CN201953134U - Self supporting maritime wind measurement tower structure - Google Patents

Self supporting maritime wind measurement tower structure Download PDF

Info

Publication number
CN201953134U
CN201953134U CN2010206849635U CN201020684963U CN201953134U CN 201953134 U CN201953134 U CN 201953134U CN 2010206849635 U CN2010206849635 U CN 2010206849635U CN 201020684963 U CN201020684963 U CN 201020684963U CN 201953134 U CN201953134 U CN 201953134U
Authority
CN
China
Prior art keywords
tower
steel
self
supporting
wind measurement
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 - Lifetime
Application number
CN2010206849635U
Other languages
Chinese (zh)
Inventor
孙杏建
姜贞强
俞华锋
贾献林
冯卫江
柳丽香
毛愉菁
俞琨
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.)
Powerchina Huadong Engineering Corp Ltd
Original Assignee
Powerchina Huadong Engineering Corp 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 Powerchina Huadong Engineering Corp Ltd filed Critical Powerchina Huadong Engineering Corp Ltd
Priority to CN2010206849635U priority Critical patent/CN201953134U/en
Application granted granted Critical
Publication of CN201953134U publication Critical patent/CN201953134U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

The utility model relates to a self supporting maritime wind measurement tower structure. In order to solve technical problems, the utility model provides the self supporting maritime wind measurement tower structure, which is applicable to an intertidal zone or an offshore area, a soft clay ground and a region vulnerable to scour, can effectively resist against seawater corrosion, can well bear the actions of sea wind load and sea wave load, is applicable to a wind measurement height of 0 to 150m, is safe, reliable and very cheap, is simply constructed with convenience and has long service life. In order to solve the technical problems, the utility model adopts the following technical scheme that: the structure has a self supporting foundation; the upper part of the structure is fixedly connected with a vertical steel truss tower body through a flange; the steel truss tower body is provided with a plurality of steel platforms which are distributed up and down and on which wind measurement equipment supporting frames are arranged; a steel crawling ladder is arranged on the outer face of the steel truss tower body; and a lightning conductor is arranged at the top of the steel truss tower body. The self supporting maritime wind measurement tower structure is applicable to the treatment on wind measurement equipment arranged on sea.

Description

The marine anemometer tower structure of self-supporting
Technical field
The utility model relates to a kind of marine anemometer tower structure, and the marine anemometer tower structure of particularly a kind of self-supporting is applicable to and handles afloat survey wind devices is installed.
Background technology
In China, the wind-power electricity generation industry is an emerging industry.Last century, the eighties rose, and China's introduction of foreign technology is Construction of Wind farm at home progressively, after 2000, because country encourages the development and utilization to regenerative resource, domestic wind-power electricity generation industry was developed rapidly.
Up to the present, China in the Inner Mongol, Xinjiang, Hebei and the coastal region in east China built up large quantities of land wind energy turbine set.But extensive development along with the wind-powered electricity generation industry, the land resources anxiety, day by day manifest with the problem such as shield of giving of local other industries, and China has very long coastline, its marine zone is contained abundant wind energy resources, in recent years, particularly this year Jiangsu Da Feng, East Platform, strand and four marine royalty right projects of the shining sun bid implement, offshore wind farm has obtained development fast.
Because the particularity of marine natural environment, common land construction machinery and job practices can not be used, and the anemometer tower structure of land routine can not be used for the sea.Be used for marine anemometer tower structure and will solve a series of problems such as anti-tidewater, soft foundation, corrosivity.Because lack the construction experiences of marine anemometer tower at present, still do not find a kind of cheapness, reliable marine anemometer tower processing form fully.
Summary of the invention
The technical problems to be solved in the utility model is: propose a kind ofly can be applicable to intertidal zone or offshore sea waters, be applicable to soft foundation and the zone that is subject to wash away, can effectively resist corrosive properly, can be good at bearing the effect of sea turn load, wave load, be applicable to and survey the wind height at 0~150m, and the marine anemometer tower structure of self-supporting safe and reliable, extremely cheapness, easy construction, long service life.
The technical scheme that the utility model adopted is: the marine anemometer tower structure of a kind of self-supporting, it is characterized in that: this structure has the self-supporting basis, pass through the fixedly connected vertical steel truss body of the tower of flange on it, that this steel truss body of the tower is provided with is that several distribute up and down, be shaped on the steel platform of surveying the wind devices bracing frame on it, and the steel cat ladder being housed in the outside of steel truss body of the tower, lightning rod is equipped with at the top.
Described steel truss body of the tower comprises and is the column that equilateral triangle or positive direction are arranged, be connected with between each column level to oblique support bar.
Described column and support bar are steel pipe, shaped steel or round steel.
Described self-supporting basis is steel platform base or concrete platform basis, and its top is provided with working platform, is peripherally equipped with the steel cat ladder.
The working platform height on described self-supporting basis is higher than highest water level.
The beneficial effects of the utility model are: 1) body of the tower of this anemometer tower adopts steel truss structure, and have three big advantages: a. is easy for installation, can segmentation transport segmental hoisting, and the engineering time is short, and required construction equipment, operating expenses are few; B. strength of materials utilization rate is good, and this structure makes the rigidity of structure and intensity be tending towards rational distribution, reduces stress concentration degree and fatigue damage rate, thereby has improved the utilization rate of material; C. the wind load coefficient is little, and wind loading rating is strong.2) the steel platform base or the concrete platform basis of employing self-supporting have four big advantage: a. and can be applicable to soft foundation and the zone that is subject to wash away; B. can effectively resist corrosive properly; C. can be good at bearing the effect of marine wave load; D. it is big to be suitable for depth of water scope.3) be connected by flange between body of the tower and the basis, flange connects accurately leveling, has solved the problem of anemometer tower making and on-the-spot alignment error; 4) body of the tower is provided with steel platform and steel cat ladder, is convenient to on-site maintenance.5) reliable, the long service life of anemometer tower structural safety such as the relative stay-supported of the utility model, permanent survey wind data not only can offer this wind field with reference to utilization, and the departments such as meteorology, navigation, military affairs, fishery that can also offer are with reference to utilization.6) this anemometer tower structure can be considered as permanent building, according to the characteristics of geographical and self structure, is transformed into band navigation beacon function.7) the anemometer tower basis can be transformed a little, form the artificial marine habitat effect.8) full tower facade is succinct, handsome in appearance.
Description of drawings
Fig. 1 is the elevation of the utility model embodiment.
Fig. 2 is that the A-A of Fig. 1 is to sectional view.
Fig. 3 is that the B-B of Fig. 1 is to sectional view.
The specific embodiment
As shown in Figure 1, the marine anemometer tower structure of present embodiment has build marine self-supporting basis 2 in, the steel platform base can be adopted in this self-supporting basis 2, also can adopt the concrete platform basis, its top is provided with working platform 8, be peripherally equipped with steel cat ladder 6, require steel cat ladder 6 to resist to safeguard ship by foul.
With this self-supporting basis 2 is supporting body, is connected with steel truss body of the tower 1 by flange on it, and during enforcement, body of the tower is connected by flange is on-the-spot with the basis, and the verticality of body of the tower is regulated by this flange.The steel truss body of the tower is provided with several steel platform 1-9 that distributes up and down, is shaped on the steel platform to survey wind devices bracing frame 4 (being used for installing the survey wind devices); Steel cat ladder 6 also is equipped with in the outside of steel truss body of the tower, the working platform 8 at each steel platform 1-9 and basic top is interconnected, to make things convenient for on-site maintenance; In addition, at the top of steel truss body of the tower lightning rod 7 is housed also.
The structure of above-mentioned steel truss body of the tower 1 such as Fig. 2, shown in Figure 3, it comprises and is the column 1-3 that equilateral triangle (also can adopt square) is arranged, be connected with between each column 1-3 level to oblique support bar 1-5, its plane structure pattern is an equilateral triangle; Column 1-3 and support bar 1-5 can adopt steel pipe, shaped steel or round steel.
For preventing the corrosion of seawater, require the working platform 8 on self-supporting basis 2 highly preferably to be higher than highest water level to steel truss body of the tower 1.

Claims (5)

1. the marine anemometer tower structure of a self-supporting, it is characterized in that: this structure has self-supporting basis (2), pass through the fixedly connected vertical steel truss body of the tower (1) of flange on it, that this steel truss body of the tower (1) is provided with is that several distribute up and down, be shaped on the steel platform (1-9) of surveying wind devices bracing frame (4) on it, and steel cat ladder (6) being housed in the outside of steel truss body of the tower (1), lightning rod (7) is equipped with at the top.
2. the marine anemometer tower structure of self-supporting according to claim 1 is characterized in that: described steel truss body of the tower (1) comprises and is the column (1-3) that equilateral triangle or positive direction are arranged, be connected with between each column (1-3) level to oblique support bar (1-5).
3. the marine anemometer tower structure of self-supporting according to claim 2, it is characterized in that: described column (1-3) and support bar (1-5) are steel pipe, shaped steel or round steel.
4. the marine anemometer tower structure of self-supporting according to claim 1, it is characterized in that: described self-supporting basis (2) is steel platform base or concrete platform basis, and its top is provided with working platform (8), is peripherally equipped with steel cat ladder (6).
5. the marine anemometer tower structure of self-supporting according to claim 1, it is characterized in that: the working platform (8) on described self-supporting basis (2) highly is higher than highest water level.
CN2010206849635U 2010-12-16 2010-12-16 Self supporting maritime wind measurement tower structure Expired - Lifetime CN201953134U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2010206849635U CN201953134U (en) 2010-12-16 2010-12-16 Self supporting maritime wind measurement tower structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2010206849635U CN201953134U (en) 2010-12-16 2010-12-16 Self supporting maritime wind measurement tower structure

Publications (1)

Publication Number Publication Date
CN201953134U true CN201953134U (en) 2011-08-31

Family

ID=44497253

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2010206849635U Expired - Lifetime CN201953134U (en) 2010-12-16 2010-12-16 Self supporting maritime wind measurement tower structure

Country Status (1)

Country Link
CN (1) CN201953134U (en)

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102444138A (en) * 2011-10-28 2012-05-09 郑俊斌 Anemometry tower provided with laser anemometer
CN102561251A (en) * 2012-03-29 2012-07-11 安徽省绩溪家德钢结构有限责任公司 Hydrologic monitoring station
CN104265053A (en) * 2014-10-21 2015-01-07 温州电力设计有限公司 High-voltage transmission line in-river tower
CN105804471A (en) * 2014-12-31 2016-07-27 上海勘测设计研究院有限公司 Triangular self-standing type anemometer tower
CN106639486A (en) * 2016-12-05 2017-05-10 北京普华亿能风电技术有限公司 Anti-bird strike anemometer tower
CN106639496A (en) * 2016-12-05 2017-05-10 北京普华亿能风电技术有限公司 Wind and shadow resistant anemometer tower
CN106677593A (en) * 2016-12-05 2017-05-17 北京普华亿能风电技术有限公司 Bird strike prevention anemometer tower
CN106677594A (en) * 2016-12-05 2017-05-17 北京普华亿能风电技术有限公司 Wind measurement tower with bird impact prevention function
CN106760869A (en) * 2016-12-05 2017-05-31 北京普华亿能风电技术有限公司 A kind of wind resistance shadow anemometer tower
CN106771335A (en) * 2016-12-05 2017-05-31 北京普华亿能风电技术有限公司 The wind detection method and wind resistance shadow anemometer tower of a kind of anemometer tower
CN106836938A (en) * 2016-12-05 2017-06-13 北京普华亿能风电技术有限公司 A kind of wind resistance shadow anemometer tower and wind detection method

Cited By (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102444138A (en) * 2011-10-28 2012-05-09 郑俊斌 Anemometry tower provided with laser anemometer
CN102444138B (en) * 2011-10-28 2013-12-25 郑俊斌 Anemometry tower provided with laser anemometer
CN102561251A (en) * 2012-03-29 2012-07-11 安徽省绩溪家德钢结构有限责任公司 Hydrologic monitoring station
CN104265053A (en) * 2014-10-21 2015-01-07 温州电力设计有限公司 High-voltage transmission line in-river tower
CN104265053B (en) * 2014-10-21 2016-04-06 温州电力设计有限公司 A kind of ultra-high-tension power transmission line Jiang Zhongta
CN105804471A (en) * 2014-12-31 2016-07-27 上海勘测设计研究院有限公司 Triangular self-standing type anemometer tower
CN106639496A (en) * 2016-12-05 2017-05-10 北京普华亿能风电技术有限公司 Wind and shadow resistant anemometer tower
CN106639486A (en) * 2016-12-05 2017-05-10 北京普华亿能风电技术有限公司 Anti-bird strike anemometer tower
CN106677593A (en) * 2016-12-05 2017-05-17 北京普华亿能风电技术有限公司 Bird strike prevention anemometer tower
CN106677594A (en) * 2016-12-05 2017-05-17 北京普华亿能风电技术有限公司 Wind measurement tower with bird impact prevention function
CN106760869A (en) * 2016-12-05 2017-05-31 北京普华亿能风电技术有限公司 A kind of wind resistance shadow anemometer tower
CN106771335A (en) * 2016-12-05 2017-05-31 北京普华亿能风电技术有限公司 The wind detection method and wind resistance shadow anemometer tower of a kind of anemometer tower
CN106836938A (en) * 2016-12-05 2017-06-13 北京普华亿能风电技术有限公司 A kind of wind resistance shadow anemometer tower and wind detection method
CN106760869B (en) * 2016-12-05 2019-07-02 北京普华亿能风电技术有限公司 A kind of wind resistance shadow anemometer tower
CN106639496B (en) * 2016-12-05 2019-07-02 北京普华亿能风电技术有限公司 A kind of wind resistance shadow anemometer tower

Similar Documents

Publication Publication Date Title
CN201953134U (en) Self supporting maritime wind measurement tower structure
CN202295230U (en) Floating-type offshore wind power foundation
CN201649118U (en) Foundation structure of jacket-type offshore wind turbine
CN201538971U (en) Basic structure of high-rise pile cap type offshore wind driven generator
CN102390495A (en) Offshore combined floating wind power generation platform
EP2461031A2 (en) Technology for combined offshore floating wind power generation
CN201963016U (en) Stay wire type offshore wind measuring tower structure
CN103015445B (en) Neritic zone wind energy turbine set is without changeover portion single-pile foundation construction and Fan Equipment mounting process
US20170218919A1 (en) Wind tracing, rotational, semi-submerged raft for wind power generation and a construction method thereof
CN103758705A (en) Double-body floating type offshore wind turbine system
US11149716B2 (en) Offshore wind-solar-aquaculture integrated floater
US20130152839A1 (en) System of anchoring and mooring of floating wind turbine towers and corresponding methods for towing and erecting thereof
CN208470081U (en) Marine concentrating type floats wind power platform
KR101044752B1 (en) Apparatus for amending slope when installing marine wind power generation facility
CN201952809U (en) Steel truss type offshore anemometer tower foundation structure
KR20120002184A (en) Sea wind power generator
Vølund Concrete is the future for offshore foundations
CN204040050U (en) Mixed type offshore wind power foundation structure
CN204252153U (en) Guy rope anchoring type offshore wind turbine foundation
CN204491567U (en) Pre-manufactured steel pile tube wind power generation platform
CN201599157U (en) Offshore wind turbine infrastructure with multi-pile steel framework and without peripheral connecting pipes
Liščić et al. Off shore Wind Power Plant in the Adriatic Sea: An Opportunity for the Croatian Economy
CN208416810U (en) A kind of semi-submersible type offshore wind power generation basic
CN207598433U (en) A kind of offshore wind farm crew base flushing monitoring system
CN206545568U (en) A kind of new floating marine formula may move wind power plant

Legal Events

Date Code Title Description
GR01 Patent grant
C14 Grant of patent or utility model
CX01 Expiry of patent term

Granted publication date: 20110831

CX01 Expiry of patent term