | Alejandro Cortina-Cordero | Post-tensioned concrete and steel tower for wind generators |
| CN202017585U (en) * | 2011-04-22 | 2011-10-26 | 辽宁大金重工股份有限公司 | Multi-section concrete wind power tower |
| CN102782319A (en) * | 2009-09-11 | 2012-11-14 | 木材塔有限公司 | Tower for a wind power station and method for erecting a tower for a wind power station |
| CN102947525A (en) * | 2010-05-12 | 2013-02-27 | 木材塔有限公司 | Tower for a wind power plant and method for erecting a tower for a wind power plant |
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| CN101435415A (en) * | 2007-11-15 | 2009-05-20 | 通用电气公司 | Methods and systems for assembling a tower |
| WO2010032075A1 (en) * | 2008-09-19 | 2010-03-25 | Alejandro Cortina-Cordero | Post-tensioned concrete and steel tower for wind generators |
| CN102782319A (en) * | 2009-09-11 | 2012-11-14 | 木材塔有限公司 | Tower for a wind power station and method for erecting a tower for a wind power station |
| CN102947525A (en) * | 2010-05-12 | 2013-02-27 | 木材塔有限公司 | Tower for a wind power plant and method for erecting a tower for a wind power plant |
| CN202017585U (en) * | 2011-04-22 | 2011-10-26 | 辽宁大金重工股份有限公司 | Multi-section concrete wind power tower |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108194273A (en) * | 2018-02-08 | 2018-06-22 | 焦作大学 | A kind of intelligent elevated wind-driven generator bolster stake |
| CN108194273B (en) * | 2018-02-08 | 2019-04-26 | 焦作大学 | A kind of intelligent elevated wind-driven generator bolster stake |
| WO2020248611A1 (en) * | 2019-06-12 | 2020-12-17 | 广州雅图新能源科技有限公司 | Concrete water storage tower drum of vertical-axis wind turbine |
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Address after: 311106 Zhejiang City, Yuhang Province Economic and Technological Development Zone (Qianjiang Economic Development Zone) downwind Road, No. 558, No. Applicant after: Zhejiang Windey Wind Power Co., Ltd. Address before: 310012, Zhejiang, Hangzhou, No. two Wen Road, West Lake international science and technology building, block A, building 22 Applicant before: Zhejiang Windey Wind Power Co., Ltd. |
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Application publication date: 20161123 |