CN220150369U - Mountain region wind-powered electricity generation fan foundation structure - Google Patents
Mountain region wind-powered electricity generation fan foundation structure Download PDFInfo
- Publication number
- CN220150369U CN220150369U CN202321565263.8U CN202321565263U CN220150369U CN 220150369 U CN220150369 U CN 220150369U CN 202321565263 U CN202321565263 U CN 202321565263U CN 220150369 U CN220150369 U CN 220150369U
- Authority
- CN
- China
- Prior art keywords
- arc
- plate
- fixing
- supporting
- plates
- 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
- 230000005611 electricity Effects 0.000 title claims abstract description 5
- 230000000712 assembly Effects 0.000 claims description 17
- 238000000429 assembly Methods 0.000 claims description 17
- 239000011150 reinforced concrete Substances 0.000 abstract description 6
- 125000004122 cyclic group Chemical group 0.000 abstract 1
- 238000003466 welding Methods 0.000 description 7
- 238000004873 anchoring Methods 0.000 description 6
- 238000009412 basement excavation Methods 0.000 description 5
- 238000010276 construction Methods 0.000 description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000010792 warming Methods 0.000 description 1
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
Landscapes
- Wind Motors (AREA)
Abstract
The utility model provides a mountain region wind-powered electricity generation fan foundation structure, including the crab-bolt cage, supporting component, fixed subassembly, connecting bolt, the stock, multiunit supporting component cyclic annular setting is in the crab-bolt cage outside, fixed subassembly is fixed with supporting component between two adjacent sets of supporting components, the stock passes fixed subassembly and supporting component and inserts the stratum and anchor every group supporting component including the arc backup pad, right angle supporting seat one end perpendicular to arc backup pad, right angle supporting seat and arc backup pad fixed connection, pass through fixed subassembly fixed connection between two adjacent sets of right angle supporting seats, fixed subassembly sets up in right angle supporting seat upper portion, first fixed plate one end and one of them set of right angle supporting seat fixed connection, the other end and another set of right angle supporting seat fixed connection, this mountain region wind-powered electricity generation fan foundation structure significantly reduces reinforced concrete's use, the foundation ditch area has been reduced simultaneously, the damage to original ecological environment has been reduced.
Description
Technical Field
The utility model relates to the field of foundation installation of wind generating sets, in particular to a mountain wind turbine foundation structure.
Background
The shortage of energy and global warming are the most important problems in the world today, and wind energy is taken as a renewable clean energy source, so that the wind energy has the advantages of huge amount, wide distribution, no pollution and the like, is more and more valued by various countries in the world, and accelerates the development and utilization of the wind energy, and becomes the consensus of the world energy world. Wind energy is inexhaustible and inexhaustible. In the era of emphasis on sustainable development and environmental protection, wind power has become a popular clean energy source, an extended foundation and a pile foundation are generally adopted for a land wind power plant fan foundation, but in hilly, mountain land and other areas, due to complex land features, the original block type, raft type and other extended fan foundation types can influence a mountain due to large excavation quantity of a foundation pit, the consumption of foundation reinforced concrete is large, and the construction period is long, so that the original mountain wind power plant foundation structure has no outstanding technical advantages.
Therefore, the foundation structure of the mountain wind power fan is needed to be provided, the excavation quantity of the foundation pit can be greatly reduced, and the consumption of reinforced concrete is reduced.
Disclosure of Invention
The utility model aims to provide a mountain wind power fan foundation structure so as to solve the problems in the background technology.
In order to achieve the above purpose, the present utility model provides the following technical solutions: the foundation structure of the mountain wind power fan comprises an anchor bolt cage, supporting components, fixing components, connecting bolts and anchor rods, wherein a plurality of groups of supporting components are annularly arranged on the outer side of the anchor bolt cage, the anchor bolt cage is fixedly connected with the supporting components, the fixing components are fixedly connected between two adjacent groups of supporting components, and the anchor rods penetrate through the fixing components and the supporting components and are inserted into a stratum to be anchored;
every group supporting component includes arc backup pad, right angle supporting seat one end perpendicular to arc backup pad, right angle supporting seat and arc backup pad fixed connection, through fixed component fixed connection between two adjacent groups right angle supporting seats, fixed component sets up on right angle supporting seat upper portion, first fixed plate one end and one of them right angle supporting seat fixed connection, the other end and another group right angle supporting seat fixed connection.
The right angle supporting seat comprises two right angle supporting plates which are symmetrically arranged at intervals, each right angle supporting plate is formed by connecting a rectangular plate and a right angle trapezoidal plate, the rectangular plates in the right angle supporting plates are horizontally arranged, the right angle trapezoidal plates are perpendicular to the rectangular plates and are located on the upper portions of the rectangular plates, multiple groups of anchor holes are distributed on the rectangular plates at equal intervals, and multiple groups of connecting holes are formed in the right angle trapezoidal plates at intervals along the horizontal direction.
Each group of connecting holes comprises a plurality of connecting holes which are arranged from top to bottom at intervals, the number of each group of connecting holes is increased from the short side to the long side of the right-angle trapezoid plate in sequence, and the connecting holes on the two right-angle trapezoid plates in the same group are in one-to-one correspondence and fixedly connected through connecting bolts.
The fixed subassembly includes a plurality of fixed plates, and every fixed plate includes arc riser and arc aperture board, and arc aperture board level sets up, and arc riser perpendicular to arc aperture board sets up, and a plurality of fixed plates and a plurality of anchor hole one-to-one, every arc aperture board both ends have been seted up respectively with the fixed orifices of anchor hole connection, penetrate the stock after fixed orifices and anchor hole connection.
The anchor bolt cage is of a cylindrical structure and comprises an upper supporting table, a lower supporting table and an anchor bolt cage main body, wherein the upper supporting table is located on the upper portion of the anchor bolt cage main body, the lower supporting table is located on the lower portion of the anchor bolt cage main body, the supporting component is arranged on the upper portion of the outer side of the anchor bolt cage main body and fixedly connected with the upper supporting table, the lower portion of the supporting component is fixedly connected with the lower supporting table, and the supporting component is limited through the upper supporting table and the lower supporting table.
The first arc-shaped vertical plate in the first fixing plate is higher than the second arc-shaped vertical plate in the second fixing plate, the second arc-shaped vertical plate in the second fixing plate is higher than the third arc-shaped vertical plate in the third fixing plate, the first arc-shaped opening plate in the first fixing plate is longer than the second arc-shaped opening plate in the second fixing plate, and the second arc-shaped opening plate in the second fixing plate is longer than the third arc-shaped opening plate in the third fixing plate.
The arc backup pad includes the connecting block, and arc backup pad butt is between the last brace table of crab-bolt cage and lower brace table, and after the connecting block in two adjacent arc backup pads closely laminated, the through-hole on the connecting block aligns, through connecting bolt fixed connection.
The anchor rods penetrate through the anchor holes and the fixing holes, which correspond to the anchor rods, and then penetrate into the stratum.
Compared with the prior art, the utility model has at least the following advantages:
1. by arranging the plurality of groups of supporting components, the fixing components and the anchor bolts, the utility model greatly reduces the occupied area and the use of reinforced concrete, reduces the damage to the original ecological environment, is particularly suitable for mountain points or narrow ridges in mountain areas which are not suitable for large-area excavation, and greatly increases the application range.
2. The utility model is provided with a plurality of groups of supporting components, fixing components and anchor bolts, and resists huge bending moment generated by the fan under the action of wind power by the dead weight of the structure and the supporting force provided by the anchor bolts, thereby fully exerting the vertical resistance of the deep foundation and the bearing capacity of the foundation.
3. According to the utility model, the supporting components are connected by adopting bolts, so that the stress of the structure is more uniform.
4. The utility model has simple structure, and facilitates a series of subsequent construction such as binding reinforcing steel bars, pouring and the like.
Drawings
FIG. 1 is a schematic diagram of the overall structure of the device of the present utility model;
FIG. 2 is a schematic view of the device of the present utility model assembled and disassembled;
FIG. 3 is a schematic representation of the structure of an anchor cage of the apparatus of the present utility model;
FIG. 4 is a schematic view of the structure of the support assembly of the apparatus of the present utility model;
FIG. 5 is a schematic view of the fixing assembly of the device of the present utility model.
In the figure: 1. an anchor bolt cage; 2. a support assembly; 3. a fixing assembly; 4. a connecting bolt; 5. a bolt; 11. an upper support table; 12. a lower support table; 13. an anchor bolt cage body; 21. an arc-shaped supporting plate; 22. a right-angle supporting seat; 211. a connecting block; 221. a first anchor hole; 222. a second anchor hole; 223. a third anchor hole; 31. a first fixing plate; 32. a second fixing plate; 33. a third fixing plate; 311. a first fixing hole; 312. a second fixing hole; 321. a third fixing hole; 322. a fourth fixing hole; 331. a fifth fixing hole; 332. and a sixth fixing hole.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Referring to fig. 1-5, a mountain land wind power fan foundation structure comprises an anchor bolt cage 1, support assemblies 2, fixing assemblies 3, connecting bolts 4 and anchor rods 5, wherein multiple groups of support assemblies 2 are annularly arranged on the outer side of the anchor bolt cage 1, the anchor bolt cage 1 is fixedly connected with the support assemblies 2, the fixing assemblies 3 are fixedly connected between two adjacent groups of support assemblies 2, and the anchor rods 5 penetrate through the fixing assemblies 3 and the support assemblies 2 and are inserted into a stratum to be anchored.
The anchor bolt cage 1 is of a cylindrical structure and comprises: go up supporting bench 11, lower supporting bench 12 and crab-bolt cage main part 13, go up supporting bench 11 and lie in the upper portion of crab-bolt cage main part 13, lower supporting bench 12 is located the lower part of crab-bolt cage main part 13, and supporting component 2 sets up in the crab-bolt cage main part 13 outside, supporting component 2 upper portion and last supporting bench 11 fixed connection, supporting component 2 lower part and lower supporting bench 12 fixed connection carry out spacingly to supporting component 2 through last supporting bench 11 and lower supporting bench 12.
Each set of support assemblies 2 comprises: arc backup pad 21, right angle supporting seat 22 includes the right angle backup pad that two symmetries interval set up, every right angle backup pad comprises a rectangular plate and a right angle trapezoidal board fixed connection, the rectangular plate level sets up, right angle trapezoidal board perpendicular to rectangular plate sets up, connected mode is the welding, arc backup pad 21 is vertical to be set up, right angle supporting seat 22 perpendicular to arc backup pad 21 sets up, the longer one end in right angle supporting seat 22 edge and the cambered surface fixed connection of arc backup pad 21 to the evagination, connected mode is the welding, two right angle backup pads use the cambered surface central line of arc backup pad 21 to set up as the center interval.
A plurality of anchor holes are distributed on the rectangular plates in the two right-angle support plates at equal intervals, in the embodiment, a first anchor hole 221, a second anchor hole 222 and a third anchor hole 223 are distributed on the rectangular plates in the two right-angle support plates at equal intervals, a plurality of groups of connecting holes are arranged on the right-angle trapezoidal plates in the two right-angle support plates at intervals along the horizontal direction, each group comprises a plurality of connecting holes which are arranged at intervals from top to bottom, the number of the connecting holes of each group sequentially increases from the short side to the long side of the right-angle trapezoidal plates, three connecting holes are formed in the positions, close to the long side, of the right-angle trapezoidal plates in the two right-angle support plates at equal intervals from top to bottom, one connecting hole is formed in the positions, close to the short side, of the right-angle trapezoidal plates at intervals from top to bottom, and two connecting holes are formed in the middle.
The arc backup pad 21, including connecting block 211, connecting block 211 is provided with two, two connecting blocks 211 are fixed connection respectively in arc backup pad 21 both ends upper portion, the outside of connecting block 211 aligns with arc backup pad 21 outside, the connected mode is the welding, arc backup pad 21 sets up in the crab-bolt cage 1 outside, arc backup pad 21 butt is between the last brace table 11 of crab-bolt cage 1 and lower brace table 12, fixed connection between two adjacent arc backup pads 21, the connected mode is the welding, after the connecting block 211 closely laminates on two adjacent arc backup pads 21, the through-hole on the connecting block 211 aligns, through connecting bolt 4 fixed connection, play the positioning role when welding to arc backup pad 21.
The fixing component 3 comprises a plurality of fixing plates, each fixing plate comprises an arc vertical plate and an arc-shaped hole opening plate, the arc-shaped hole opening plates are horizontally arranged, the arc vertical plates are perpendicular to the arc-shaped hole opening plates, the arc vertical plates are used for supporting right-angle trapezoid plates, the supporting component 2 is firmer, the arc-shaped hole opening plates are arranged on rectangular plates in the supporting component 2 and are used for connecting two adjacent right-angle supporting seats 22, the fixing plates are in one-to-one correspondence with a plurality of anchor holes, the two ends of each arc-shaped hole opening plate are respectively provided with a fixing hole connected with the anchor hole, the fixing holes penetrate into the anchor rods 5 after being connected with the anchor holes, in the embodiment, the fixing component 3 comprises a first fixing plate 31, a second fixing plate 32 and a third fixing plate 33, the first fixing plate 31 comprises an arc-shaped vertical plate and an arc-shaped hole opening plate I, the arc-shaped hole opening plate I is horizontally arranged, the arc-shaped vertical plate I is perpendicular to the arc-shaped hole opening plates and is fixedly connected with the arc-shaped hole opening plate I, the connection mode is welding, the two ends of the arc-shaped opening plate I in the first fixing plate 31 are respectively provided with a first fixing hole 311 and a second fixing hole 312, the second fixing plate 32 comprises an arc-shaped vertical plate II and an arc-shaped opening plate II, the arc-shaped opening plate II is horizontally arranged, the arc-shaped vertical plate II is perpendicular to the arc-shaped opening plate II and is fixedly connected with the arc-shaped vertical plate II, the connection mode is welding, the two ends of the arc-shaped opening plate in the second fixing plate 32 are respectively provided with a third fixing hole 321 and a fourth fixing hole 322, the third fixing plate 33 comprises an arc-shaped vertical plate III and an arc-shaped opening plate III, the arc-shaped vertical plate III is horizontally arranged and is fixedly connected with the arc-shaped opening plate III, the two ends of the arc-shaped opening plate in the third fixing plate 33 are respectively provided with a fifth fixing hole 331 and a sixth fixing hole 332, the first arc vertical plate is higher than the second arc vertical plate, the second arc vertical plate is higher than the third arc vertical plate, the third arc opening plate is longer than the second arc opening plate, and the second arc opening plate is longer than the first arc opening plate.
Further, each connecting hole in the two right-angle support plates in each group of right-angle support seats 22 corresponds to each other one by one, and after each connecting hole corresponds to each other one by one, the two support plates are connected by the connecting bolt 4, so that the stability of the right-angle support seats 22 is better, in other embodiments, each connecting bolt 4 is an arc bolt, and higher supporting force is provided for the circumference of the right-angle support seats 22.
Further, two adjacent right-angle supporting seats 22 are fixedly connected through the fixing component 3, the fixing component 3 is arranged at the upper part of the right-angle supporting seat 22, one end of the first fixing plate 31 is fixedly connected with one right-angle supporting seat 22, the other end of the first fixing plate 31 is fixedly connected with the other right-angle supporting seat 22, in the connecting process, the first anchoring hole 221 on one right-angle supporting plate corresponds to the second fixing hole 312 on the first fixing plate 31, the first anchoring hole 221 on the other right-angle supporting plate corresponds to the first fixing hole 311 on the first fixing plate 31, the second anchoring hole 222 on the right-angle supporting plate of one right-angle supporting plate corresponds to the fourth fixing hole 322 on the second fixing plate 32, the second anchoring hole 222 on the right-angle supporting plate of the other right-angle supporting plate corresponds to the third fixing hole 321 on the second fixing plate 32, the third anchoring hole 223 on the right-angle supporting plate of one right-angle supporting plate corresponds to the sixth fixing hole 332 on the third fixing plate 33, the third anchoring hole 223 on the right-angle supporting plate of the other right-angle supporting plate corresponds to the fifth fixing hole 33, and then the right-angle supporting plate is connected with the rest of the fixing component 3 through the fixing holes corresponding right-angle supporting seats respectively.
Further, after the anchor rods 5 penetrate through the anchor holes and the fixing holes which are respectively corresponding, the anchor rods penetrate into the stratum, so that the connection between two adjacent right-angle supporting seats 22 and the fixing assembly 3 is more stable, and sufficient supporting force is provided for the whole mountain wind power fan foundation structure, so that the fan is resisted to bend under strong wind, and the fan is prevented from toppling.
Further, by adopting the wind power fan foundation structure, the problems that the foundation type of the original block type expansion fan and raft type expansion fan is likely to influence a mountain due to larger excavation quantity of a foundation pit, the consumption of reinforced concrete of the foundation is large, the construction period is long and the like are solved, meanwhile, the excavation quantity of the foundation pit can be greatly reduced, and meanwhile, the consumption of the reinforced concrete is also reduced.
It will be evident to those skilled in the art that the utility model is not limited to the details of the foregoing illustrative embodiments, and that the present utility model may be embodied in other specific forms without departing from the spirit or essential characteristics thereof. The present embodiments are, therefore, to be considered in all respects as illustrative and not restrictive, the scope of the utility model being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present disclosure describes embodiments, not every embodiment is provided with a separate embodiment, and that this description is provided for clarity only, and that the disclosure is not limited to the embodiments described in detail below, and that the embodiments described in the examples may be combined as appropriate to form other embodiments that will be apparent to those skilled in the art.
Claims (8)
1. The utility model provides a mountain region wind-powered electricity generation fan foundation structure which characterized in that: the anchor bolt comprises an anchor bolt cage (1), support assemblies (2), fixing assemblies (3), connecting bolts (4) and anchor rods (5), wherein a plurality of groups of support assemblies (2) are annularly arranged outside the anchor bolt cage (1), the anchor bolt cage (1) is fixedly connected with the support assemblies (2), the fixing assemblies (3) are fixedly connected between two adjacent groups of support assemblies (2), and the anchor rods (5) penetrate through the fixing assemblies (3) and the support assemblies (2) and are inserted into a stratum to be anchored;
every group supporting component (2) include arc backup pad (21), right angle supporting seat (22) one end perpendicular to arc backup pad (21), right angle supporting seat (22) and arc backup pad (21) fixed connection, through fixed component (3) fixed connection between two adjacent groups right angle supporting seat (22), fixed component (3) set up on right angle supporting seat (22) upper portion, fixed component (3) include a plurality of fixed plates, and every fixed plate includes arc riser and arc aperture board, and arc aperture board level sets up, and arc riser perpendicular to arc aperture board sets up, fixed component (3) include first fixed plate (31), first fixed plate (31) one end and one of them right angle supporting seat (22) fixed connection, other end and another group right angle supporting seat (22) fixed connection.
2. A mountain wind turbine foundation structure as claimed in claim 1, wherein: the right-angle supporting seat (22) comprises two right-angle supporting plates which are symmetrically arranged at intervals, each right-angle supporting plate is formed by connecting a rectangular plate and a right-angle trapezoid plate, the rectangular plates in the right-angle supporting plates are horizontally arranged, the right-angle trapezoid plates are perpendicular to the rectangular plates and are located on the upper portions of the rectangular plates, multiple groups of anchor holes are distributed on the rectangular plates at equal intervals, and multiple groups of connecting holes are formed in the right-angle trapezoid plates at intervals along the horizontal direction.
3. A mountain wind turbine foundation structure as claimed in claim 2, wherein: each group of connecting holes comprises a plurality of connecting holes which are arranged from top to bottom at intervals, the number of each group of connecting holes is increased in sequence from the short side to the long side of the right-angle trapezoid plate, and the connecting holes on the two right-angle trapezoid plates in the same group are in one-to-one correspondence and are fixedly connected through connecting bolts (4).
4. A mountain wind turbine foundation structure as claimed in claim 2, wherein: the fixing plates are in one-to-one correspondence with the anchor holes, the fixing holes connected with the anchor holes are respectively formed in the two ends of each arc-shaped perforated plate, the fixing holes penetrate into the anchor rods (5) after being connected with the anchor holes, the fixing assembly (3) further comprises a second fixing plate (32) and a third fixing plate (33), the first fixing plate (31) comprises an arc-shaped vertical plate I and an arc-shaped perforated plate I, the arc-shaped perforated plate I is horizontally arranged, the arc-shaped vertical plate I is perpendicular to the arc-shaped perforated plate I and fixedly connected with the arc-shaped perforated plate I, the second fixing plate (32) comprises an arc-shaped vertical plate II and an arc-shaped perforated plate II, the arc-shaped vertical plate II is horizontally arranged and fixedly connected with the arc-shaped vertical plate II, the third fixing plate (33) comprises an arc-shaped vertical plate III and an arc-shaped perforated plate III, and the arc-shaped perforated plate III is horizontally arranged, and the arc-shaped vertical plate III is perpendicular to the arc-shaped perforated plate III and fixedly connected with the arc-shaped perforated plate III.
5. A mountain wind turbine foundation structure as claimed in claim 1, wherein: the anchor bolt cage (1) is of a cylindrical structure and comprises an upper supporting table (11), a lower supporting table (12) and an anchor bolt cage main body (13), wherein the upper supporting table (11) is located on the upper portion of the anchor bolt cage main body (13), the lower supporting table (12) is located on the lower portion of the anchor bolt cage main body (13), the supporting component (2) is arranged on the outer side of the anchor bolt cage main body (13), the upper portion of the supporting component (2) is fixedly connected with the upper supporting table (11), the lower portion of the supporting component (2) is fixedly connected with the lower supporting table (12), and the supporting component (2) is limited through the upper supporting table (11) and the lower supporting table (12).
6. The mountain wind turbine foundation structure of claim 4, wherein: the first arc vertical plate in the first fixing plate (31) is higher than the second arc vertical plate in the second fixing plate (32), the second arc vertical plate in the second fixing plate (32) is higher than the third arc vertical plate in the third fixing plate (33), the first arc opening plate in the first fixing plate (31) is longer than the second arc opening plate in the second fixing plate (32), and the second arc opening plate in the second fixing plate (32) is longer than the third arc opening plate in the third fixing plate (33).
7. The mountain wind turbine foundation structure of claim 5, wherein: the arc-shaped supporting plates (21) comprise connecting blocks (211), the arc-shaped supporting plates (21) are abutted between an upper supporting table (11) and a lower supporting table (12) of the anchor bolt cage (1), after the connecting blocks (211) on two adjacent arc-shaped supporting plates (21) are tightly attached, through holes on the connecting blocks (211) are aligned, and the connecting blocks are fixedly connected through connecting bolts (4).
8. The mountain wind turbine foundation structure of claim 6, wherein: the anchor rods (5) penetrate through the corresponding anchor holes and the corresponding fixing holes and then penetrate into the stratum.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321565263.8U CN220150369U (en) | 2023-06-19 | 2023-06-19 | Mountain region wind-powered electricity generation fan foundation structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321565263.8U CN220150369U (en) | 2023-06-19 | 2023-06-19 | Mountain region wind-powered electricity generation fan foundation structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220150369U true CN220150369U (en) | 2023-12-08 |
Family
ID=89009725
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321565263.8U Active CN220150369U (en) | 2023-06-19 | 2023-06-19 | Mountain region wind-powered electricity generation fan foundation structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220150369U (en) |
-
2023
- 2023-06-19 CN CN202321565263.8U patent/CN220150369U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN115230893B (en) | Floating foundation structure of steel pipe support-prestressed concrete | |
| CN111391987A (en) | Floating type fan equipment in medium-depth water area | |
| CN204906277U (en) | Photovoltaic module installing support suitable for foundation settlement ground place easily takes place | |
| CN202120929U (en) | Buoyancy type solar energy unit and buoyancy type solar energy device | |
| CN220150369U (en) | Mountain region wind-powered electricity generation fan foundation structure | |
| CN111593758A (en) | Transition section structure and suction type single-barrel fan connecting structure | |
| CN206376611U (en) | A kind of submarine cable high voltage iron tower of good damping effect | |
| CN215593948U (en) | Upper structure of offshore booster station | |
| CN212373618U (en) | Floating type fan equipment in medium-depth water area | |
| CN114215695A (en) | Combined wind turbine generator and offshore wind power system | |
| CN219118110U (en) | Offshore wind turbine foundation berthing component adopting opposite locking diagonal braces | |
| CN114215696A (en) | Combined wind turbine generator and offshore wind power system | |
| CN208430522U (en) | The blower foundation of steel truss structure | |
| CN214743837U (en) | Overhead assembled steel truss for urban pipeline | |
| CN203238652U (en) | Positioning structure for installing and grouting offshore wind turbine jacket foundation | |
| CN219431977U (en) | Stable tower for wind power generation | |
| CN220721349U (en) | Sea surface floating seat for wind-solar power generation | |
| CN216617762U (en) | Motor base for wind driven generator | |
| CN211737371U (en) | Assembly platform for prefabricated parts of fan tower | |
| CN215498808U (en) | Vertical string solar photovoltaic support | |
| CN220789688U (en) | Suction pile type jacket platform | |
| CN217783678U (en) | Large-megawatt wind turbine generator set foundation transverse pile structure and large-megawatt wind turbine generator set | |
| CN216241090U (en) | Firm basis of aerogenerator | |
| CN220653248U (en) | Space forked overhead photovoltaic fixing support | |
| JP6560282B2 (en) | Photovoltaic panel base, its construction method and laying method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |