CN107939613A - Wind power generation stack tower system - Google Patents
Wind power generation stack tower system Download PDFInfo
- Publication number
- CN107939613A CN107939613A CN201711260293.7A CN201711260293A CN107939613A CN 107939613 A CN107939613 A CN 107939613A CN 201711260293 A CN201711260293 A CN 201711260293A CN 107939613 A CN107939613 A CN 107939613A
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- support
- bracing piece
- reinforcing bar
- frame structure
- rod
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- 238000010248 power generation Methods 0.000 title claims abstract description 19
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims abstract description 44
- 238000009434 installation Methods 0.000 claims abstract description 15
- 230000003014 reinforcing effect Effects 0.000 claims description 89
- 230000002787 reinforcement Effects 0.000 claims description 42
- 238000007667 floating Methods 0.000 claims description 16
- 229910000831 Steel Inorganic materials 0.000 claims description 9
- 239000004567 concrete Substances 0.000 claims description 9
- 239000010959 steel Substances 0.000 claims description 9
- 238000005728 strengthening Methods 0.000 claims description 4
- 230000003247 decreasing effect Effects 0.000 claims description 2
- 230000005611 electricity Effects 0.000 abstract description 7
- 238000010586 diagram Methods 0.000 description 5
- 239000011150 reinforced concrete Substances 0.000 description 5
- 238000004519 manufacturing process Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 241000406668 Loxodonta cyclotis Species 0.000 description 2
- 238000010923 batch production Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000013535 sea water Substances 0.000 description 2
- 230000005619 thermoelectricity Effects 0.000 description 2
- FGRBYDKOBBBPOI-UHFFFAOYSA-N 10,10-dioxo-2-[4-(N-phenylanilino)phenyl]thioxanthen-9-one Chemical compound O=C1c2ccccc2S(=O)(=O)c2ccc(cc12)-c1ccc(cc1)N(c1ccccc1)c1ccccc1 FGRBYDKOBBBPOI-UHFFFAOYSA-N 0.000 description 1
- 238000004220 aggregation Methods 0.000 description 1
- 230000002776 aggregation Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000013016 damping Methods 0.000 description 1
- 238000010612 desalination reaction Methods 0.000 description 1
- 238000011033 desalting Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000007639 printing Methods 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 238000009423 ventilation Methods 0.000 description 1
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F03—MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
- F03D—WIND MOTORS
- F03D13/00—Assembly, mounting or commissioning of wind motors; Arrangements specially adapted for transporting wind motor components
- F03D13/20—Arrangements for mounting or supporting wind motors; Masts or towers for wind motors
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F03—MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
- F03D—WIND MOTORS
- F03D13/00—Assembly, mounting or commissioning of wind motors; Arrangements specially adapted for transporting wind motor components
- F03D13/20—Arrangements for mounting or supporting wind motors; Masts or towers for wind motors
- F03D13/22—Foundations specially adapted for wind motors
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F03—MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
- F03D—WIND MOTORS
- F03D13/00—Assembly, mounting or commissioning of wind motors; Arrangements specially adapted for transporting wind motor components
- F03D13/20—Arrangements for mounting or supporting wind motors; Masts or towers for wind motors
- F03D13/25—Arrangements for mounting or supporting wind motors; Masts or towers for wind motors specially adapted for offshore installation
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F03—MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
- F03D—WIND MOTORS
- F03D7/00—Controlling wind motors
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F03—MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
- F03D—WIND MOTORS
- F03D80/00—Details, components or accessories not provided for in groups F03D1/00 - F03D17/00
- F03D80/10—Arrangements for warning air traffic
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F03—MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
- F03D—WIND MOTORS
- F03D80/00—Details, components or accessories not provided for in groups F03D1/00 - F03D17/00
- F03D80/30—Lightning protection
-
- 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
- Y02E10/727—Offshore wind turbines
-
- 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
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Sustainable Development (AREA)
- Sustainable Energy (AREA)
- Chemical & Material Sciences (AREA)
- Combustion & Propulsion (AREA)
- Mechanical Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Wind Motors (AREA)
Abstract
The present invention relates to wind power generation stack tower system, including pedestal, uniformly distributed multiple support bases on the pedestal, in the main support frame structure that installation socket is connected on the support base, the main support frame structure is at least connected with a secondary support frame structure, the pedestal, main support frame structure and secondary support frame structure form tower system, also set wind speed to sense instrument and lightning rod respectively on the secondary support frame structure positioned at top.The present invention forms stack framework body using tower structure, discrete can be installed by wind gathering type Wind turbine at various height, each enjoy the wind energy in respective height, it does not interfere with each other, it can realize that whole day generates electricity when it is more than 200M height, four-point frame structure can carry out off-load to platform, solve 360 ° of problems for seeking wind and the support of whole system load.
Description
Technical field
The present invention relates to field of generating equipment, more particularly to wind power generation stack tower system.
Background technology
The wind gathering type wind-driven generator produced according to funnelling, since it has aggregation wind energy, pressure-raising speedup, raising
The advantages of wind energy utilization, have wide application prospect in technical field of wind power generation.At present, existing wind collection power generation system
Application places are spacious region and wind energy concentration lower region, it uses bikini pylon structure, but in the smaller bar in basis
In the case that part is limited, the situation for increasing load after big pylon top wind speed, lower part and bottom weight increase, the structure are particularly
It can not follow, due to having no any damping device in support component when particularly wind pressure is excessive, be easy to so that supporting
Generating equipment on component is unable to control or the service life out of control for causing equipment to be damaged, greatly reducing wind-driven generator, nothing
Method meets the use demand of client and realizes that stable state generates electricity.
The content of the invention
The applicant is directed to above-mentioned existing issue, has carried out Improvement, there is provided a kind of wind power generation stack pylon
System, it not only increases installed capacity, makes full use of floor height Superiority Promoting stable state generated energy, also reduces transport and installation
Cost.
The technical solution adopted in the present invention is as follows：
Wind power generation stack tower system, including pedestal, uniformly distributed multiple support bases on the pedestal, in the branch
Be connected to the main support frame structure of installation socket on support seat, the main support frame structure at least with a secondary support frame
Structure connects, and the pedestal, main support frame structure and secondary support frame structure form tower system, positioned at top
Also wind speed is set to sense instrument and lightning rod respectively on secondary support frame structure.
Its further technical solution is：
The pedestal is polygon cone pedestal made of armored concrete, and the volume of the pedestal is in gradually to pass from the bottom to top
Subtract, be all connected with support base on each bar side of the pedestal, opened up on each side in the pedestal multiple windows, shot-light,
Radar emission screen, sets the door that can enter base interior, in the pedestal at least on a side of the pedestal
Portion also sets up the control system for controlling a whole set of generating set.
The concrete structure of the main support frame structure is as follows：
Including more main support rods, it is connected in the body of rod periphery of each main support rod with one end of head rod, it is described
The other end of head rod is connected with the periphery of floating bearing bearing block, in the body of rod periphery of the head rod also with
One end connection of two connecting rods, the other end of second connecting rod and the body of rod periphery of main support rod connect；
The concrete structure of the pair support frame structure is as follows：
Including more longitudinally disposed secondary supporting rods, each main support rod of each pair supporting rod and main support frame structure
Connection, connects more reinforcing bars, each reinforcing bar and each secondary support respectively from bottom to top between each main support rod adjacent each other
Bar is enclosed multiple stiffening frame structures connected from bottom to top, is supported at least in a stiffening frame structure by strengthening
Framework is connected to the floating bearing bearing block of installation floating bearing；
The structure of the reinforcement supporting framework is as follows：
Including more reinforcement support bars, each reinforcement support bars are all connected between the secondary supporting rod of adjacent each other two, more
Root reinforcement support bars are enclosed rectangular frame and form one group of reinforcement support bars group, diagonally square in each group reinforcement support bars group
To the first secondary bracing piece being respectively provided with for connecting floating bearing bearing block outer ring, each first secondary bracing piece is located at reinforcement support bars
The one end in group corner is connected with secondary supporting rod；With second at least on each first secondary bracing piece of one group of reinforcement support bars group
The other end of one end connection of secondary bracing piece and the 3rd secondary bracing piece, the described second secondary bracing piece and the 3rd secondary bracing piece with pair
Supporting rod connects；
Supporting structure is respectively provided with the corner of each stiffening frame structure and each reinforcement support bars group, the supporting structure is by
One support reinforcing bar, the second support reinforcing bar and the 3rd support reinforcing bar are formed；In each stiffening frame structure, described first
One end of support bracing piece and the second support reinforcing bar is connected with secondary supporting rod, and the first support reinforcing bar and the second support add
The other end of strong bar is connected with two reinforcing bars adjacent each other respectively, in each reinforcing bar and the first support reinforcing bar and second
Support the junction of bracing piece, the 3rd support reinforcing bar, each stiffening frame are connected between two adjacent each other reinforcing bars
Each first support reinforcing bar, the second support reinforcing bar and the 3rd support reinforcing bar in structure are enclosed triangle；Respectively adding
Gu in support bar group, the first support reinforcing bar is also connected with one end of the second support reinforcing bar with secondary supporting rod, and described
The other end of one support reinforcing bar and the second support reinforcing bar is connected with two reinforcement support bars adjacent each other respectively, is respectively being added
Clamped strut and the junction of the first support reinforcing bar and the second support reinforcing bar, two adjacent each other reinforcement support bars it
Between connect the 3rd support reinforcing pole, each first support reinforcing bar, the second support reinforcing bar in the reinforcement support bars group and
3rd support reinforcing bar is also enclosed triangle；
The length of described second secondary bracing piece is more than the 3rd secondary bracing piece, the described second secondary bracing piece and the 3rd secondary bracing piece
It is arranged in parallel each other；
The secondary bracing piece of neighbouring each other each first is parallel arrangement, secondary at neighbouring each other each first
More fourth officer bracing pieces are also connected between bracing piece, are arranged in parallel each other between adjacent each fourth officer bracing piece；
The reinforcement supporting framework further includes more 5th secondary bracing pieces, and each 5th secondary bracing piece is respectively positioned on the first secondary reinforcement
The lower section of bar, the outer ring of one end of each 5th secondary bracing piece also with floating bearing bearing block be connecteds, each 5th pair bracing piece it is another
One end is connected between two adjacent reinforcing bars and with secondary supporting rod；It is also first oblique with two on each 5th secondary bracing piece
One end connection of strut, wherein one end of first hound is connected with the first secondary bracing piece, another first hound and
Secondary supporting rod connection, also sets up second with the 5th secondary bracing piece parallel arrangement between two adjacent each other first hounds
Hound, the first secondary bracing piece of one end connection of second hound, the other end of the described first secondary bracing piece also have secondary branch
Strut connects；
The main support frame structure and secondary support frame structure are four-point supporting structure, the main supporting structure,
Secondary supporting structure can be made of any one in angle steel, T-steel, E shaped steel or pipe.
Beneficial effects of the present invention are as follows：
The present invention can effectively improve utilization of area rate from Border Districts of A City is extensive, highdensity installation,
Each frame structure is a little supported by reinforced concrete plinth using 4 points of arrangements, is formed " elephant leg " general layout.The present invention is in city
The narrow pipe in city, using 10~20m of base smaller2Complete layout, including the less island of exposed area, and construction party
Just, it is not necessary to which large-scale crane, substantially reduces installation period and improve service life, reduce cost.
The present invention forms stack framework body using tower structure, discrete can install wind gathering type at various height
Wind turbine, each enjoys the wind energy in respective height, does not interfere with each other, and can realize that whole day is sent out when it is more than 200M height
Electricity, four-point frame structure can carry out off-load to platform, solve 360 ° of problems for seeking wind and the support of whole system load.
Feature of the present invention is extremely strong, it makes full use of reinforced concrete plinth, can be used as army post, especially suitable for
Border district, high and cold, High aititude, isolated island etc. are less than, it is established small-sized except the quality that can also make the life better while solving and power
Seawater Desalination Project, the present invention also set up lightning rod, wind speed sensing instrument, navigation light and wind speed can also be added according to varying environment
Instrument transmitting screen is sensed, meets the needs of different.
The present invention is suitable for high-power multistage manufacture installation, the practicable batch production of all components, modularization, it is ordered,
Standardization, and material is easily purchased, easy processing, convenient transportation.Although can slightly it rise in low wind speed area cost, all in reasonable model
, can be suitable with thermoelectricity after specification production as long as design, with reasonable in enclosing, so as to realize that par electricity enters thousand villages as early as possible
Ten thousand families are laid a good foundation, and also provide Chinese technology for world's fresh air electrical domain.
Brief description of the drawings
Fig. 1 is the dimensional structure diagram of the present invention.
Fig. 2 is the partial structural diagram I of the present invention.
Fig. 3 is the partial structural diagram II of the present invention.
Fig. 4 is the schematic diagram of reinforced concrete plinth in the present invention.
Fig. 5 is the schematic cross-sectional view of pedestal in the present invention.
Fig. 6 is the application state schematic diagram of the present invention.
Wherein：1st, pedestal；101st, window；102nd, support base；103rd, shot-light；104th, radar emission screen；105th, door；2nd, main branch
Support frame structure；201st, main support rod；202nd, head rod；203rd, the second connecting rod；3rd, secondary support frame structure；301st, it is secondary
Supporting rod；31st, stiffening frame structure；311st, reinforcing bar；321st, reinforcement support bars；322nd, the first secondary bracing piece；323rd, second is secondary
Bracing piece；324th, the 3rd secondary bracing piece；325th, fourth officer bracing piece；326th, the first hound；327th, the second hound；328th,
Five secondary bracing pieces；4th, lightning rod；5th, wind speed sensing instrument；6th, floating bearing bearing block；7th, support reinforcing structure；701st, the first support
Bracing piece；702nd, the second support reinforcing bar；703rd, the 3rd support reinforcing bar；8th, socket；9th, brace is reinforced.
Embodiment
Illustrate the embodiment of the present invention below.
As shown in Figure 1, wind power generation includes pedestal 1 with stack tower system, uniformly distributed multiple support bases on pedestal 1
102, in be connected on support base 102 installation socket 8 main support frame structure 2, main support frame structure 2 at least with one
Secondary support frame structure 3 connects, and pedestal 1, main support frame structure 2 and secondary support frame structure 3 form tower system, in place
In also setting wind speed to sense instrument 5 and lightning rod 4 on the secondary support frame structure 3 of top respectively, wind speed sensing instrument 5 includes wind
Fast instrument and anemoscope.
As shown in Fig. 1 and Fig. 4 and Fig. 5, pedestal 1 is polygon cone pedestal 1, the volume of pedestal 1 made of armored concrete
From the bottom to top in gradually successively decreasing, support base 102 is all connected with each bar side of pedestal 1,
Multiple windows 101, shot-light 103, radar emission screen 104 are opened up on each side in pedestal 1, window 101 rises
To ventilation, the effect of printing opacity, the door 105 that can enter inside pedestal 1 is set at least on a side of pedestal 1, in pedestal 1
Inside also sets up the control system that can control a whole set of electricity generation system, and the height of said base 1 is 10 in common landform~
30M, the height in the adjacent building space of city is up to 30~50M.
As shown in Fig. 2, the concrete structure of main support frame structure 2 is as follows：
Including more main support rods 201, in the one end of the body of rod periphery of each main support rod 201 with head rod 202
Connection, the other end of head rod 202 is connected with the periphery of floating bearing bearing block 6, in outside the body of rod of head rod 202
Week, one end also with the second connecting rod 203 was connected, and the other end of the second connecting rod 203 connects with the body of rod periphery of main support rod 201
Connect；
As shown in Figure 1, Figure 3, the concrete structure of secondary support frame structure 3 is as follows：
Including more longitudinally disposed secondary supporting rods 301, each of each pair supporting rod 301 and main support frame structure 2
Main support rod 201 connects, and connects more reinforcing bars 311 respectively from bottom to top between each main support rod 201 adjacent each other, respectively
Reinforcing bar 311 and each secondary supporting rod 301 are enclosed multiple stiffening frame structures 31 connected from bottom to top, at least add at one
Gu the floating bearing bearing block 6 of installation floating bearing is connected in frame structure 31 by strengthening supporting framework；
The structure for strengthening supporting framework is as follows：
Including more reinforcement support bars 321, each reinforcement support bars 321 are all connected to the secondary supporting rod of adjacent each other two
Between 301, more reinforcement support bars 321 are enclosed rectangular frame and form one group of reinforcement support bars group, reinforce and support in each group
The first secondary bracing piece 322 for connecting 6 outer ring of floating bearing bearing block is diagonally respectively provided with bar group, each first pair adds
One end that strong bar 322 is located at reinforcement support bars group corner is connected with secondary supporting rod 301；At least in one group of reinforcement support bars group
One end on each first secondary bracing piece 322 with the second secondary secondary bracing piece 324 of bracing piece 323 and the 3rd is connected, the second secondary reinforcement
The other end of the secondary bracing piece 324 of bar 323 and the 3rd is connected with secondary supporting rod 301.As shown in figure 3, the above-mentioned second secondary bracing piece
323 length is more than the 3rd secondary bracing piece 324, and the second secondary bracing piece 323 is arranged in parallel each other with the 3rd secondary bracing piece 324.Such as
Shown in Fig. 3, neighbouring each other each first secondary bracing piece 322 is parallel arrangement, at neighbouring each other each the
More fourth officer bracing pieces 325 are also connected between one secondary bracing piece 322, are put down each other between adjacent each fourth officer bracing piece 325
Row arrangement.
Strengthen supporting framework and further include more 5th secondary bracing pieces 328, each 5th secondary bracing piece 328 is respectively positioned on the first pair and adds
The lower section of strong bar 322, the outer ring of one end of each 5th secondary bracing piece 328 also with floating bearing bearing block 6 be connecteds, and each 5th secondary adds
The other end of strong bar 328 is connected between two adjacent reinforcing bars 311 and with secondary supporting rod 301；In each 5th secondary reinforcement
One end on bar 328 also with two first hounds 326 is connected, wherein one end of first hound 326 adds with the first pair
Strong bar 322 connects, and another first hound 326 is connected with secondary supporting rod 301, in two adjacent each other first hounds
The second hound 327 being arranged in parallel with the 5th secondary bracing piece 328, one end connection of the second hound 327 are also set up between 326
First secondary bracing piece 322, the other end of the first secondary bracing piece 322 also have secondary supporting rod 301 to connect.
Support reinforcing structure 7, support reinforcing are respectively provided with the corner of each stiffening frame structure 31 and each reinforcement support bars group
Structure 7 is made of the first support reinforcing bar 701, the second support reinforcing bar 702 and the 3rd support reinforcing bar 703；
In each stiffening frame structure 31, one end of the first support reinforcing bar 701 and the second support reinforcing bar 702 with pair
Supporting rod 301 connects, and the other end of the first support reinforcing bar 701 and the second support reinforcing bar 702 is adjacent each other with two respectively
Reinforcing bar 311 connect, the junction of each 311 and first support reinforcing bar 701 of reinforcing bar and the second support reinforcing bar 702,
The 3rd support reinforcing bar 703 is connected between two adjacent each other reinforcing bars 311, each first in each stiffening frame structure 31
Support reinforcing bar 701, the second support reinforcing bar 702 and the 3rd support reinforcing bar 703 are enclosed triangle；
In each reinforcement support bars group, one end of the first support reinforcing bar 701 and the second support reinforcing bar 702 is also propped up with pair
Strut 301 connects, and the other end of the first support reinforcing bar 701 and the second support reinforcing bar 702 is adjacent each other with two respectively
Reinforcement support bars 321 connect, in the company of each 321 and first support reinforcing bar 701 of reinforcement support bars and the second support reinforcing bar 702
Meet place, the 3rd support reinforcing pole 703 is connected between two adjacent each other reinforcement support bars 321, in reinforcement support bars group
Each first support reinforcing bar 701, the second support reinforcing bar 702 and the 3rd support reinforcing bar 703 be also enclosed triangle.
Main support frame structure 2 and secondary support frame structure 3 are four-point supporting structure in the present invention, main support frame
Frame structure 2, secondary support frame structure 3 can be made of any one in angle steel, T-steel, E shaped steel or pipe.Such as Fig. 1 institutes
Show, supported in main support frame structure 2 with the junction of secondary support frame structure 3, in the main support rod 201 being connected each other with secondary
Also set up between bar 301 reinforce brace 9, reinforce brace 9 one end be connected with main support rod 201, reinforce brace 9 the other end and
Secondary supporting rod 301 connects.
As shown in fig. 6, under application state, the floating bearing in main support frame structure 2, secondary support frame structure 3
Socket 8 is installed on bearing block 6 a whole set of wind power generation can be achieved.
The present invention can effectively improve utilization of area rate from Border Districts of A City is extensive, highdensity installation,
Each frame structure is a little supported by reinforced concrete plinth using 4 points of arrangements, is formed " elephant leg " general layout.The present invention is in city
The narrow pipe in city, using 10~20m of base smaller2Complete layout, including the less island of exposed area, and construction party
Just, it is not necessary to which large-scale crane, substantially reduces installation period and improve service life, reduce cost.
The present invention forms stack framework body using tower structure, discrete can install wind gathering type at various height
Wind turbine, each enjoys the wind energy in respective height, does not interfere with each other, and can realize that whole day is sent out when it is more than 200M height
Electricity, four-point frame structure can carry out off-load to platform, solve 360 ° of problems for seeking wind and the support of whole system load.
Feature of the present invention is extremely strong, it makes full use of reinforced concrete plinth, can be used as army post, especially suitable for
The region such as border district, high and cold, High aititude, isolated island, its quality that can also make the life better while solving and powering, establishes small-sized sea
Water desalting engineering, the present invention also set up lightning rod, wind speed sensing instrument, navigation light and radar can also be added according to varying environment
(while be the first choice that radar station is established under freestanding environment again, the present invention reserves installation foundation exclusively for radar emission screen, reserves
Setting angle highly can reach 5~8M at 18~25 ° in 10~30M, width.And above-mentioned feature power supply is completed, only by wind
Power power generation can meet.
The present invention is suitable for high-power multistage manufacture installation, the practicable batch production of all components, modularization, it is ordered,
Standardization, and material is easily purchased, easy processing, convenient transportation.Although can slightly it rise in low wind speed area cost, all in reasonable model
, can be suitable with thermoelectricity after specification production as long as design, with reasonable in enclosing, so as to realize that par electricity enters thousand villages as early as possible
Ten thousand families are laid a good foundation, and also provide Chinese technology for world's fresh air electrical domain.
Above description is explanation of the invention, is not the restriction to invention, limited range of the present invention is referring to right
It is required that in the case of the basic structure without prejudice to the present invention, the present invention can make any type of modification.
Claims (8)
1. wind power generation stack tower system, it is characterised in that：It is uniformly distributed multiple on the pedestal (1) including pedestal (1)
Support base (102), in the main support frame structure (2) that installation socket is connected on the support base (102), the main support
Frame structure (2) is at least connected with a secondary support frame structure (3), the pedestal (1), main support frame structure (2) and pair
Support frame structure (3) forms tower system, also sets wind speed to pass respectively on the secondary support frame structure (3) positioned at top
Feel instrument (5) and lightning rod (4).
2. wind power generation as claimed in claim 1 stack tower system, it is characterised in that：The pedestal (1) is reinforcing bar
Polygon cone pedestal made of concrete, the volume of the pedestal (1) is from the bottom to top in gradually successively decreasing, in the pedestal (1)
Support base (102) is all connected with each bar side, each multiple windows (101), shot-light are opened up on side in the pedestal (1)
(103), radar emission screen (104), the internal door of pedestal (1) can be entered by being set at least on a side of the pedestal
(105), the control system for controlling a whole set of generating set is also set up in the inside of the pedestal (1).
3. wind power generation as claimed in claim 1 stack tower system, it is characterised in that：
The concrete structure of the main support frame structure (2) is as follows：
Including more main support rods (201), in one of the body of rod periphery of each main support rod (201) with head rod (202)
End connection, the other end of the head rod (202) are connected with the periphery of floating bearing bearing block (6), are connected in described first
The one end of the body of rod periphery of extension bar (202) also with the second connecting rod (203) is connected, the other end of second connecting rod (203)
It is connected with the body of rod periphery of main support rod (201)；
The concrete structure of the pair support frame structure (3) is as follows：
Including more longitudinally disposed secondary supporting rods (301), each pair supporting rod (301) is each with main support frame structure (2)
Root main support rod (201) connects, and more reinforcing bars are connected respectively from bottom to top between each main support rod (201) adjacent each other
(311), each reinforcing bar (311) and each secondary supporting rod (301) are enclosed multiple stiffening frame structures connected from bottom to top
(31), the rotating shaft of installation floating bearing is connected to by strengthening supporting framework at least in a stiffening frame structure (31)
Hold bearing block (6)；
The structure of the reinforcement supporting framework is as follows：
Including more reinforcement support bars (321), each reinforcement support bars (321) are all connected to the secondary supporting rod of adjacent each other two
(301) between, more reinforcement support bars (321) are enclosed rectangular frame and form one group of reinforcement support bars group, are reinforced in each group
The first secondary bracing piece (322) for connecting floating bearing bearing block (6) outer ring is diagonally respectively provided with support bar group, respectively
One end that first secondary bracing piece (322) is located at reinforcement support bars group corner is connected with secondary supporting rod (301)；At least add at one group
Gu with the one of the second secondary bracing piece (323) and the 3rd secondary bracing piece (324) on each first of support bar group secondary bracing piece (322)
The other end of end connection, the described second secondary bracing piece (323) and the 3rd secondary bracing piece (324) is connected with secondary supporting rod (301).
4. wind power generation as claimed in claim 3 stack tower system, it is characterised in that：In each stiffening frame structure
(31) and the corner of each reinforcement support bars group is respectively provided with supporting structure (7), and the supporting structure (7) is by the first support reinforcing bar
(701), the second support reinforcing bar (702) and the 3rd support reinforcing bar (703) are formed；In each stiffening frame structure (31), institute
The one end for stating the first support reinforcing bar (701) and the second support reinforcing bar (702) is connected with secondary supporting rod (301), and described
The other end of one support reinforcing bar (701) and the second support reinforcing bar (702) respectively with two reinforcing bars (311) adjacent each other
Connection, in the junction of each reinforcing bar (311) and the first support reinforcing bar (701) and the second support reinforcing bar (702), each other
The 3rd support reinforcing bar (703) is connected between two adjacent reinforcing bars (311), it is each in each stiffening frame structure (31)
First support reinforcing bar (701), the second support reinforcing bar (702) and the 3rd support reinforcing bar (703) are enclosed triangle；
In each reinforcement support bars group, the first support reinforcing bar (701) and one end of the second support reinforcing bar (702) are also supported with pair
Bar (301) connects, and the other end of the first support reinforcing bar (701) and the second support reinforcing bar (702) is mutual with two respectively
Connected for adjacent reinforcement support bars (321), in each reinforcement support bars (321) and the first support reinforcing bar (701) and second
Support the junction of bracing piece (702), the 3rd support reinforcing pole is connected between two adjacent each other reinforcement support bars (321)
(703), each first support reinforcing bar (701) in the reinforcement support bars group, the second support reinforcing bar (702) and the 3rd support
Bracing piece (703) is also enclosed triangle.
5. wind power generation as claimed in claim 3 stack tower system, it is characterised in that：Described second secondary bracing piece
(323) length is more than the 3rd secondary bracing piece (324), and the described second secondary bracing piece (323) and the 3rd secondary bracing piece (324) are each other
Parallel arrangement.
6. wind power generation as claimed in claim 3 stack tower system, it is characterised in that：Neighbouring each other each
First secondary bracing piece (322) is parallel arrangement, is also connected between neighbouring each other each first secondary bracing piece (322)
More fourth officer bracing pieces (325), are arranged in parallel between adjacent each fourth officer bracing piece (325) each other.
7. wind power generation as claimed in claim 3 stack tower system, it is characterised in that：The reinforcement supporting framework is also
Including more 5th secondary bracing pieces (328), each 5th secondary bracing piece (328) is respectively positioned on the lower section of the first secondary bracing piece (322), respectively
Outer ring of the one end of 5th secondary bracing piece (328) also with floating bearing bearing block (6) is connected, each 5th secondary bracing piece (328)
The other end is connected between two adjacent reinforcing bars (311) and with secondary supporting rod (301)；In each 5th secondary bracing piece
(328) one end on also with two first hounds (326) is connected, wherein one end and first of first hound (326)
The connection of secondary bracing piece (322), another first hound (326) are connected with pair supporting rod (301), at adjacent each other two pieces the
Also set up the second hound (327) with the 5th secondary bracing piece (328) parallel arrangement between one hound (326), described second
The first secondary bracing piece (322) of one end connection of hound (327), the other end of the described first secondary bracing piece (322) also have secondary branch
Strut (301) connects.
8. wind power generation as claimed in claim 3 stack tower system, it is characterised in that：The main support frame structure
(2) and secondary support frame structure (3) is four-point supporting structure, and the main supporting structure (2), secondary supporting structure (3) can be with
It is made of any one in angle steel, T-steel, E shaped steel or pipe.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711260293.7A CN107939613B (en) | 2017-12-04 | 2017-12-04 | Stacked tower system for wind gathering power generation |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711260293.7A CN107939613B (en) | 2017-12-04 | 2017-12-04 | Stacked tower system for wind gathering power generation |
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| Publication Number | Publication Date |
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| CN107939613A true CN107939613A (en) | 2018-04-20 |
| CN107939613B CN107939613B (en) | 2024-04-30 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201711260293.7A Active CN107939613B (en) | 2017-12-04 | 2017-12-04 | Stacked tower system for wind gathering power generation |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN110485651A (en) * | 2019-09-09 | 2019-11-22 | 大理大学 | A kind of small-sized vertical axis wind power generation building parapet Component Integrating System |
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| CN107939613B (en) | 2024-04-30 |
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