CN202065129U - Vertical type multilayer wind power generation system with foundation platform and frame steel cable firmly combined - Google Patents
Vertical type multilayer wind power generation system with foundation platform and frame steel cable firmly combined Download PDFInfo
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- CN202065129U CN202065129U CN2011201825357U CN201120182535U CN202065129U CN 202065129 U CN202065129 U CN 202065129U CN 2011201825357 U CN2011201825357 U CN 2011201825357U CN 201120182535 U CN201120182535 U CN 201120182535U CN 202065129 U CN202065129 U CN 202065129U
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Abstract
The utility model discloses a vertical type multilayer wind power generation system with a foundation platform and a frame steel cable which are firmly combined, which relates to a vertical type multilayer wind power machine system and aims to solve the problems of small anti-overturning moment and low storm destruction resistance in a traditional wind power generation system. Foundation crossbeam reinforcement cages of the foundation platform are encircled to form a foundation frame; a generator housing reinforcement cage is arranged in the center of the foundation frame through internal support beam reinforcement cages; fixed steel cable square pier reinforcement cages are arranged all around the foundation frame through fixed steel cable square pier support beam reinforcement cages; the lower ends of the fixed steel cable square pier reinforcement cages, pillar square pier reinforcement cages, the generator housing reinforcement cage and the foundation crossbeam reinforcement cages are fixedly connected with ground pile reinforcement cages; the foundation platform is integrally cast by concrete; the lower ends of the ground pile reinforcement cages are driven underground; and a multilayer compound wind power system is connected with pull rings on the fixed steel cable square pier reinforcement cages through a frame steel cable stabilizing system in the manner of tensioning. The vertical type multilayer wind power generation system with the foundation platform and the frame steel cable which are firmly combined is used for wind power generation.
Description
Technical field
The utility model relates to a kind of vertical multilayer wind power machine system, is specifically related to the firm vertical multilayer wind-power generating system of a kind of ground based platform and framework wirerope associating, belongs to technical field of wind power generation.
Background technique
Along with the aggravation of world energy sources crisis, wind-power electricity generation has become the focus of social development as new energy.
So far, traditional wind-driven generator comprises propeller generator and vertical-shaft aerogenerator, traditional wind-driven generator does not have vertical wind power ground based platform and wirerope stabilisation system, utilize huge cylinder to do pillar, need very dark very big ground do root and basis, just be unlikely to be urged and ruin by wind.So wind-driven generator is support moment and the stability that increases wind-driven generator by the area of the diameter of volume that increases pylon or tower tube and increase basic foundation, the wind-driven generator volume is big, damaged and destruction by storm wind.
Find through literature search prior art, China Patent No. is that 200520039030.X, notification number are CN2795476, the day for announcing to be the patent on July 12nd, 2006, a kind of frame structure wind energy gathering enhancing wind generating unit that moves door with auto chock is disclosed, the collection brattice of two road reinforced concrete of this technology is connected with the air channel wind outlet frame of a steel structure, and wind power generating set is installed on the wind outlet frame of air channel.This model structure adopts the brattice body that collects of reinforced concrete to increase systematic air flow and supporting dynamics, and volume is big, and no flexibility can not adapt to wind direction and change.
Also find in the retrieval, China Patent No. is 200720133226.4, notification number is CN 201144765, the day for announcing to be the patent on November 5th, 2008, a kind of wind-gathering type wind powered generator is disclosed, this technology has a plurality of active set wind fan housings, because the structure and the rudder driving force of a plurality of active set fan housings are limit, this kind structure only can be used for very small-capacity generator.
Also disclose a kind of collection wind vertical wind power generation system in the prior art, its patent No. 201010272913.0, above-mentioned patent have overcome traditional low defective of three oar blade type wind-power generating system wind power utilization rates; But still there is the weak drawback of the little and uprising wind lethality of anti-tilting moment.
So, still have the weak drawback of the little and uprising wind lethality of anti-tilting moment in the wind-power generating system of the prior art.
The model utility content
The purpose of this utility model is the problem that still exists in the existing wind-power generating system a little less than the little and uprising wind lethality of anti-tilting moment in order to solve, and then a kind of ground based platform and the firm vertical multilayer wind-power generating system of framework wirerope associating are provided.
For realizing above-mentioned model utility purpose, the firm vertical multilayer wind-power generating system of ground described in the utility model based platform and the associating of framework wirerope comprises MULTILAYER COMPOSITE pneumatic power system and framework wirerope stabilisation system; The firm vertical multilayer wind-power generating system of ground based platform and the associating of framework wirerope also comprises the ground based platform, described ground based platform comprises a plurality of ground crossbeam Framework Of Steel Reinforcement, a plurality of column square pier Framework Of Steel Reinforcement, the generator pit Framework Of Steel Reinforcement, a plurality of fixedly wirerope square pier Framework Of Steel Reinforcement, a plurality of fixedly wirerope square pier support beam Framework Of Steel Reinforcement, a plurality of inner support beam steel skeletons and a plurality of pile Framework Of Steel Reinforcement, a plurality of ground crossbeam Framework Of Steel Reinforcement surround the formation foundation framework, each seamed edge place of foundation framework respectively is installed with a column square pier Framework Of Steel Reinforcement, described generator pit Framework Of Steel Reinforcement is arranged on the center of foundation framework, and fixedly connected with foundation framework by a plurality of inner support beam steel skeletons, described a plurality of fixedly wirerope square pier Framework Of Steel Reinforcement be arranged in foundation framework around, and each fixedly wirerope square pier Framework Of Steel Reinforcement by one fixedly wirerope square pier support beam Framework Of Steel Reinforcement fixedly connected with corresponding column square pier Framework Of Steel Reinforcement, each fixedly is fixedly connected with a pile Framework Of Steel Reinforcement in the lower end of wirerope square pier Framework Of Steel Reinforcement, the lower end of each column square pier Framework Of Steel Reinforcement is fixedly connected with a pile Framework Of Steel Reinforcement, the lower end of generator pit Framework Of Steel Reinforcement is connected with a pile Framework Of Steel Reinforcement, the lower end of each ground crossbeam Framework Of Steel Reinforcement is fixedly connected with one or two or a plurality of pile Framework Of Steel Reinforcement, described a plurality of ground crossbeam Framework Of Steel Reinforcement, a plurality of column square pier Framework Of Steel Reinforcement, the generator pit Framework Of Steel Reinforcement, a plurality of fixedly wirerope square pier Framework Of Steel Reinforcement, a plurality of fixedly wirerope square pier support beam Framework Of Steel Reinforcement, a plurality of inner support beam steel skeletons and a plurality of pile Framework Of Steel Reinforcement are by the integrated poured ground based platform that forms of concrete, be driven underground in the lower end of pile Framework Of Steel Reinforcement, the pneumatic power of MULTILAYER COMPOSITE system strains by the draw ring on a plurality of fixedly wirerope square pier Framework Of Steel Reinforcement of framework wirerope stabilisation system and ground based platform and is connected.
After adopting above-mentioned technological scheme, wind-power generating system of the present utility model has following advantage: increased anti-tilting moment and uprising wind lethality; Maximum functional wind district's limit and wind power utilization rate have been improved simultaneously, increase electric motor power, improved the Security and stability of wind-driven generator operation, reduced wind-driven generator machine volume and floor space, save a large amount of steel and cost, help the high capacity of wind-driven generator.It is as follows that concrete advantage embodies data:
1, with the power wind-power generating system compare, volume-diminished is more than 70%;
2, comparing the total cost cost with three traditional oar blade type wind power systems reduces more than 50%;
3, the wind field land use capability improves more than 5 times;
4, installation and maintenance and cost of transportation have reduced more than 70%;
5, system adopts stacked structure, and therefore multi-deck combined can constitute the above wind-driven generator group system of high-power 10 MW class.
Description of drawings
Fig. 1 is the perspective view of the firm vertical multilayer wind-power generating system of the utility model ground based platform and the associating of framework wirerope;
Fig. 2 is the perspective view of ground based platform 1;
Fig. 3 is that column square pier Framework Of Steel Reinforcement 11 is installed the three-dimensional structure diagram of relation with pile Framework Of Steel Reinforcement 16;
Fig. 4 is for fixedly wirerope square pier Framework Of Steel Reinforcement 13 and pile Framework Of Steel Reinforcement 16 are installed the three-dimensional structure diagram of relation;
Fig. 5 is the arrangement relation figure of pile Framework Of Steel Reinforcement 16 on the ground based platform 1;
Fig. 6 is ground based platform and the firm horizontal perspective view of drawing horizontal wirerope 21 of vertical multilayer wind-power generating system employing of framework wirerope associating;
Fig. 7 is the perspective view that the firm vertical multilayer wind-power generating system of ground based platform and the associating of framework wirerope adopts the oblique rollering steel cable.
Embodiment
Below in conjunction with drawings and Examples the technical solution of the utility model is further explained, but following content is not used in qualification protection domain of the present utility model.
Embodiment one:In conjunction with Fig. 1 to Fig. 5 present embodiment is described, the ground based platform of present embodiment and the firm vertical multilayer wind-power generating system of framework wirerope associating, it comprises the pneumatic power of MULTILAYER COMPOSITE system 3 and framework wirerope stabilisation system 2; The firm vertical multilayer wind-power generating system of ground based platform and the associating of framework wirerope also comprises ground based platform 1, described ground based platform 1 comprises a plurality of ground crossbeam Framework Of Steel Reinforcement 10, a plurality of column square pier Framework Of Steel Reinforcement 11, generator pit Framework Of Steel Reinforcement 12, a plurality of fixedly wirerope square pier Framework Of Steel Reinforcement 13, a plurality of fixedly wirerope square pier support beam Framework Of Steel Reinforcement 14, a plurality of inner support beam steel skeletons 15 and a plurality of pile Framework Of Steel Reinforcement 16, a plurality of ground crossbeam Framework Of Steel Reinforcement 10 surround the formation foundation framework, each seamed edge place of foundation framework respectively is installed with a column square pier Framework Of Steel Reinforcement 11, described generator pit Framework Of Steel Reinforcement 12 is arranged on the center of foundation framework, and fixedly connected with foundation framework by a plurality of inner support beam steel skeletons 15, described a plurality of fixedly wirerope square pier Framework Of Steel Reinforcement 13 be arranged in foundation framework around, and each fixedly wirerope square pier Framework Of Steel Reinforcement 13 by one fixedly wirerope square pier support beam Framework Of Steel Reinforcement 14 fixedly connected with column square pier Framework Of Steel Reinforcement 11 accordingly, each fixedly is fixedly connected with a pile Framework Of Steel Reinforcement 16 in the lower end of wirerope square pier Framework Of Steel Reinforcement 13, the lower end of each column square pier Framework Of Steel Reinforcement 11 is fixedly connected with a pile Framework Of Steel Reinforcement 16, the lower end of generator pit Framework Of Steel Reinforcement 12 is connected with a pile Framework Of Steel Reinforcement 16, the lower end of each ground crossbeam Framework Of Steel Reinforcement 10 is fixedly connected with one or two or a plurality of pile Framework Of Steel Reinforcement 16, described a plurality of ground crossbeam Framework Of Steel Reinforcement 10, a plurality of column square pier Framework Of Steel Reinforcement 11, generator pit Framework Of Steel Reinforcement 12, a plurality of fixedly wirerope square pier Framework Of Steel Reinforcement 13, a plurality of fixedly wirerope square pier support beam Framework Of Steel Reinforcement 14, a plurality of inner support beam steel skeletons 15 and a plurality of pile Framework Of Steel Reinforcement 16 are by the integrated poured ground based platform 1 that forms of concrete, be driven underground in the lower end of pile Framework Of Steel Reinforcement 16, the pneumatic power of MULTILAYER COMPOSITE system 3 strains by the draw ring 13-1 on a plurality of fixedly wirerope square pier Framework Of Steel Reinforcement 13 of framework wirerope stabilisation system 2 and ground based platform 1 and is connected.
The pneumatic power of MULTILAYER COMPOSITE in present embodiment system 3 is a prior art, and it is disclosed in, and the patent No. is 201010272913.0, the model utility name is called in the utility model patent of collection wind vertical wind power generation system.
Embodiment two:In conjunction with Fig. 6 present embodiment is described, the framework wirerope stabilisation system 2 of present embodiment comprises that many are drawn tiltedly that jackstay 20 and Duo Gen are horizontal to draw horizontal wirerope 21, the drift angle of the box frame 30 at the pneumatic power of MULTILAYER COMPOSITE system 3 tops respectively tiltedly draws jackstay 20 and draw ring 13-1 on the corresponding fixedly wirerope square pier Framework Of Steel Reinforcement 13 to strain by one to be connected, and the drift angle of all the other box frames 30 of the pneumatic power of MULTILAYER COMPOSITE system 3 except that the box frame 30 at top respectively horizontally draws horizontal wirerope 21 to be connected with tiltedly drawing jackstay 20 accordingly by one.So be provided with, make between vertical multilayer wind-power generating system and the ground based platform 1 and keep perpendicularity preferably, make whole box frame distortion less, no matter wind from which direction blows, the wirerope wind-driven generator box frame that can be strained and fixed, entire system is stable, make wind-driven generator vertically establish and be stabilized on the ground based platform, make wind-power generating system do not destroyed by wind-force, produced huge anti-tilting moment simultaneously, reduce the distortion and the vibration of wind-driven generator box frame, increase the stability of a system and Security.Other composition is identical with embodiment one with annexation.
Can increase many wireropes at the drift angle place of box frame in the present embodiment, to increase the force bearing point of stabilisation system, make wirerope and box frame stressed evenly, make box frame not produce distortion or make the box frame distortion minimum, produce maximum and best firm effect.
Embodiment three:In conjunction with Fig. 6 present embodiment is described, present embodiment horizontal draws horizontal wirerope 21 to be connected by connecting ring 22 with tiltedly drawing between the jackstay 20 accordingly.So be provided with, horizontally draw horizontal wirerope 21 can to slide tiltedly drawing on the jackstay 20 automatically by connecting ring 22, make each layer box body framework 30 be subjected to the wirerope pulling force to regulate equilibrium automatically, make between vertical multilayer wind-power generating system and the ground based platform 1 to keep the maximum perpendicular degree, make whole box frame distortion minimum.Other composition is identical with embodiment two with annexation.
Embodiment four:In conjunction with Fig. 7 present embodiment is described, the framework wirerope stabilisation system 2 of present embodiment comprises that many are tiltedly drawn jackstay 20 and Duo Gen tiltedly to draw time wirerope 23, the drift angle of the box frame 30 at the pneumatic power of MULTILAYER COMPOSITE system 3 tops respectively tiltedly draws jackstay 20 to be connected with the draw ring 13-1 tension of corresponding fixedly wirerope square pier Framework Of Steel Reinforcement 13 by one, the drift angle of all the other box frames 30 of the pneumatic power of MULTILAYER COMPOSITE system 3 except that the box frame 30 at top respectively by one tiltedly draw inferior wirerope 23 with accordingly fixedly the draw ring 13-1 on the wirerope square pier Framework Of Steel Reinforcement 13 strain and be connected.So be provided with, make between vertical multilayer wind-power generating system and the ground based platform 1 and keep perpendicularity preferably, make whole box frame distortion less, no matter wind from which direction blows, the wirerope wind-driven generator box frame that can be strained and fixed, entire system is stable, make wind-driven generator vertically establish and be stabilized on the ground based platform, make wind-power generating system do not destroyed by wind-force, produced huge anti-tilting moment simultaneously, reduce the distortion and the vibration of wind-driven generator box frame, increase the stability of a system and Security.Other composition is identical with embodiment one with annexation.
Can increase many wireropes at the drift angle place of box frame in the present embodiment, to increase the force bearing point of stabilisation system, make wirerope and box frame stressed evenly, make box frame not produce distortion or make the box frame distortion minimum, produce maximum and best firm effect.
Embodiment five:The foundation framework that a plurality of ground crossbeam Framework Of Steel Reinforcement 10 of present embodiment surround formation is a kind of in triangular ground base frame, pentagon foundation framework, heptagon foundation framework or the nonagon foundation framework.So be provided with, be convenient to moulding by casting.Other composition is identical with embodiment one, two, three or four with annexation.
Embodiment six:The foundation framework that a plurality of ground crossbeam Framework Of Steel Reinforcement 10 of present embodiment surround formation is tetragonal foundation framework, hexagon foundation framework or a kind of in the base frame octagonally.So be provided with, be convenient to moulding by casting.Other composition is identical with embodiment one, two, three or four with annexation.
Embodiment seven:In conjunction with Fig. 2 and Fig. 5 present embodiment is described, each of present embodiment fixedly wirerope square pier Framework Of Steel Reinforcement 13 is arranged on the diagonal angle elongation line of quadra.So be provided with, each wirerope complementation of framework wirerope stabilisation system 2 is also worked in coordination, and produces balance and stability moment, produces the best firm characteristic of balance, makes the wind-power electricity generation rotation steady.Other composition is identical with embodiment six with annexation.
Embodiment eight:In conjunction with Fig. 1, Fig. 2, Fig. 3, Fig. 4, Fig. 6 and Fig. 7 present embodiment being described, is driven underground in 25 meters in the lower end of the pile Framework Of Steel Reinforcement 16 of present embodiment.So be provided with, vertical multilayer wind-power generating system is applicable to and is installed in the land, decide better based platform 1 regularly, the anti-tilting moment and the uprising wind energy power of increase wind-power generating system on the geology composition according to the depth of drive of geological state pile Framework Of Steel Reinforcement.Other composition is identical with embodiment one, two, three, four, five, six or seven with annexation.
Embodiment nine:In conjunction with Fig. 1, Fig. 2, Fig. 3, Fig. 4, Fig. 6 and Fig. 7 present embodiment being described, is driven underground in the lithosphere in the lower end of the pile Framework Of Steel Reinforcement 16 of present embodiment, and firmly is connected with lithosphere.So be provided with, vertical multilayer wind-power generating system is applicable to and is installed in seashore and sea, and better based platform 1 regularly increases the anti-tilting moment and the uprising wind energy power of wind-power generating system.Other composition is identical with embodiment one, two, three, four, five, six or seven with annexation.
Embodiment ten:In conjunction with Fig. 1, Fig. 2, Fig. 3, Fig. 4, Fig. 6 and Fig. 7 present embodiment is described, the degree of depth of lithosphere is driven underground between 1 meter to 15 meters in the lower end of the pile Framework Of Steel Reinforcement 16 of present embodiment.So be provided with, vertical multilayer wind-power generating system is according to geological state, and the depth of drive of pile Framework Of Steel Reinforcement is decided better based platform 1 regularly on geology and lithosphere composition, increases the anti-tilting moment and the uprising wind energy power of wind-power generating system.Other composition is identical with embodiment nine with annexation.
The wirerope of the framework wirerope stabilisation system 2 in the above-mentioned mode of execution one to ten can be substituted by round steel pipe or circular steel.
Claims (10)
1. a ground based platform and framework wirerope are united firm vertical multilayer wind-power generating system, and it comprises the pneumatic power of MULTILAYER COMPOSITE system (3) and framework wirerope stabilisation system (2); It is characterized in that: the firm vertical multilayer wind-power generating system of ground based platform and the associating of framework wirerope also comprises ground based platform (1), described ground based platform (1) comprises a plurality of ground crossbeam Framework Of Steel Reinforcement (10), a plurality of column square pier Framework Of Steel Reinforcement (11), generator pit Framework Of Steel Reinforcement (12), a plurality of fixedly wirerope square pier Framework Of Steel Reinforcement (13), a plurality of fixedly wirerope square pier support beam Framework Of Steel Reinforcement (14), a plurality of inner support beam steel skeletons (15) and a plurality of pile Framework Of Steel Reinforcement (16), a plurality of ground crossbeam Framework Of Steel Reinforcement (10) surround the formation foundation framework, each seamed edge place of foundation framework respectively is installed with a column square pier Framework Of Steel Reinforcement (11), described generator pit Framework Of Steel Reinforcement (12) is arranged on the center of foundation framework, and fixedly connected with foundation framework by a plurality of inner support beam steel skeletons (15), described a plurality of fixedly wirerope square pier Framework Of Steel Reinforcement (13) be arranged in foundation framework around, and each fixedly wirerope square pier Framework Of Steel Reinforcement (13) all by one fixedly wirerope square pier support beam Framework Of Steel Reinforcement (14) fixedly connected with corresponding column square pier Framework Of Steel Reinforcement (11), each fixedly is fixedly connected with a pile Framework Of Steel Reinforcement (16) in the lower end of wirerope square pier Framework Of Steel Reinforcement (13), the lower end of each column square pier Framework Of Steel Reinforcement (11) is fixedly connected with a pile Framework Of Steel Reinforcement (16), the lower end of generator pit Framework Of Steel Reinforcement (12) is connected with a pile Framework Of Steel Reinforcement (16), the lower end of each ground crossbeam Framework Of Steel Reinforcement (10) is fixedly connected with one or two or a plurality of pile Framework Of Steel Reinforcement (16), described a plurality of ground crossbeam Framework Of Steel Reinforcement (10), a plurality of column square pier Framework Of Steel Reinforcement (11), generator pit Framework Of Steel Reinforcement (12), a plurality of fixedly wirerope square pier Framework Of Steel Reinforcement (13), a plurality of fixedly wirerope square pier support beam Framework Of Steel Reinforcement (14), a plurality of inner support beam steel skeletons (15) and a plurality of pile Framework Of Steel Reinforcement (16) are by the integrated poured ground based platform (1) that forms of concrete, be driven underground in the lower end of pile Framework Of Steel Reinforcement (16), the pneumatic power of MULTILAYER COMPOSITE system (3) strains by the draw ring (13-1) on a plurality of fixedly wirerope square pier Framework Of Steel Reinforcement (13) of framework wirerope stabilisation system (2) and ground based platform (1) and is connected.
2. based platform and framework wirerope are united firm vertical multilayer wind-power generating system according to claim 1ly, it is characterized in that: described framework wirerope stabilisation system (2) comprises that many are tiltedly drawn jackstay (20) and the many horizontal horizontal wireropes (21) that draw, the drift angle of the box frame (30) at the pneumatic power of MULTILAYER COMPOSITE system (3) top respectively tiltedly draws jackstay (20) to strain with the draw ring (13-1) on the corresponding fixedly wirerope square pier Framework Of Steel Reinforcement (13) by one to be connected, and the drift angle of the pneumatic power of MULTILAYER COMPOSITE system (3) all the other box frames (30) except that the box frame (30) at top respectively is connected with tiltedly drawing jackstay (20) accordingly by a horizontal horizontal wirerope (21) that draws.
3. the firm vertical multilayer wind-power generating system of based platform and framework wirerope associating according to claim 2ly is characterized in that: the described horizontal horizontal wirerope (21) that draws is connected by connecting ring (22) with tiltedly drawing accordingly between the jackstay (20).
4. based platform and framework wirerope are united firm vertical multilayer wind-power generating system according to claim 1ly, it is characterized in that: described framework wirerope stabilisation system (2) comprises that many are tiltedly drawn jackstay (20) and many tiltedly to draw time wirerope (23), the drift angle of the box frame (30) at the pneumatic power of MULTILAYER COMPOSITE system (3) top respectively tiltedly draws jackstay (20) to be connected with draw ring (13-1) tension of corresponding fixedly wirerope square pier Framework Of Steel Reinforcement (13) by one, the drift angle of the pneumatic power of MULTILAYER COMPOSITE system (3) all the other box frames (30) except that the box frame (30) at top respectively by one tiltedly draw inferior wirerope (23) with accordingly fixedly the draw ring (13-1) on the wirerope square pier Framework Of Steel Reinforcement (13) strain and be connected.
5. according to claim 1,2,3 or 4 described ground based platforms and the firm vertical multilayer wind-power generating system of framework wirerope associating, it is characterized in that: the foundation framework that described a plurality of ground crossbeam Framework Of Steel Reinforcement (10) surround formation is a kind of in triangular ground base frame, pentagon foundation framework, heptagon foundation framework or the nonagon foundation framework.
6. according to claim 1,2,3 or 4 described ground based platforms and the firm vertical multilayer wind-power generating system of framework wirerope associating, it is characterized in that: the foundation framework that described a plurality of ground crossbeam Framework Of Steel Reinforcement (10) surround formation is tetragonal foundation framework, hexagon foundation framework or a kind of in the base frame octagonally.
7. the firm vertical multilayer wind-power generating system of based platform and framework wirerope associating according to claim 6ly is characterized in that: each fixedly wirerope square pier Framework Of Steel Reinforcement (13) be arranged on the diagonal angle elongation line of quadra.
8. according to claim 1,2,3,4 or 7 described ground based platforms and the firm vertical multilayer wind-power generating system of framework wirerope associating, it is characterized in that: is driven underground in 25 meters in the lower end of pile Framework Of Steel Reinforcement (16).
9. according to claim 1,2,3,4 or 7 described ground based platforms and the firm vertical multilayer wind-power generating system of framework wirerope associating, it is characterized in that: is driven underground in the lithosphere in the lower end of pile Framework Of Steel Reinforcement (16), and firmly is connected with lithosphere.
10. the firm vertical multilayer wind-power generating system of based platform and framework wirerope associating according to claim 9ly is characterized in that: the degree of depth of lithosphere is driven underground between 1 meter to 15 meters in the lower end of pile Framework Of Steel Reinforcement (16).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201825357U CN202065129U (en) | 2011-06-01 | 2011-06-01 | Vertical type multilayer wind power generation system with foundation platform and frame steel cable firmly combined |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201825357U CN202065129U (en) | 2011-06-01 | 2011-06-01 | Vertical type multilayer wind power generation system with foundation platform and frame steel cable firmly combined |
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| CN202065129U true CN202065129U (en) | 2011-12-07 |
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| CN2011201825357U Expired - Lifetime CN202065129U (en) | 2011-06-01 | 2011-06-01 | Vertical type multilayer wind power generation system with foundation platform and frame steel cable firmly combined |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102297088A (en) * | 2011-06-01 | 2011-12-28 | 哈尔滨大功率立式风电装备工程技术研究中心 | Vertical type multilayer wind power generation system fixed jointly by foundation platform and framework steel cable |
-
2011
- 2011-06-01 CN CN2011201825357U patent/CN202065129U/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102297088A (en) * | 2011-06-01 | 2011-12-28 | 哈尔滨大功率立式风电装备工程技术研究中心 | Vertical type multilayer wind power generation system fixed jointly by foundation platform and framework steel cable |
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