CN207892772U - A kind of wind-power generating unit tower with Anti-inclining function - Google Patents

A kind of wind-power generating unit tower with Anti-inclining function Download PDF

Info

Publication number
CN207892772U
CN207892772U CN201721764691.8U CN201721764691U CN207892772U CN 207892772 U CN207892772 U CN 207892772U CN 201721764691 U CN201721764691 U CN 201721764691U CN 207892772 U CN207892772 U CN 207892772U
Authority
CN
China
Prior art keywords
fixed
ring
spiral
foundation pit
wind
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201721764691.8U
Other languages
Chinese (zh)
Inventor
张莹
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
NANJING CANHUA PHOTOELECTRIC EQUIPMENT CO Ltd
Original Assignee
NANJING CANHUA PHOTOELECTRIC EQUIPMENT CO Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by NANJING CANHUA PHOTOELECTRIC EQUIPMENT CO Ltd filed Critical NANJING CANHUA PHOTOELECTRIC EQUIPMENT CO Ltd
Priority to CN201721764691.8U priority Critical patent/CN207892772U/en
Application granted granted Critical
Publication of CN207892772U publication Critical patent/CN207892772U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/70Wind energy
    • Y02E10/72Wind turbines with rotation axis in wind direction
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/70Wind energy
    • Y02E10/728Onshore wind turbines

Landscapes

  • Foundations (AREA)

Abstract

The utility model discloses a kind of wind-power generating unit towers with Anti-inclining function, including pylon ontology, fixed foundation pit, positioning column, reinforcing ring and fixed ring, the bottom end of the pylon ontology is welded with fixed disk, and pylon ontology is hinged with removable cover, the fixed foundation pit is internally provided with fixed pedestal, and through there is spiral in fixed pedestal, the bottom end of the positioning column is fixed on fixed foundation pit, and position the inside that top end extends to pylon ontology, the fixed disk is with spiral by being fixedly connected, the reinforcing ring is located at the bottom end of fixed foundation pit, the fixed ring is welded on pylon ontology, and fixed ring is fixedly connected with spiral by drag-line.The wind-power generating unit tower with shock-absorbing function is fixed by fixed foundation pit and fixed pedestal, is improved whole shock resistance, to improve whole stability, it is made to be not easy to topple over because of vibrations, highly practical.

Description

A kind of wind-power generating unit tower with Anti-inclining function
Technical field
The utility model is related to wind energy plant technical field, specially a kind of wind power generating set with Anti-inclining function Pylon.
Background technology
Currently, the Wind Power Development of emerging market is rapid, and in the case where national policy supports the background with energy supply anxiety, China Wind-powered electricity generation especially wind power equipment manufacturing industry also emerge rapidly, blower fan pylon refers to the support construction of wind power generating set.
Existing pylon fixed pedestal is concrete, and concrete anti-earthquake effect is poor, when encountering larger vibrations, is easy Tower post tilting is caused, whole stability is poor, and using effect is bad, cannot meet the use demand of people, in view of above existing There is defect present in technology, it is necessary to be further improved, make it more for practicability, can just meet actual use feelings Condition.
Utility model content
The purpose of this utility model is to provide a kind of wind-power generating unit towers with Anti-inclining function, in solution The existing pylon fixed pedestal for stating background technology proposition is concrete, and concrete anti-earthquake effect is poor, when encountering larger shake When dynamic, it is be easy to cause tower post tilting, whole stability is poor, the bad problem of using effect.
To achieve the above object, the utility model provides the following technical solutions:A kind of wind-force hair with Anti-inclining function Electric set tower frame, including pylon ontology, fixed foundation pit, positioning column, reinforcing ring and fixed ring, the bottom end welding of the pylon ontology There is fixed disk, and pylon ontology is hinged with removable cover, the fixed foundation pit is internally provided with fixed pedestal, and fixed pedestal It is interior through thering is spiral, the bottom end of the positioning column to be fixed on fixed foundation pit, and position top end and extend to pylon ontology Inside, for the fixed disk with spiral by being fixedly connected, the reinforcing ring is located at the bottom end of fixed foundation pit, the fixation Boxing is connected on pylon ontology, and fixed ring is fixedly connected with spiral by drag-line.
Preferably, the pylon ontology includes abutment sleeve, flexible handle and threaded post, the top of the abutment sleeve It is fixed on the inside of pylon ontology, and the bottom end of abutment sleeve passes through from the inside of positioning column and extends from its bottom end, simultaneously Abutment sleeve is hollow structure, and the threaded post is located inside abutment sleeve and is threadedly coupled with it, and screw thread top end is fixed There is flexible handle, while the bottom end of threaded post passes through and fixes the inside that foundation pit extends to reinforcing ring.
Preferably, the fixed foundation pit includes metal cylinder, iron ring, metallic plate and concrete, the outer wall of the metal cylinder On be welded with metallic plate be distributed in a ring, and the iron ring being distributed in spacing is provided on metallic plate, while metallic plate and iron ring In crisscross distribution, it is integrated by concreting between the metal cylinder, iron ring and metallic plate.
Preferably, the fixed pedestal includes metal transverse slat, and the metal transverse slat is about fixed pedestal cross central line It is symmetrical arranged, and the outer circle of metal transverse slat is welded with metal cylinder, inner circle is welded with positioning column, while being passed through between metal transverse slat Spiral is fixed as one, and is integrated by concreting between metal transverse slat and spiral.
Preferably, the reinforcing ring includes securing plate, and the top of reinforcing ring is openning shape, while the vertical of reinforcing ring cuts Face is in " soil " shape, and the inner wall of the securing plate and reinforcing ring is welded as a whole, and is to be threadedly coupled between reinforcing ring and threaded post.
Preferably, the spiral top leans out the metal transverse slat surface on fixed pedestal top, and spiral and its The circular array distribution being connected, while drag-line is tied up strand by zinc-plated parallel wire unit and is formed.
Compared with prior art, the utility model has the beneficial effects that:The wind power generating set with Anti-inclining function Pylon is fixed by fixed foundation pit and fixed pedestal, and fixed foundation pit and fixed pedestal are formed by concreting respectively, are matched The integral strength that both closes metal cylinder and metallic plate and can improve, in this way when encountering vibrations, the two will not breaking strain, simultaneously The setting of drag-line and reinforcing ring further strengthens the firmness between pylon and fixed foundation pit and fixed pedestal, improves Whole shock resistance to improve whole stability makes it be not easy to topple over because of vibrations, highly practical.
Description of the drawings
Fig. 1 is the utility model front outer portion structural schematic diagram;
Fig. 2 is the utility model front internal structure schematic diagram;
Fig. 3 is the utility model overlooking structure diagram;
Fig. 4 is that the utility model fixes foundation pit overlooking structure diagram.
In figure:1, pylon ontology, 101, abutment sleeve, 102, flexible handle, 103, threaded post, 2, fixed foundation pit, 201, Metal cylinder, 202, iron ring, 203, metallic plate, 204, concrete, 3, fixed pedestal, 301, metal transverse slat, 4, positioning column, 5, reinforce Ring, 501, securing plate, 6, fixed disk, 7, spiral, 8, fixed ring, 9, drag-line, 10, removable cover.
Specific implementation mode
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work The every other embodiment obtained, shall fall within the protection scope of the present invention.
- 4 are please referred to Fig.1, the utility model provides a kind of technical solution:A kind of wind-driven generator with Anti-inclining function Group pylon, including it is pylon ontology 1, fixed foundation pit 2, fixed pedestal 3, positioning column 4, reinforcing ring 5, fixed disk 6, spiral 7, solid Determine ring 8, drag-line 9 and removable cover 10, the bottom end of pylon ontology 1 is welded with fixed disk 6, and pylon ontology 1 and removable cover 10 It is hinged, fixed foundation pit 2 is internally provided with fixed pedestal 3, and through having spiral 7, the bottom of positioning column 4 in fixed pedestal 3 End is fixed on fixed foundation pit 2, and 4 top of positioning column extends to the inside of pylon ontology 1, and fixed disk 6 is fixed with spiral 7 Connection, reinforcing ring 5 are located at the bottom end of fixed foundation pit 2, and fixed ring 8 is welded on pylon ontology 1, and fixed ring 8 and spiral 7 It is fixedly connected by drag-line 9, pylon ontology 1 includes abutment sleeve 101, flexible handle 102 and threaded post 103, abutment sleeve The inside of pylon ontology 1 is fixed on 101 top, and the bottom end of abutment sleeve 101 is passed through from the inside of positioning column 4 and from its bottom End is extended, while abutment sleeve 101 is hollow structure, and threaded post 103 is located at 101 inside of abutment sleeve and connects with its screw thread It connects, and 103 top of threaded post is fixed with flexible handle 102, while the bottom end of threaded post 103 passes through to fix foundation pit 2 and extend to and add Gu the inside of ring 5, when occurring loosening between fixed disk 6 and spiral 7, abutment sleeve 101 coordinates positioning column 4 to make Pylon ontology 1 can be stably fixed on fixed pedestal 3, will not be tilted, and fixed foundation pit 2 includes metal cylinder 201, iron ring 202, metallic plate 203 and concrete 204 are welded on the outer wall of metal cylinder 201 and metallic plate 203 are distributed in a ring, and metal The iron ring 202 being distributed in spacing is provided on plate 203, while metallic plate 203 and iron ring 202 are in crisscross distribution, metal cylinder 201, it is poured and is integrated by concrete 204 between iron ring 202 and metallic plate 203, metallic plate 203 coordinates iron ring 202 that can add The whole intensity of strong metal cylinder 201 makes it be not easy to deform because of vibrations, and fixed pedestal 3 includes metal transverse slat 301, metal transverse slat 301 are symmetrical arranged about 3 cross central line of fixed pedestal, and the outer circle of metal transverse slat 301 is welded with metal cylinder 201, inner circle It welds with positioning column 4, while being fixed as one by spiral 7 between metal transverse slat 301, metal transverse slat 301 and screw-thread steel It is poured and is integrated by concrete 204 between muscle 7, spiral 7 can not only coordinate fixed disk 6 to fix pylon ontology 1, may be used also To coordinate drag-line 9 to reinforce pylon ontology 1 so that 1 overall stability of pylon ontology is more preferable, while spiral 7 and metal transverse slat 301 are welded as a whole, spiral 7 will not due to external shock torsional deformation, ensure that whole intensity not by vibration influence, Reinforcing ring 5 includes securing plate 501, and the top of reinforcing ring 5 is openning shape, while the longitudinal section of reinforcing ring 5 is in " soil " shape, is added Solid plate 501 and the inner wall of reinforcing ring 5 are welded as a whole, and to be threadedly coupled between reinforcing ring 5 and threaded post 103, such screw thread Column 103 can be moved between reinforcing ring 5, and be fixedly connected with securing plate 501 in rotation, to which pylon ontology 1 passes through spiral shell Line column 103 can be connected as one with reinforcing ring 5, strengthen whole intensity, and 7 top of spiral leans out 3 top of fixed pedestal 301 surface of metal transverse slat, and the circular array distribution that spiral 7 is coupled, while drag-line 9 is by zinc-plated parallel steel Tow ties up strand composition, and spiral 7 coordinates drag-line 9 that pylon ontology 1 can be enable firmly to be fixed on fixed pedestal 3 On so that pylon ontology 1 is fixed more securely, is not easy to tilt, the structure design of drag-line 9 ensure that its intensity, can The pulling force bigger born ensure that the stability of pylon ontology 1, using effect are good.
Operation principle:By concrete 204 by metal cylinder 201, iron ring 202 and metallic plate 203 and 301 and of metal transverse slat Spiral 7 is poured in fixed foundation pit 2 and fixed pedestal 3, and will fixed foundation pit 2, fixed pedestal 3 and reinforcing ring 5 form it is whole Body is embedded into earth's surface, and abutment sleeve 101 is inserted into positioning column 4 at this time, and fixed disk 6 is fixed with spiral 7 and is connected It connects, is being connected spiral 7 and fixed ring 8 by drag-line 9, it is solid to which pylon ontology 1 can be stably fixed at Determine on pedestal 3, open removable cover 10, flexible handle 102 is rotated by exterior power equipment, threaded post 103 can be made to exist 101 internal rotating of abutment sleeve moves down, and is threadedly coupled with securing plate 501, fixes foundation pit 2, fixed pedestal 3 in this way and adds Gu 5 three of ring cooperates, it can effectively slow down influence of the brisance to pylon ontology 1, it is therefore prevented that pylon ontology 1 tilts.
Although the utility model is described in detail with reference to the foregoing embodiments, those skilled in the art is come Say, still can with technical scheme described in the above embodiments is modified, or to which part technical characteristic into Row equivalent replacement, within the spirit and principle of the utility model, any modification, equivalent replacement, improvement and so on should all It is included within the scope of protection of this utility model.

Claims (6)

1. a kind of wind-power generating unit tower with Anti-inclining function, including pylon ontology(1), fixed foundation pit(2), positioning column (4), reinforcing ring(5)And fixed ring(8), it is characterised in that:The pylon ontology(1)Bottom end be welded with fixed disk(6), and tower Frame ontology(1)With removable cover(10)It is hinged, the fixed foundation pit(2)It is internally provided with fixed pedestal(3), and fixed pedestal (3)It is interior through there is spiral(7), the positioning column(4)Bottom end be fixed on fixed foundation pit(2)On, and positioning column(4)Top Extend to pylon ontology(1)Inside, the fixed disk(6)With spiral(7)By being fixedly connected, the reinforcing ring(5) Positioned at fixed foundation pit(2)Bottom end, the fixed ring(8)It is welded in pylon ontology(1)On, and fixed ring(8)With spiral (7)Pass through drag-line(9)It is fixedly connected.
2. a kind of wind-power generating unit tower with Anti-inclining function according to claim 1, it is characterised in that:It is described Pylon ontology(1)It include abutment sleeve(101), flexible handle(102)And threaded post(103), the abutment sleeve(101)'s Pylon ontology is fixed on top(1)Inside, and abutment sleeve(101)Bottom end from positioning column(4)Inside pass through and from its Bottom end is extended, while abutment sleeve(101)For hollow structure, the threaded post(103)Positioned at abutment sleeve(101)Inside is simultaneously It is threadedly coupled with it, and threaded post(103)Top is fixed with flexible handle(102), while threaded post(103)Bottom end pass through it is solid Determine foundation pit(2)Extend to reinforcing ring(5)Inside.
3. a kind of wind-power generating unit tower with Anti-inclining function according to claim 1, it is characterised in that:It is described Fixed foundation pit(2)It include metal cylinder(201), iron ring(202), metallic plate(203)And concrete(204), the metal cylinder (201)Outer wall on be welded with metallic plate be distributed in a ring(203), and metallic plate(203)On be provided with and be distributed in spacing Iron ring(202), while metallic plate(203)And iron ring(202)In crisscross distribution, the metal cylinder(201), iron ring(202) And metallic plate(203)Between pass through concrete(204)It pours and is integrated.
4. a kind of wind-power generating unit tower with Anti-inclining function according to claim 3, it is characterised in that:It is described Fixed pedestal(3)It include metal transverse slat(301), the metal transverse slat(301)About fixed pedestal(3)Cross central line is symmetrical Setting, and metal transverse slat(301)Outer circle and metal cylinder(201)Welding, inner circle and positioning column(4)Welding, while metal is horizontal Plate(301)Between pass through spiral(7)It is fixed as one, metal transverse slat(301)And spiral(7)Between pass through concrete (204)It pours and is integrated.
5. a kind of wind-power generating unit tower with Anti-inclining function according to claim 2, it is characterised in that:It is described Reinforcing ring(5)It include securing plate(501), and reinforcing ring(5)Top be openning shape, while reinforcing ring(5)Longitudinal section be in " soil " shape, the securing plate(501)With reinforcing ring(5)Inner wall be welded as a whole, and reinforcing ring(5)With threaded post(103)It Between for be threadedly coupled.
6. a kind of wind-power generating unit tower with Anti-inclining function according to claim 4, it is characterised in that:It is described Spiral(7)Top leans out fixed pedestal(3)The metal transverse slat on top(301)Surface, and spiral(7)It is coupled Circular array distribution, while drag-line(9)Strand is tied up by zinc-plated parallel wire unit to form.
CN201721764691.8U 2017-12-18 2017-12-18 A kind of wind-power generating unit tower with Anti-inclining function Expired - Fee Related CN207892772U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721764691.8U CN207892772U (en) 2017-12-18 2017-12-18 A kind of wind-power generating unit tower with Anti-inclining function

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721764691.8U CN207892772U (en) 2017-12-18 2017-12-18 A kind of wind-power generating unit tower with Anti-inclining function

Publications (1)

Publication Number Publication Date
CN207892772U true CN207892772U (en) 2018-09-21

Family

ID=63548913

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201721764691.8U Expired - Fee Related CN207892772U (en) 2017-12-18 2017-12-18 A kind of wind-power generating unit tower with Anti-inclining function

Country Status (1)

Country Link
CN (1) CN207892772U (en)

Similar Documents

Publication Publication Date Title
CN207160625U (en) The timber structure Tenon node of device shape-memory alloy wire
CN203795942U (en) Tower reinforcing support structure
CN101688524A (en) A wind-power unit, a supporting pillar therefore and a use thereof
CN208073095U (en) Mobile falling-proof bracket
CN202073109U (en) Post tensioned prestressing cylinder infrastructure
CN204782008U (en) Rack promotes with interim welded ball node
CN207892772U (en) A kind of wind-power generating unit tower with Anti-inclining function
CN201243521Y (en) Device for fixing plant on floating bed
CN206694193U (en) A kind of shock bracket of wind-driven generator
CN107956651A (en) It is a kind of that there is the wind-power generating unit tower of Anti-inclining
CN208733825U (en) A kind of novel H profile steel net rack support
CN110836035A (en) Electric power electric wire netting wire pole
CN106593062A (en) Shockproof electric pole
CN207348082U (en) A kind of electric tower foundation structure
CN206245845U (en) High intensity thinner tube centrifuge concrete filled steel tubular substation framework post
CN206971253U (en) Column bottom bindiny mechanism
CN205895508U (en) Bottom fixing device and wind power generation set of a tower section of thick bamboo
CN201956603U (en) Root spanning and positioning device for creeping platform
CN202732240U (en) Transition section structure between tower barrel and supporting tower frame of wind driven generator
CN211202207U (en) Small wind driven generator with higher stability
CN104153630A (en) Transition connection method of hybrid wind power towers
CN205077618U (en) Net frame structure
CN108551917A (en) A kind of Landscape River movable green belt
CN209763515U (en) Prevent disconnected solar photovoltaic support
CN202249077U (en) Wind power pole externally provided with rubber protection layer

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20180921

Termination date: 20201218

CF01 Termination of patent right due to non-payment of annual fee