CN205954669U - Well minitype aerogenerator modularization ground - Google Patents
Well minitype aerogenerator modularization ground Download PDFInfo
- Publication number
- CN205954669U CN205954669U CN201620682469.2U CN201620682469U CN205954669U CN 205954669 U CN205954669 U CN 205954669U CN 201620682469 U CN201620682469 U CN 201620682469U CN 205954669 U CN205954669 U CN 205954669U
- Authority
- CN
- China
- Prior art keywords
- longeron
- crossbeam
- base
- base plate
- polygon
- 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.)
- Active
Links
Abstract
The utility model relates to a well minitype aerogenerator modularization ground, including the ground main part, its characterized in that: the ground main part include polygon basis, crossbeam, longeron and bottom plate, polygon basis, crossbeam, longeron be fixed the setting on the bottom plate all, the polygon basis is located the bottom plate middle part, the longeron setting is radial structure evenly distributed in the polygon basis outside, the crossbeam is located between the adjacent longeron and the crossbeam both ends are connected with the longeron that corresponds respectively and are fixed, polygon basis, crossbeam, longeron and bottom plate all adopt the Q345 steel, Q345 steel surface is equipped with the fiber -glass composition protective layer, the utility model discloses a Q345 steel, the fiber -glass composition protective layer is adopted to the outside, has both guaranteed rigidity, the intensity of material, can guarantee the non -corrosibility ability of polygon foundation ring again, and construction cycle is short, and repeatability utilizes.
Description
Technical field
This utility model is related to electrical equipment technical field, and more particularly, to one kind is applied in all kinds of landform and Different climate
Under the conditions of install middle-size and small-size wind-driven generator modularity ground.
Background technology
3 stages be experienced on China, foundation of wind-driven generator unit design overall.First stage is before 2003,
Single-machine capacity is little, and foundation of wind-driven generator unit mainly entrusts exploration and design unit to complete by domestic owner or manufacturer, the master of design
Will be according to the code for foundation for Building class.Second stage is 2003-2007, belongs to introduction and digestion phase.External MW class
Wind power generating set starts to introduce on a large scale China, most of basic engineering be all according to manufacturer propose with reference to figure, domestic set
Meter institute is designed adjustment according to the concrete condition of wind energy turbine set geological exploration data and domestic construction material, finally by foreign vendor
Meet confirmation.2007 is the phase III later, belongs to the autonomous Design stage of MW class crew base.China was in 2007 9
The moon has promulgated FD003-2007《Wind power generating set Base foundation design specifies》, and the same period be proposed supporting design software.
FD003-2007《Wind power generating set Base foundation design specifies》In consider square spread foundation, square cushion cap
Pile foundation, and Rock Bolt Foundation.In addition to square foundation, conventional also have circular, octagon spread foundation and circle, eight
Side shape pile foundation of bearing platform plinth.From when should be according to building place foundation condition and wind power generating set superstructure to basic requirement
Determine, need if necessary to be calculated or technology and economy comparison, when foundation soil is for soft layer or high-compressibility soil layer, preferably preferentially
Using pile foundation.For tower foundation, circular enlargement is basic and concrete works amount of square spread foundation will be sufficiently close to.
Traditional ground long construction period, concrete amount are big, reinforcing bar rolling is wasted time and energy, concrete is difficult vibration compacting
Deng.After wind-driven generator End Of Service, the modularity ground of present example can be removed, and local environment will not be made
Become pollution, the modularity ground after dismounting is through after the assay was approved, applying in next project and substantially reduce investment
Return period, decrease the destruction to environment simultaneously.
Content of the invention
The shortcoming of prior art in view of the above, the purpose of this utility model is to provide a kind of middle-size and small-size wind-power electricity generation
Machine modularity ground.
This utility model solves its technical problem and be employed technical scheme comprise that:
A kind of middle-size and small-size wind-driven generator modularity ground, including foundation body it is characterised in that:Described foundation body
Including polygonal base, crossbeam, longeron and base plate, polygonal base, crossbeam, longeron are all fixedly installed on base plate, polygon
Basis is located in the middle part of base plate, and longeron is arranged on radial even structure distribution outside polygonal base, and crossbeam is located at adjacent
Between longeron and crossbeam two ends are connected with corresponding longeron respectively, and described polygonal base, crossbeam, longeron and base plate are equal
Using Q345 steel, Q345 steel surface is provided with glass fiber compound material protective layer.
Described longeron inner and polygonal base surface between, between longeron bottom and backplate surface, crossbeam two ends with
Between longeron outer end, between crossbeam bottom and base plate, all it is bolted fixation.
In sum, this utility model has the advantages that:
1st, polygonal base ring and cement bed course pass through bolt leveling, fixation, and foundation body adopts Q345 steel, and outside is adopted
Use glass fiber compound material protective layer, both ensure that rigidity, the intensity of material, can guarantee that the anti-corrosive properties of polygonal base ring again
Energy.
2nd, this patent polygonal base ring will be connected between polygonal base, crossbeam, longeron and base plate, no by bolt
Reinforcing bar rolling and process of binding, no concrete vibrating process, no concrete curing process.
3rd, after the completion of polygonal base, crossbeam, longeron and base plate connect, covered by soil layer and tamp, to resist wind-force
The moment of flexure of electromotor.
4th, only need to 4-5 people in installation process, coordinate 5 tons of cranes, construction period just can complete entirely for about 10-15 days
The construction of ground, improves work efficiency in 30-40 days that compare traditional ground.
5th, after wind-driven generator End Of Service, the modularity ground of present example can be removed, will not be to locality
Environment, the modularity ground after dismounting is big through after the assay was approved, can also applying in next project
Shorten greatly and invest return period, decrease the destruction to environment simultaneously.
6th, this middle-size and small-size wind-driven generator modularity ground had both remained the advantage on traditional wind basis, made simultaneously
Valency is cheap, does not have loaded down with trivial details reinforcing bar binding engineering, and speed of application is fast.
7th, when wind-driven generator because addressing error or certain reason need in not up to wind power generating set service life
When wind power generating set is moved, it is to avoid the secondary input of wind power generating set ground cost.
Brief description
With reference to the accompanying drawings and examples this utility model is further illustrated.
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the structural representation after this utility model installation.
Fig. 3 is the structural representation of polygonal base.
Fig. 4 is the structural representation of longeron.
In figure, 1 polygonal base, 2 crossbeams, 3 longerons, 4 first connecting bolts, 5 second connecting bolts, 6 base plates, 7 the 3rd
Connecting bolt, 8 the 4th connecting bolts, 9 soil layers, 10 bed courses, 11Q345 steel, 12 glass fiber compound material protective layers.
Specific embodiment
Hereinafter embodiment of the present utility model is illustrated by particular specific embodiment, those skilled in the art can be by this
Content disclosed by description understands other advantages of the present utility model and effect easily.
With reference to the accompanying drawings shown in 1,2,3,4:This utility model provides a kind of middle-size and small-size wind-driven generator modularity ground, bag
Include foundation body, described foundation body includes polygonal base 1, crossbeam 2, longeron 3 and base plate 6, polygonal base 1, crossbeam
2nd, longeron 3 is all fixedly installed on base plate 6, and polygonal base 1 is located in the middle part of base plate 6, and longeron 3 is arranged on outside polygonal base 1
The distribution of side radial even structure, crossbeam 2 be located between adjacent longeron 3 and crossbeam 2 two ends respectively with outside corresponding longeron 3
Side end is connected, and described polygonal base 1, crossbeam 2, longeron 3 and base plate 6 are all using Q345 steel 11, Q345 steel
11 surfaces are provided with glass fiber compound material protective layer 12.
Described longeron 3 is inner to be connected with each other by the first connecting bolt 4 and polygonal base 1 surface between, longeron 3 bottom
It is connected with each other by the second connecting bolt 5 between end and base plate 6 surface, pass through the 3rd between crossbeam 2 two ends and longeron 3 outer end even
Connecting bolt 7 is connected with each other, and is connected with each other by the 4th connecting bolt 8 between crossbeam 2 bottom and base plate 6.
Described foundation body is embedded in inside soil layer 9, and foundation body bottom is prefabricated with bed course 10, foundation body polygon
Shape basis 1 top is exposed soil layer 9 and is arranged.
The foregoing is only preferred embodiments of the present utility model, as long as realizing this utility model with essentially identical means
Purpose technical scheme, broadly fall within protection domain of the present utility model.
Claims (2)
1. a kind of middle-size and small-size wind-driven generator modularity ground, including foundation body it is characterised in that:Described foundation body bag
Include polygonal base, crossbeam, longeron and base plate, polygonal base, crossbeam, longeron are all fixedly installed on base plate, polygon base
Plinth is located in the middle part of base plate, and longeron is arranged on radial even structure distribution outside polygonal base, and crossbeam is located at adjacent indulging
Between beam and crossbeam two ends are connected with corresponding longeron respectively, and described polygonal base, crossbeam, longeron and base plate are all adopted
Use Q345 steel, Q345 steel surface is provided with glass fiber compound material protective layer.
2. a kind of middle-size and small-size wind-driven generator modularity ground according to claim 1 it is characterised in that:Described longeron
Inner and polygonal base surface between, between longeron bottom and backplate surface, between crossbeam two ends and longeron outer end, crossbeam bottom
All it is bolted fixation between end and base plate.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620682469.2U CN205954669U (en) | 2016-07-02 | 2016-07-02 | Well minitype aerogenerator modularization ground |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620682469.2U CN205954669U (en) | 2016-07-02 | 2016-07-02 | Well minitype aerogenerator modularization ground |
Publications (1)
Publication Number | Publication Date |
---|---|
CN205954669U true CN205954669U (en) | 2017-02-15 |
Family
ID=57969533
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201620682469.2U Active CN205954669U (en) | 2016-07-02 | 2016-07-02 | Well minitype aerogenerator modularization ground |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN205954669U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111236293A (en) * | 2020-02-21 | 2020-06-05 | 中国能源建设集团西北电力建设工程有限公司 | Foundation modular structure of wind generating set and installation method |
-
2016
- 2016-07-02 CN CN201620682469.2U patent/CN205954669U/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111236293A (en) * | 2020-02-21 | 2020-06-05 | 中国能源建设集团西北电力建设工程有限公司 | Foundation modular structure of wind generating set and installation method |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP4202209A1 (en) | Grouting-free dry-type prestressed bolt segment-assembled prefabricated concrete tower | |
US8881485B2 (en) | Wind turbine tower system | |
CN102337785B (en) | Construction process of ultra-large-span net-frame arch-shaped shed type storage silo | |
CN203755778U (en) | Assembly external pre-stress reactive powder concrete wind power tower | |
CN103867019B (en) | Assembling external prestressing RPC wind power tower | |
PT103562A (en) | TOWERS IN POLYMERIC CONCRETE FOR WIND GENERATORS AND OTHER MAJOR STRUCTURAL APPLICATIONS | |
CN202627017U (en) | Prefabricated integrated wind driven generator foundation | |
CN102797643B (en) | A kind of wind power generation tower device | |
CN103114604A (en) | Prestressed concrete tubular type wind generating set foundation | |
von der Haar et al. | Design aspects of concrete towers for wind turbines | |
CN202519698U (en) | Prestressed concrete cylindrical foundation | |
CN111236294A (en) | Combined cylinder structure fan foundation | |
CN107577846A (en) | A kind of engine room cover of wind turbine strength determining method | |
CN103046575A (en) | Land four-leaf-clover-type fan expanded foundation structure | |
CN112900513A (en) | High-performance wind power tower cylinder foundation reinforcing device | |
CN205954669U (en) | Well minitype aerogenerator modularization ground | |
Mailyan et al. | Stress-strain state of the" combined tower-reinforced concrete foundation-foundation soil" system for high-rise structures | |
CN216108675U (en) | High-performance wind power tower cylinder foundation reinforcing device | |
CN201401040Y (en) | Concrete precast balance weight for mobile communication antenna holding pole | |
CN209163582U (en) | A kind of prepackage type concrete tower of variable cross-section thickness | |
CN106592622A (en) | Annular concrete based wind-driven generator foundation structure with vertical prestress | |
CN107313551A (en) | A kind of concrete prefabricated wallboard of steel bar girder and structural system and its construction method | |
CN101725475B (en) | Wind power tower drum with precast reinforced concrete pillar | |
CN211898511U (en) | Combined cylinder structure fan foundation | |
CN203658159U (en) | Basic raft testing device |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CP01 | Change in the name or title of a patent holder | ||
CP01 | Change in the name or title of a patent holder |
Address after: 253000 Shandong city of Dezhou Province, Dezhou Hongdu Xiaozhuang West Road Economic Development Zone West Patentee after: Shandong Huaye Electric Co. Ltd. Address before: 253000 Shandong city of Dezhou Province, Dezhou Hongdu Xiaozhuang West Road Economic Development Zone West Patentee before: Shandong Huaye Wind Power Equipment Co., Ltd. |