CN212671995U - Prefabricated section of jurisdiction concatenation tower section of thick bamboo and contain its pylon - Google Patents
Prefabricated section of jurisdiction concatenation tower section of thick bamboo and contain its pylon Download PDFInfo
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- CN212671995U CN212671995U CN202021335475.3U CN202021335475U CN212671995U CN 212671995 U CN212671995 U CN 212671995U CN 202021335475 U CN202021335475 U CN 202021335475U CN 212671995 U CN212671995 U CN 212671995U
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- tower
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- 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
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- 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
-
- 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
- Y02P—CLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
- Y02P70/00—Climate change mitigation technologies in the production process for final industrial or consumer products
- Y02P70/50—Manufacturing or production processes characterised by the final manufactured product
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Abstract
The utility model discloses a prefabricated segment splicing tower cylinder and a tower comprising the same, wherein the prefabricated segment splicing tower cylinder is vertically connected by a plurality of sections of cylinder sections, the cylinder sections are connected by high-strength bolts in the vertical direction, each section of cylinder section is formed by splicing a plurality of segments in the circumferential direction, and the segments are connected by the high-strength bolts in the circumferential direction; the segment is a cambered surface body with thickness, the vertical projection of the segment is trapezoidal, the segment is provided with two inclined side faces and a fan-shaped top face and a fan-shaped bottom face, the area of the bottom face is larger than that of the top face, two adjacent segments are mutually inverted and connected, and the inclined side faces of the two adjacent segments are completely attached. The utility model discloses can reduce manufacturing, production, storage and the cost of transportation of pylon to effectively improve the construction and the maintenance efficiency of pylon.
Description
Technical Field
The utility model relates to a wind turbine generator system concrete tower section of thick bamboo and pylon field especially relate to a prefabricated section of thick bamboo of splicing tower section of thick bamboo and contain its pylon.
Background
The tower of the current wind turbine generator set mainly adopts a steel tower cylinder structure. With continuous innovation of wind power technology and continuous increase of the diameter and load of an impeller, the structural safety problem of a wind turbine tower is particularly outstanding. Along with the influence of factors in aspects such as the promotion of wind generating set unit capacity, transportation restriction and anticorrosion, the steel tower section of thick bamboo demonstrates that the maintenance degree of difficulty is big, the installation is inconvenient, the cost of manufacture is high, life weak point etc. simultaneously because the influence of external environment, the easy corruption appears, perhaps wind-force leads to the machine structure to appear tiredly, causes the accident of collapsing to take place.
Compared with a steel tower cylinder, the concrete tower cylinder has the advantages of low manufacturing cost, convenience in transportation of raw materials, wide sources, good corrosion resistance, high temperature resistance, fire resistance, stronger durability, extremely strong anti-seismic performance, low subsequent production and maintenance cost and the like, and the concrete tower cylinder or the concrete-steel mixed tower cylinder has good applicability and feasibility.
Although the safety performance of the concrete tower structure is obvious, the concrete tower is not widely applied and developed in the wind power industry due to the influence of factors such as industrial scale, economic benefit, especially technical development and maturity of the concrete tower. The traditional sectional or segmented precast concrete still has a series of problems of non-uniform design and manufacturing standards, large cast-in-place or material consumption, poor economic benefit, small industrial scale, narrow application range, high production, storage and transportation costs and the like.
Therefore, it is obvious that the above-mentioned existing wind turbine tower frame still has inconvenience and defects in structure and use, and further improvement is needed. How to create a new prefabricated segment splicing tower cylinder and a tower frame comprising the same, and belongs to one of the current important research and development subjects.
SUMMERY OF THE UTILITY MODEL
The to-be-solved technical problem of the utility model is to provide a prefabricated section of jurisdiction concatenation tower section of thick bamboo makes its manufacturing, production, storage and the cost of transportation that can reduce a tower section of thick bamboo to effectively improve the construction and the maintenance efficiency of pylon, thereby overcome the not enough of a current tower section of thick bamboo.
In order to solve the technical problem, the utility model provides a prefabricated segment splicing tower cylinder, a plurality of segments of cylinder sections are vertically connected, the cylinder sections are connected by high-strength bolts in the vertical direction, each segment of cylinder section is formed by splicing a plurality of segments of pipe in the circumferential direction, and the segments of pipe are connected by high-strength bolts in the circumferential direction;
the segment is a cambered surface body with thickness, the vertical projection of the segment is trapezoidal, the segment is provided with two inclined side faces and a fan-shaped top face and a fan-shaped bottom face, the area of the bottom face is larger than that of the top face, two adjacent segments are mutually inverted and connected, and the inclined side faces of the two adjacent segments are completely attached.
As an improvement of the utility model, be equipped with the hoop connecting hole on the section of jurisdiction, high strength bolt passes the hoop connecting hole and links into the shell ring with each section of jurisdiction, be equipped with the axial connecting hole on the section of jurisdiction, high strength bolt passes the axial connecting hole and links into a tower section of thick bamboo with each shell ring.
Furthermore, waterproof rubber pads are arranged on the contact surfaces of the pipe piece and the shell ring, which are connected and attached, and the contact surfaces of the pipe piece and the shell ring.
Further, the duct piece is of a reinforced concrete structure.
Furthermore, the utility model also provides a pylon makes its manufacturing, production, storage and the cost of transportation that can effectively reduce the pylon to effectively improve the construction and the maintenance efficiency of pylon, thereby overcome the not enough of current wind turbine generator system pylon.
For solving the technical problem, the utility model provides a pylon contains foretell prefabricated section of jurisdiction concatenation tower section of thick bamboo, still includes bottom of the tower changeover portion, top of the tower changeover portion and top of the tower metal section, wherein:
the tower bottom transition section is connected below the tower barrel through a high-strength bolt, and the tower bottom transition section is connected with the foundation through an internal embedded bolt;
the tower top transition section is connected to the tower barrel through a high-strength bolt, and the bolt is embedded in the tower top transition section;
the top metal section is in a hollow conical shape, is connected with the embedded bolt of the top transition section and is positioned above the top transition section.
Further, the tower bottom transition section and the tower top transition section are of reinforced concrete structures
Furthermore, the foundation is of a reinforced concrete structure, the bottom of the tower bottom transition section is embedded into the foundation and is connected with a construction platform in the foundation through embedded bolts, and a space allowing personnel to enter into the construction is reserved below the construction platform.
Furthermore, waterproof rubber pads are arranged between the contact surfaces of the foundation and the tower bottom transition section, between the contact surfaces of the tower bottom transition section and the tower barrel and between the contact surfaces of the tower barrel and the tower top transition section.
Further, the strength grade of the high-strength bolt and the embedded bolt is higher than 10.9.
After adopting such design, the utility model discloses following advantage has at least:
1. the splicing of the duct pieces and the field installation organization form are flexible, the splicing process of the duct pieces can be finished in a production enterprise, can also be finished in a wind power plant, and can also be simultaneously performed with the pouring and solidification of a foundation, a plurality of sections can also be assembled into a tower section, and the existing resources are fully utilized and mobilized by coordinating the coordinated operation and hoisting of cranes with different tonnages, so that the construction period and the construction cost of the wind power plant are obviously reduced;
2. the tower is formed by splicing the duct pieces serving as structural units, so that the uniformity of the manufacturing standard of the tower can be well realized, and the standardized production of the duct pieces is realized, thereby remarkably reducing the manufacturing and production cost of the tower;
3. the duct piece is connected with the embedded bolt by adopting a high-strength bolt, and the corresponding bolt, nut, gasket and embedded part have mature supply chain foundation, can be directly produced in batches according to the existing standard and specification or purchased in batches, and is favorable for cost control;
4. the tower barrel is of a reinforced concrete structure, so that the safety and reliability are high, the anti-seismic performance is good, and the operation and maintenance cost is low.
Drawings
The foregoing is only an overview of the technical solutions of the present invention, and in order to make the technical means of the present invention more clear, the present invention will be further described in detail with reference to the accompanying drawings and the detailed description.
Fig. 1 is the utility model provides a wind turbine generator system prefabricated section of jurisdiction concatenation pylon's structural schematic.
FIG. 2 is a schematic view of the tower bottom transition section in conjunction with the foundation.
FIG. 3 is a schematic structural view of a shell section;
FIG. 4 is a schematic view of the construction of a tube sheet;
FIG. 5 is a schematic view of the junction of the overhead transition section with the overhead metal section;
FIG. 6 is a schematic structural view of a high strength bolt assembly;
fig. 7 is a schematic structural view of the embedded bolt assembly.
Description of reference numerals: 1-a base; 2-tower bottom transition section; 3, a tower barrel; 4-a tower top transition section; 5-a top metal section; 6-a tower door; 7-construction of a platform; 8-embedding bolts; 9-high strength bolts; 10-a duct piece; 11-circumferential connecting holes; 12-axial connection hole; 13-waterproof rubber mat; 14-bottom flange; 15-a conical cylinder; 16-a top flange; 17-a nut; 18-a gasket; 19-embedded part.
Detailed Description
Referring to fig. 1, the utility model provides a tower, including tower bottom changeover portion 2, tower section of thick bamboo 3, top of the tower changeover portion 4 and top of the tower metal section 5, supreme vertical arrangement constitutes the tower from down in proper order of tower bottom changeover portion 2, tower section of thick bamboo 3, top of the tower changeover portion 4 and top of the tower metal section 5, tower bottom changeover portion 2 installs on basis 1.
Referring to fig. 2, the tower bottom transition section 2 is internally provided with embedded bolts 8, the foundation 1 is internally provided with a construction platform 7 connected with the embedded bolts 8, the tower bottom transition section 2 is embedded in the foundation 1 and connected with the construction platform 7 through the embedded bolts 8, a space for workers to enter is arranged below the construction platform 7, and the embedded bolts 8 are conveniently fastened below the construction platform 7 by the workers.
Preferably, a tower barrel door 6 is arranged on the tower bottom transition section 2.
Referring to fig. 3 and 4, the tower 3 is formed by vertically connecting a plurality of cylindrical sections, the cylindrical sections are in an annular column shape, the cylindrical sections are vertically connected through high-strength bolts 9, each cylindrical section is formed by circumferentially splicing a plurality of segments 10, and the segments 10 are circumferentially connected through the high-strength bolts 9. In this embodiment, six duct pieces 10 with the same shape and size are circumferentially spliced to form a cylindrical shell section, a single duct piece 10 is an arc-shaped body, the vertical projection of the duct piece 10 is trapezoidal, so that the duct piece has two inclined side surfaces, a fan-shaped top surface and a fan-shaped bottom surface, and the area of the bottom surface is larger than that of the top surface. Two adjacent segments 10 are inverted and connected with each other, so that the inclined side surfaces of the two segments 10 are just completely attached to form a complete shell ring. Be equipped with hoop connecting hole 11 on the section of jurisdiction 10, high strength bolt 9 passes hoop connecting hole 11 and realizes the hoop concatenation of section of jurisdiction 10. The duct piece 10 is further provided with axial connecting holes 12, and the high-strength bolts 9 penetrate through the axial connecting holes 12 to achieve vertical splicing among the tube sections.
Preferably, a waterproof rubber pad 13 is arranged between the contact surfaces of the duct pieces 10 to play a role in waterproofing and deformation buffering. Similarly, waterproof rubber pads 13 are arranged on the contact surface between the shell rings, the contact surface between the tower bottom transition section and the foundation, the contact surface between the tower bottom transition section and the tower barrel, and the contact surface between the tower top transition section and the tower barrel.
Referring to fig. 5, the tower top transition section 4 is located above the tower drum 3, the tower top transition section 4 is connected with the tower drum 3 through high-strength bolts 9, embedded bolts 8 are arranged inside the tower top transition section 4, and the tower top metal section 5 is installed above the tower top transition section 4 through the embedded bolts 8. The tower top metal section 5 comprises a bottom flange 14, a conical cylinder 15 and a top flange 16, the conical cylinder 15 is axially welded between the bottom flange 14 and the top flange 16, and the embedded bolts 8 penetrate through bolt holes of the bottom flange 14 and then are fastened to achieve installation of the tower top metal section 5. The top flange 16 is used for connecting the wind turbine main unit and the wind wheel.
Referring to fig. 6 and 7, the high-strength bolts 9, the nuts 17 and the spacers 18 together complete the splicing of the tower, and the high-strength bolts 9 are completely arc-shaped to match the annular connection of the segments. The bottom of the embedded bolt 8 penetrates through an embedded part 19 to be embedded in the tower bottom transition section 2 or the tower top transition section 5.
Preferably, the strength grade of the high-strength bolts 9 and the embedded bolts 8 is higher than 10.9.
The utility model provides a when the tower is under erection operation, concrete erection step is:
a. excavating foundation earthwork at a site of a wind power plant unit, prefabricating a reinforcing mesh and pouring concrete, backfilling the earthwork and the like to finish reinforced concrete pouring construction;
b. hoisting the tower bottom transition section, connecting the tower bottom transition section with the foundation through the embedded bolts and fastening the embedded bolts;
c. assembling the segments prefabricated in a factory into a shell ring;
d. a plurality of cylinder sections are assembled into tower cylinder sections, and each tower cylinder section is assembled by the same or different numbers of cylinder sections;
e. hoisting each tower barrel section by correspondingly using cranes of different tonnages in a coordinated manner according to the weight of each tower barrel section, and assembling the tower barrel sections together to form a tower barrel;
f. hoisting the tower top transition section, connecting the tower top transition with the tower barrel through high-strength bolts, and fastening the high-strength bolts;
g. and hoisting the tower top metal section, and fastening the embedded bolts by penetrating the embedded bolts through bolt holes of flanges at the bottom of the tower top metal section.
It should be noted that, the step c in the installation and construction steps can be flexibly adjusted according to the field construction conditions, and the shell ring assembling process in the step c can be completed in a factory or can be performed simultaneously with the step a on the field. Meanwhile, the weight and the number of the tower barrel sections in the step d and the step e can be flexibly adjusted according to the configuration of the site crane, and the aim is to reasonably arrange all tonnage cranes to finish hoisting in a coordinated mode, reduce the idle of personnel and machinery and improve the construction efficiency.
The above description is only for the preferred embodiment of the present invention, and not intended to limit the present invention in any way, and those skilled in the art can make various modifications, equivalent changes and modifications using the above-described technical content, all of which fall within the scope of the present invention.
Claims (9)
1. A prefabricated segment spliced tower barrel is characterized in that a plurality of segments of barrel sections are vertically connected, the barrel sections are connected in the vertical direction through high-strength bolts, each segment of barrel section is formed by circumferentially splicing a plurality of segments, and the segments are connected in the circumferential direction through the high-strength bolts;
the segment is a cambered surface body with thickness, the vertical projection of the segment is trapezoidal, the segment is provided with two inclined side faces and a fan-shaped top face and a fan-shaped bottom face, the area of the bottom face is larger than that of the top face, two adjacent segments are mutually inverted and connected, and the inclined side faces of the two adjacent segments are completely attached.
2. The prefabricated segment splicing tower cylinder as claimed in claim 1, wherein annular connecting holes are formed in the segments, high-strength bolts penetrate through the annular connecting holes to connect the segments into the cylinder sections, axial connecting holes are formed in the segments, and the high-strength bolts penetrate through the axial connecting holes to connect the cylinder sections into the tower cylinder.
3. The prefabricated segment splicing tower cylinder as claimed in claim 1, wherein waterproof rubber pads are arranged on contact surfaces where segments are connected and attached and contact surfaces where cylinder sections are connected.
4. The prefabricated segment spliced tower of claim 1, wherein the segments are of reinforced concrete construction.
5. A tower comprising the prefabricated segmented tower as claimed in any one of claims 1 to 4, further comprising a tower bottom transition section, a tower top transition section and a tower top metal section, wherein:
the tower bottom transition section is connected below the tower barrel through a high-strength bolt, and the tower bottom transition section is connected with the foundation through an internal embedded bolt;
the tower top transition section is connected to the tower barrel through a high-strength bolt, and the bolt is embedded in the tower top transition section;
the top metal section is in a hollow conical shape, is connected with the embedded bolt of the top transition section and is positioned above the top transition section.
6. A tower in accordance with claim 5 wherein said tower bottom transition and tower top transition are of reinforced concrete construction.
7. The tower of claim 5, wherein the foundation is a reinforced concrete structure, the bottom of the tower bottom transition section is embedded in the foundation and connected with a construction platform in the foundation through embedded bolts, and a space allowing personnel to enter into the construction is reserved below the construction platform.
8. The tower of claim 5, wherein waterproof rubber gaskets are arranged between the contact surfaces of the foundation and the tower bottom transition section, between the contact surfaces of the tower bottom transition section and the tower drum and between the contact surfaces of the tower drum and the tower top transition section.
9. A tower in accordance with claim 5, wherein said high strength bolts and said embedded bolts are of a strength grade higher than 10.9.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021335475.3U CN212671995U (en) | 2020-07-09 | 2020-07-09 | Prefabricated section of jurisdiction concatenation tower section of thick bamboo and contain its pylon |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021335475.3U CN212671995U (en) | 2020-07-09 | 2020-07-09 | Prefabricated section of jurisdiction concatenation tower section of thick bamboo and contain its pylon |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212671995U true CN212671995U (en) | 2021-03-09 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021335475.3U Expired - Fee Related CN212671995U (en) | 2020-07-09 | 2020-07-09 | Prefabricated section of jurisdiction concatenation tower section of thick bamboo and contain its pylon |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212671995U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113187668A (en) * | 2021-03-31 | 2021-07-30 | 上海璟翃实业有限公司 | Equipment hoisting and grouting installation method for wind power generation mixed tower |
| WO2024069026A1 (en) * | 2022-09-26 | 2024-04-04 | Ingeniería Zero, S.L. | Hybrid tower with prefabricated self-supporting elements and assembly method |
-
2020
- 2020-07-09 CN CN202021335475.3U patent/CN212671995U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113187668A (en) * | 2021-03-31 | 2021-07-30 | 上海璟翃实业有限公司 | Equipment hoisting and grouting installation method for wind power generation mixed tower |
| CN113187668B (en) * | 2021-03-31 | 2022-06-10 | 上海璟翃实业有限公司 | Equipment hoisting and grouting installation method for wind power generation mixed tower |
| WO2024069026A1 (en) * | 2022-09-26 | 2024-04-04 | Ingeniería Zero, S.L. | Hybrid tower with prefabricated self-supporting elements and assembly method |
| ES2966549A1 (en) * | 2022-09-26 | 2024-04-22 | Ingenieria Zero S L | Hybrid tower with prefabricated self-sustaining elements (Machine-translation by Google Translate, not legally binding) |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210309 Termination date: 20210709 |
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| CF01 | Termination of patent right due to non-payment of annual fee |