CN204226125U - Wind power tower - Google Patents

Wind power tower Download PDF

Info

Publication number
CN204226125U
CN204226125U CN201420716275.0U CN201420716275U CN204226125U CN 204226125 U CN204226125 U CN 204226125U CN 201420716275 U CN201420716275 U CN 201420716275U CN 204226125 U CN204226125 U CN 204226125U
Authority
CN
China
Prior art keywords
flange plate
cylinder
steel cage
wind power
power tower
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
CN201420716275.0U
Other languages
Chinese (zh)
Inventor
李鹏程
王瑞金
张志勇
杨荣华
许春阳
郑景辉
崔桂生
周春雨
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.)
TIANJIN YUEFENG TECHNOLOGY Co Ltd
Original Assignee
TIANJIN YUEFENG TECHNOLOGY 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 TIANJIN YUEFENG TECHNOLOGY Co Ltd filed Critical TIANJIN YUEFENG TECHNOLOGY Co Ltd
Priority to CN201420716275.0U priority Critical patent/CN204226125U/en
Application granted granted Critical
Publication of CN204226125U publication Critical patent/CN204226125U/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
    • Y02E10/728Onshore wind turbines

Landscapes

  • Wind Motors (AREA)

Abstract

The utility model discloses wind power tower, comprise multistage cylinder; Described cylinder is made up of two flange plate, columned steel cage and concrete structure; Described steel cage upper and lower end welds with flange plate; Peripheral and the inwall of described steel cage and concreting; Described steel cage welds with flange plate, and described flange plate is welded with support beam; Described support beam is provided with supporting surface; Described supporting surface offers climbing mouth and cable port; Described cylindrical inner wall is built a row and climbed nail; By there being cable in described cable port; Described cable is connected to the control box inside bottommost cylinder.Wind power tower of the present utility model, first steel cage is welded with homemade flange plate, connected steel cage can be connected by flange plate, ensure its stability, in addition outside and flange plate in steel cage are built in aggregates, form reasonable wind resistance, directly in addition inside flange plate, weld support beam, ensure that every layer of cylinder has a foothold well.

Description

Wind power tower
Technical field
The utility model relates to wind power tower, belongs to electrification component technical field.
Background technique
Wind-powered electricity generation is the abbreviation of wind energy power or wind-power electricity generation; Belong to renewable energy sources and clean energy resource; Wind-power electricity generation is the important form of Wind Power Utilization, wind power technology equipment is the important component part of Wind Power Generation Industry, also be basis and the guarantee of Wind Power Generation Industry development, existing wind power tower is by two kinds of forms, be the cylindrical-shaped structure be made up of Steel material, another kind is the skeletal structure built by Steel material; Because wind-powered electricity generation equipment must withstand the test of wind-force, therefore require the necessary sound construction of pylon, its production installation cost of existing cylindrical-shaped structure is high, installs firm not between each section of steel structure.
Summary of the invention
(1) technical problem that will solve
For solving the problem, the utility model proposes wind power tower; Coordinated by mixed earth and steel structure, additionally by the self-control each section of direct link of steel structure, ensure to install firmly, and reduce cost of production.
(2) technological scheme
Wind power tower of the present utility model, comprises multistage cylinder; Described cylinder is made up of two flange plate, columned steel cage and concrete structure; Described steel cage upper and lower end welds with flange plate; Peripheral and the inwall of described steel cage and concreting; Described steel cage welds with flange plate, and described flange plate is welded with support beam; Described support beam is provided with supporting surface; Described supporting surface offers climbing mouth and cable port; Described cylindrical inner wall is built a row and climbed nail; By there being cable in described cable port; Described cable is connected to the control box inside bottommost cylinder.
Further, inside described cylinder, lighting set is installed.
Further, described climbing nail is I-shape construction; Its two ends are embedded in concrete.
Further, the climbing nail symmetry between described connected section cylinder is built.
Further, described climbing nail side is also provided with handrail.
Further, described flange plate is cast into up and down symmetrical protrusion by alloy material and forms; Described protrusion is cylindric.
Further, described top cylindrical and bottom cylinder are that one end is provided with flange plate.
(3) beneficial effect
Compared with prior art, wind power tower of the present utility model, first steel cage is welded with homemade flange plate, connected steel cage can be connected by flange plate, ensure its stability, in addition outside and flange plate in steel cage are built in aggregates, form reasonable wind resistance, directly in addition inside flange plate, weld support beam, ensure that every layer of cylinder has a foothold well.
Accompanying drawing explanation
Fig. 1 is overall structure schematic diagram of the present utility model;
Fig. 2 is cylinder of the present utility model composition structural representation.
Wind power tower as depicted in figs. 1 and 2, comprises multistage cylinder 1; Described cylinder is made up of two flange plate 2, columned steel cage 2 and concrete structure; Described steel cage 3 upper and lower end welds with flange plate 2; Peripheral and the inwall of described steel cage 3 and concreting; Described steel cage 3 welds with flange plate 2, and described flange plate 2 is welded with support beam 4; Described support beam 4 is provided with supporting surface 5; Described supporting surface 5 offers climbing mouth 6 and cable port 7; Described cylindrical inner wall is built a row and climbed nail 8; By there being cable 9 in described cable port 7; Described cable 9 is connected to the control box 10 inside bottommost cylinder.
Wherein, inside described cylinder 1, lighting set 11 is installed; Described climbing nail 8 is I-shape construction; Its two ends are embedded in concrete, and the climbing between described connected section cylinder 1 is followed closely 8 symmetries and built; Described climbing nail 8 side is also provided with handrail 12; Described flange plate 2 is cast into symmetrical protrusion up and down by alloy material and forms; Described protrusion is cylindric; The cylinder at described top and the cylinder 1 of bottom are provided with flange plate 2 for one end.
Wind power tower of the present utility model, first steel cage is welded with homemade flange plate, connected steel cage can be connected by flange plate, ensure its stability, in addition outside and flange plate in steel cage are built in aggregates, form reasonable wind resistance, directly in addition inside flange plate, weld support beam, ensure that every layer of cylinder has a foothold well.
Embodiment recited above is described preferred implementation of the present utility model, not limits design of the present utility model and scope.Under the prerequisite not departing from the utility model design concept; the various modification that related domain ordinary person makes the technical solution of the utility model and improvement; protection domain of the present utility model all should be dropped into; the technology contents of the utility model request protection, all records in detail in the claims.

Claims (7)

1. wind power tower, comprises multistage cylinder; It is characterized in that: described cylinder is made up of two flange plate, columned steel cage and concrete structure; Described steel cage upper and lower end welds with flange plate; Peripheral and the inwall of described steel cage and concreting; Described steel cage welds with flange plate, and described flange plate is welded with support beam; Described support beam is provided with supporting surface; Described supporting surface offers climbing mouth and cable port; Described cylindrical inner wall is built a row and climbed nail; By there being cable in described cable port; Described cable is connected to the control box inside bottommost cylinder.
2. wind power tower as claimed in claim 1, is characterized in that, be provided with lighting set inside described cylinder.
3. wind power tower as claimed in claim 1, is characterized in that, described climbing nail is I-shape construction; Its two ends are embedded in concrete.
4. wind power tower as claimed in claim 1, is characterized in that, the climbing nail symmetry between described connected section cylinder is built.
5. wind power tower as claimed in claim 1, is characterized in that, described climbing nail side is also provided with handrail.
6. wind power tower as claimed in claim 1, is characterized in that, described flange plate is cast into symmetrical protrusion up and down by alloy material and forms; Described protrusion is cylindric.
7. wind power tower as claimed in claim 1, it is characterized in that, the cylinder at described top and the cylinder of bottom are that one end is provided with flange plate.
CN201420716275.0U 2014-11-26 2014-11-26 Wind power tower Expired - Fee Related CN204226125U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420716275.0U CN204226125U (en) 2014-11-26 2014-11-26 Wind power tower

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420716275.0U CN204226125U (en) 2014-11-26 2014-11-26 Wind power tower

Publications (1)

Publication Number Publication Date
CN204226125U true CN204226125U (en) 2015-03-25

Family

ID=52924229

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420716275.0U Expired - Fee Related CN204226125U (en) 2014-11-26 2014-11-26 Wind power tower

Country Status (1)

Country Link
CN (1) CN204226125U (en)

Similar Documents

Publication Publication Date Title
CN202132187U (en) Guyed tower structure of wind generating set
CN103114604B (en) Prestressed concrete tubular type wind generating set foundation
CN204531479U (en) A kind of solar wind-energy movable plank house
CN203394685U (en) Lattice wind turbine tower and wind turbine generator system comprising same
CN201962660U (en) Module assembly type offshore booster station structure
CN102174926A (en) Tower-type wind power station structure
CN204226125U (en) Wind power tower
CN102518570A (en) General wind generation set foundation and method for fixing wind generation set
CN102182343A (en) Hollow steel tube concrete tower drum for wind generating set
CN201943059U (en) Integral type offshore booster station structure
CN203098165U (en) Concrete filled steel tube fan tower
CN202788126U (en) Anchor bolt type column foot herringbone framework
CN202370766U (en) Universal wind power generator set base
CN202402219U (en) Non-corrosive wind power generating tower
CN202059082U (en) Special embedded type transformer for wind power tower barrel transformer substation
CN204371564U (en) Anticorrosion wind-power electricity generation pedestal
CN201385309Y (en) Special support for wind generating set tower
CN207500056U (en) A kind of novel wind power pylon
CN104278689B (en) Box-type substation and wind generator facility mutual foundation device and construction method thereof
CN105697241A (en) Wind power tower
CN203742902U (en) Oil leakage prevention platform used for wind driven generator tower
CN102864787B (en) Intertidal zone wind generating set base
CN203977443U (en) Pile foundation land wind-powered electricity generation tower foundation ring
CN206175136U (en) Diameter -variable cast in situ concrete wind turbine generator system pylon step by step
CN204226119U (en) Wind-power engine room supporting revolving shaft

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20150325

Termination date: 20151126