CN207634247U - Be in the milk the wind turbine tower connected - Google Patents
Be in the milk the wind turbine tower connected Download PDFInfo
- Publication number
- CN207634247U CN207634247U CN201721541827.9U CN201721541827U CN207634247U CN 207634247 U CN207634247 U CN 207634247U CN 201721541827 U CN201721541827 U CN 201721541827U CN 207634247 U CN207634247 U CN 207634247U
- Authority
- CN
- China
- Prior art keywords
- tower
- fixing pipe
- piece
- sleeve
- wind turbine
- 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
Classifications
-
- 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
- Y02E10/728—Onshore wind turbines
Abstract
The utility model discloses a kind of wind turbine towers of grouting connection, which is characterized in that including:The superposition installation of multilayer tower, the tower include:Multi-disc tower piece is mutually spliced into tubular from longitudinal direction, and tower piece two opposite sides side is equipped with multistage sleeve, and after two adjacent tower piece splicings, sleeve described in multistage is spliced into a fixing pipe by joining end to end;One connection mandrel is across the fixing pipe, grout filling between the connection mandrel and the fixing pipe, and gasket seal is equipped between the two adjacent sleeves of the fixing pipe.The utility model is compared to the prior art, of high cost, transport hardly possible, installation inconvenience, Maintenance Difficulty caused by solving the problems, such as the scheme increased in the prior art by increase tower thickness, pass through the splicing construction of tower piece, splice the staggered formation fixing pipe of after sleeve in tower piece, and connection mandrel and grout filling are passed through in fixing pipe, so that connecting shaft is integrally formed with fixing pipe, to overcome the limitation of size, it can be spliced as needed, assembling is easy, stress is preferable, is easy to safeguard.
Description
Technical field
The utility model is related to the wind turbine towers of a kind of wind power generation stepped more particularly to a kind of grouting connection.
Background technology
Wind-driven generator tower frame is the important component of wind power plant, at present mainly using steel cylinder or slightly
Circular cone type structure.Every section of steel tower tube is individually built in factory, and then every section of steel tower tube is transported to infield and is assembled.
Many wind field mean wind speeds leaved for development are relatively low at present in China, and it is more preferable that high tower can allow wind power plant to obtain
Wind energy improve generated energy.Pylon is higher, and the design size of structure is also bigger, it is meant that wall thickness or diameter should increase.
According to gained is calculated, it is more beneficial than wall thickness to increase tower diameter.But it is multiple by transportation clearance, overall frequency, economy etc.
The tower that the limitation of factor is traditional can no longer meet requirement.
In order to solve transportation problem, there is split blade type wind turbine tower.Ready-made steel tower is cut in factory,
Assembling is bolted at the scene.But this bolted split blade type pylon Assembling is difficult, and stress is complicated, bad dimension
Shield.
In prior art specific implementation process, there is following problem:
(1) after traditional tower does height, frequency and bearing capacity can only be improved by increasing wall thickness or increasing diameter.
Increasing wall thickness can be such that tower weight increases very much, lose economy;Increasing diameter can be limited by traffic condition.
(2) bolted split blade type pylon Assembling is difficult, and the use of a large amount of bolts keeps pylon stress complicated, the later stage
It safeguards relatively difficult.
Utility model content
In view of the drawbacks described above of the prior art, the technical problem to be solved by the utility model is to provide a kind of grouting companies
The wind turbine tower connect, wherein including:The superposition installation of multilayer tower, the tower include:Multi-disc tower piece goes up phase from longitudinal
It is mutually spliced into tubular, tower piece two opposite sides side is equipped with multistage sleeve, after two adjacent tower piece splicings, multistage
The sleeve is spliced into a fixing pipe by joining end to end;One connection mandrel passes through the fixing pipe, the connection mandrel and institute
Grout filling between fixing pipe is stated, gasket seal is equipped between the two adjacent sleeves of the fixing pipe.
Preferably, the opening of the tower two is welded with flange, and the two adjacent towers pass through the flanged joint.
Preferably, the connection mandrel is equipped with multiple locating piece groups, and the locating piece group includes being welded on the connection
Multiple locating pieces on the same longitudinal section of mandrel;The locating piece offsets with the fixed inside pipe wall.
Preferably, the sleeve is welded on the tower on piece by support leg.
The wind turbine tower of the utility model grouting connection efficiently solves and leads in the prior art compared to the prior art
The problem of of high cost, transport is difficult, installation is inconvenient, Maintenance Difficulty caused by increasing the scheme that tower thickness is increased is spent, tower piece is passed through
Splicing construction, splice the staggered formation fixing pipe of after sleeve in tower piece, and connection mandrel and filling is passed through in fixing pipe
Slurry filling so that connecting shaft is integrally formed with fixing pipe, to overcome the limitation of size, can be spliced as needed,
Assembling is easy, and stress is preferable, is easy to safeguard.
The technique effect of the design of the utility model, concrete structure and generation is made furtherly below with reference to attached drawing
It is bright, to be fully understood from the purpose of this utility model, feature and effect.
Description of the drawings
Fig. 1 is the structural schematic diagram of the splicing part of the two tower pieces of the utility model;
Fig. 2 is the structural schematic diagram of the axis that connects with the heart of the utility model;
Fig. 3 is the structural schematic diagram of the splicing part of the two tower pieces of the embodiments of the present invention two;
Fig. 4 is the structural schematic diagram of the tower of the utility model.
Specific implementation mode
As shown, Fig. 1 is the structural schematic diagram of the splicing part of the two tower pieces of the utility model, a kind of grouting connection
Wind turbine tower, wherein including:The superposition installation of multilayer tower 1, tower 1 include:Multi-disc tower piece 2 is upper mutual from longitudinal direction
It is spliced into tubular, two adjacent tower pieces 2 can splice in the horizontal direction;2 two opposite sides side of tower piece is equipped with multistage set
Cylinder 4, after two adjacent tower pieces 2 splice, multistage sleeve 4 is spliced into a fixing pipe by joining end to end;One connection mandrel 5 passes through
Fixing pipe connects grout filling between mandrel 5 and fixing pipe, and the axis that connects with the heart forms integral structure with fixing pipe, realizes that two is adjacent
Tower piece 2 fixation, two panels tower piece 2 can be spliced into tower 1, by the way of the splicing of more tower pieces 2 can also be used, root
Flexibly spliced according to different needs;Gasket seal 6 is equipped between two adjacent sleeves 4 of fixing pipe.
Fig. 4 is the structural schematic diagram of the tower of the utility model, and further, 1 liang of tower, which is open, is welded with flange 3, two
Adjacent tower 1 is connected by flange 3.
Fig. 2 is the structural schematic diagram of the axis that connects with the heart of the utility model, and further, connection mandrel 5 is equipped with multiple positioning
7 groups of block, 7 groups of locating piece include the multiple locating pieces 7 being welded on 5 same section of connection mandrel;Locating piece 7 and fixed inside pipe wall
It offsets so that connection mandrel 5 is not contacted with fixing pipe, gives grouting leaving space.
Fig. 3 is the structural schematic diagram of the splicing part of the two tower pieces of the embodiments of the present invention two, new in this practicality
In the embodiment two of type, further, sleeve 4 is welded on by support leg 8 on tower piece 2, is spliced into further increase
The convenience of round tower 1.
Further, the sleeve 4 of the sleeve 4 of tower piece 2 and adjacent tower piece 2 is staggered is spliced into fixing pipe, in fact
That is, if the sleeve 4 that the two sides of same tower piece 2 are installed is removed the case where not changing former level height on border
Under, spliced, equally staggeredly can be spliced into fixing pipe.
The preferred embodiment of the utility model described in detail above.It should be appreciated that the ordinary skill people of this field
Member according to the present utility model can conceive without creative work makes many modifications and variations.Therefore, all this technology necks
Technical staff passes through logic analysis, reasoning or limited reality on the basis of existing technology according to the design of the utility model in domain
Available technical solution is tested, it all should be in the protection domain being defined in the patent claims.
Claims (4)
1. a kind of wind turbine tower of grouting connection, which is characterized in that including:The superposition installation of multilayer tower, the tower packet
It includes:Multi-disc tower piece is mutually spliced into tubular from longitudinal direction, and tower piece two opposite sides side is equipped with multistage sleeve, and two is adjacent
The tower piece splicing after, sleeve described in multistage is spliced into a fixing pipe by joining end to end;One connection mandrel passes through described
Fixing pipe, grout filling between the connection mandrel and the fixing pipe, between the two adjacent sleeves of the fixing pipe
Equipped with gasket seal.
2. wind turbine tower as described in claim 1, which is characterized in that the opening of the tower two is welded with flange, two-phase
The adjacent tower passes through the flanged joint.
3. wind turbine tower as described in claim 1, which is characterized in that the connection mandrel is equipped with multiple locating pieces
Group, the locating piece group include the multiple locating pieces being welded on the same longitudinal section of the connection mandrel;The locating piece with
The fixed inside pipe wall offsets.
4. wind turbine tower as described in claim 1, which is characterized in that the sleeve is equipped with support leg, the sleeve
It is welded on the tower on piece by support leg.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201721541827.9U CN207634247U (en) | 2017-11-17 | 2017-11-17 | Be in the milk the wind turbine tower connected |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201721541827.9U CN207634247U (en) | 2017-11-17 | 2017-11-17 | Be in the milk the wind turbine tower connected |
Publications (1)
Publication Number | Publication Date |
---|---|
CN207634247U true CN207634247U (en) | 2018-07-20 |
Family
ID=62856874
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201721541827.9U Active CN207634247U (en) | 2017-11-17 | 2017-11-17 | Be in the milk the wind turbine tower connected |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN207634247U (en) |
-
2017
- 2017-11-17 CN CN201721541827.9U patent/CN207634247U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN106836489B (en) | A kind of assembled round steel pipe casing fiber concrete column connected node and installation method | |
CN202132187U (en) | Guyed tower structure of wind generating set | |
CN207513756U (en) | A kind of tower segmentation, combined type tower and wind power generating set | |
CN103410670B (en) | Truss type wind-driven generator tower frame and there is the wind power generating set of this pylon | |
CN202882185U (en) | Ribbed-type rigid grid cable dome | |
US20170321659A1 (en) | Hybrid tubular lattice tower assembly for a wind turbine | |
KR20100062946A (en) | Wind turbine with improved tower and method of assembling same | |
CN205669338U (en) | A kind of split blade type bending head tower structure | |
CN102102643A (en) | Lattice hollow-concrete-filled steel tube tower for wind generating set | |
TW202142777A (en) | Assembly of a jacket structure | |
DK2288771T3 (en) | Tower for a wind power installation | |
CN207277562U (en) | Assembled concrete-filled circular steel tube column-H-shaped girder steel Integral flange outer shroud plate node | |
CN208328662U (en) | A kind of combinable folding steel truss | |
CN207634247U (en) | Be in the milk the wind turbine tower connected | |
CN107725281B (en) | It puts more energy into a kind of fragment assembled T-steel wind energy conversion system steel cylinder tower section | |
CN205369872U (en) | Large -scale air cooling tower X pillar crowd structure scaffold | |
CN103205981A (en) | Positioning structure for installation and grouting of jacket basis of offshore wind turbine | |
CN214787816U (en) | Split type precast concrete fan tower cylinder | |
CN104153630A (en) | Transition connection method of hybrid wind power towers | |
CN203238652U (en) | Positioning structure for installing and grouting offshore wind turbine jacket foundation | |
CN210002434U (en) | Reinforcing member for concrete weak area at flange under fan foundation ring | |
CN202991367U (en) | Hybrid tower for wind generating set | |
CN207988633U (en) | For the anti-buckling alternative in the repairing of steel truss tower, replacement and maintenance work | |
CN209278059U (en) | A kind of wind power generating set split blade type tower | |
CN206829751U (en) | A kind of energy-saving structure steel pipe pole |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CP01 | Change in the name or title of a patent holder |
Address after: 200241 Dongchuan Road, Shanghai, No. 555, building No. 8, floor, floor, No. Patentee after: Shanghai Electric Wind Power Group Co., Ltd Address before: 200241 Dongchuan Road, Shanghai, No. 555, building No. 8, floor, floor, No. Patentee before: Shanghai Electric Wind Power Group Co., Ltd. |
|
CP01 | Change in the name or title of a patent holder |