CN201778964U - Liftable wind power generator tower attached to buildings - Google Patents
Liftable wind power generator tower attached to buildings Download PDFInfo
- Publication number
- CN201778964U CN201778964U CN2010202680223U CN201020268022U CN201778964U CN 201778964 U CN201778964 U CN 201778964U CN 2010202680223 U CN2010202680223 U CN 2010202680223U CN 201020268022 U CN201020268022 U CN 201020268022U CN 201778964 U CN201778964 U CN 201778964U
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- CN
- China
- Prior art keywords
- tubing string
- sleeve pipe
- construction
- tubular element
- structures
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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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
- Y02B—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
- Y02B10/00—Integration of renewable energy sources in buildings
- Y02B10/30—Wind power
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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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- Wind Motors (AREA)
Abstract
The utility model relates to the field of wind power generator installation, in particular to a liftable wind power generator tower attached to buildings, which comprises a bushing (1), a bushing support (2), a tubular column (3), a tubular column foundation (4) and a wind power generator (5), wherein the bushing (1) is fixed onto the building by the aid of the bushing support (2). The liftable wind power generator tower is characterized in that the tubular column (3) in a sectional structure can be sleeved on the inner side of the bushing (1) in a penetrating manner and restricted by the bushing (1), and the wind power generator (5) is fixed to the top of the tubular column (3). The liftable wind power generator tower can be arranged on various buildings, and is extremely convenient for assembly, disassembly, storage and transportation.
Description
Technical field
The utility model relates to the mounting structure field that is used for wind-driven generator, is specially a kind of lifting wind-driven generator tower frame that is attached to construction of structures.
Background technique
In power supply not enough or need utilize during away from electrical network wind-power electricity generation for construction of structures and near facility the electric power that cleans low-carbon (LC) is provided.Because existing wind-power electricity generation pylon structure weight is big, setting height(from bottom) is big, and its making, transportation, installation and wind power plant are installed needs large-scale haulage vehicle boats and ships, large scale hoisting machinery, and construction equipment machine-team occupancy expenses is very high; Wind power plant is installed in the pylon top, if run into than major break down, the maintainer will ascend a height to the pylon top or need large scale hoisting machinery to unload; And run into extremely unfavorable weather conditions, also need large scale hoisting machinery that it is unloaded; Be unfavorable for the popularization of this cleaning low-carbon (LC) of the wind-power electricity generation energy.
The model utility content
In order to overcome the defective of prior art, the pylon of a kind of easy for installation, sound construction, convenient maintenance is provided, the utility model discloses a kind of lifting wind-driven generator tower frame that is attached to construction of structures.
The utility model reaches goal of the invention by following technical solution:
A kind of lifting wind-driven generator tower frame that is attached to construction of structures comprises sleeve pipe, casing support, tubing string, tubing string buttress and wind-driven generator, sleeve pipe is fixed on construction by casing support and builds, it is characterized in that: tubing string is placed in the inboard of sleeve pipe and retrained by sleeve pipe, tubing string is the merogenesis structure, the roof anchorage wind-driven generator of tubing string
The top of sleeve pipe and bottom are respectively equipped with sleeve pipe bottom structure node and sleeve pipe roof construction node,
Casing support comprises 1～3 lower end casing support and 1～3 upper sleeve portion support, one end of lower end casing support is fixed in that construction is built and the other end links to each other with sleeve pipe bottom structure node, one end of upper sleeve portion support is fixed in that construction is built and the other end is connected with sleeve pipe roof construction node
The bottom surface of tubing string buttress is fixed on construction of structures or the ground and is vertical with the medial axis of sleeve pipe, and the center of tubing string buttress is on the medial axis of sleeve pipe,
Tubing string is the merogenesis structure, form by the joint splicing by tubular element, the tubular element of below one joint is fixed on the tubing string buttress and is vertical with the bottom surface of tubing string buttress, be fixedly connected sequentially between the tubular element of Ge Jie up and down and connect into the tubing string of holistic bottom surface perpendicular to the tubing string buttress, the roof anchorage wind-driven generator of tubing string.
Adopt screwed connection, elasticity bayonet lock to connect between the tubular element or the connection of interior side flange.
Snap ring was strengthened outside the joint can be adopted between the tubular element on cannula tip.
Hawser can be set reinforce tubing string, the outer snap ring of joint between the end connecting tube pole unit of hawser, the other end of hawser is connected in construction of structures or ground.
When the utility model is installed,
Lower end casing support and upper sleeve portion support at first are set in construction of structures.
Then mounting sleeve is connected sleeve pipe bottom structure node with the lower end casing support, and sleeve pipe roof construction node is connected with the upper sleeve portion support.
First segment tubular element and support are installed then, the first segment tubular element is passed sleeve pipe from bottom to top, and its top is placed on the cannula tip, at first segment tubular element top mounting base.
Wind-driven generator then is installed, wind-driven generator is mounted on the support on first segment tubular element top.
Carry out tubing string then and promote operation, the first segment tubular element is upwards promoted, insert the second pipe joint pole unit between first segment tubular element and tubing string buttress, the connection between the tubular element can adopt screwed connection, elasticity bayonet lock to connect or interior side flange connects.So repeat, the tubular element of more piece is spliced into holistic tubing string perpendicular to the tubing string buttress, and the wind-driven generator that promotes capital is installed thereby finish lifting of the present utility model to the height that requires.
Then reinforce tubing string, the joint between the tubular element is raised and is higher than after the cannula tip, can adopt outer snap ring to connect to play reinforcement effect as setting up the outside.Hawser or strut can be set as required reinforce tubing string, the outer snap ring of joint between the end connecting tube pole unit of hawser or strut, the other end is connected in construction of structures or ground.
When the utility model is fallen operation,
Remove the outer snap ring of joint between hawser or strut and the tubular element earlier, and remove the connection between the below and its this 2-section pipe pole unit of top tubing string is divided into two-part up and down, top is mentioned, remove and remove with being about to the tubular element of below, then remaining tubing string is put down, so just removed one joint unit, below of tubing string, repeated above-mentioned steps, until the remaining original first segment tubular element of installing.
Remove wind-force then and carry out generator, support and first segment tubular element.
Remove sleeve pipe, casing support and tubing string buttress at last.
The utlity model has following beneficial effect:
In power supply not enough or can utilize during away from electrical network wind-power electricity generation for construction of structures and near facility the electric power that cleans low-carbon (LC) is provided.
2. wind-driven generator can be installed and rise pylon in the time of need utilizing wind-force to generate electricity, can fall pylon when maybe needing to overhaul when not needing wind-power electricity generation and unload wind-driven generator.
3. can be arranged in the construction of structures of Plain, plateau, mountain area, island landform, and on the roof of city, the installation of small-sized wind power generator pylon promotes and falls dismounting and can utilize 2 manually to carry out operation, does not need large-scale facility.
4. the component of the node component of pylon and wind-driven generator can be collected in the construction of structures after dismounting.
Description of drawings
Fig. 1 is a plan view of the present utility model;
Casing support schematic representation when Fig. 2 is the utility model installation;
Casing support and sleeve pipe schematic representation when Fig. 3 is the utility model installation;
First segment tubular element and sleeve pipe schematic representation when Fig. 4 is the utility model installation;
Fig. 5 is that the utility model is installed the wind-driven generator schematic representation on the first segment tubular element;
Fig. 6 is the schematic representation that the utility model prepares to install the second pipe joint pole unit;
Fig. 7 is that the utility model has been installed the 4th pipe joint pole unit schematic representation afterwards.
Embodiment
Below further specify the utility model by specific embodiment.
Embodiment 1
A kind of lifting wind-driven generator tower frame that is attached to construction of structures comprises sleeve pipe 1, casing support 2, tubing string 3, tubing string buttress 4 and wind-driven generator 5, and as shown in Figure 1, concrete structure is:
Sleeve pipe 1 is the steel pipe of outer diameter 132mm, inner diameter 102mm, length 1.9m, and the top of sleeve pipe 1 and bottom are respectively equipped with sleeve pipe bottom structure node 11 and sleeve pipe roof construction node 12.
Casing support 2 comprises 1 lower end casing support 21 and 2 upper sleeve portion supports 22.Lower end casing support 21 is the steel pipe of outer diameter 100mm, inner diameter 80mm, length 0.1m, and the one end is fixed in the construction of structures and the other end links to each other with sleeve pipe bottom structure node 11; Upper sleeve portion support 22 is the steel pipe of outer diameter 100mm, inner diameter 80mm, length 2.30m, and the one end is fixed in the construction of structures and the other end is connected with sleeve pipe roof construction node 12.
The base of tubing string buttress 4 is the steel plate of diameter 400mm, high 70mm, the steel pipe of its top welding outer diameter 140mm, inner diameter 110mm, high 70mm.The bottom surface of tubing string buttress 4 is fixed in ground or the construction of structures and is vertical with the medial axis of sleeve pipe 1, and the center of tubing string buttress 4 is on the medial axis of sleeve pipe 1, the top of tubing string buttress 4 far from the center at the bottom of sleeve pipe 1 2.16m.
The cross section of tubing string 3 is the steel pipe of outer diameter 100mm, inner diameter 80mm.Tubing string 3 is the merogenesis structure, form by the joint splicing by tubular element 31, highest point one pipe joint pole unit 31 long 2.2m wherein, other 3 pipe joint pole units 31 long 2m, the tubular element 31 of below one joint is fixed on the tubing string buttress 4 and is vertical with the bottom surface of tubing string buttress 4, be fixedly connected sequentially between the tubular element 31 of Ge Jie up and down and connect into the tubing string 3 of holistic bottom surface perpendicular to tubing string buttress 4, the roof anchorage support 32 of tubing string 3 is installed wind-driven generator 5 on the support 32.
Adopt taper bolt to be connected between the tubular element 31 with nut.
The utility model is installed when promoting operation,
1 lower end casing support 21 and 2 upper sleeve portion supports 22 at first are set, as shown in Figure 2 in construction of structures.
Then as shown in Figure 3, mounting sleeve 1 is connected sleeve pipe bottom structure node 11 with lower end casing support 21, sleeve pipe roof construction node 12 is connected with upper sleeve portion support 22.
Then as shown in Figure 4, first segment tubular element 31 and support 32 are installed, first segment tubular element 31 are passed sleeve pipe from bottom to top, and its top is placed on the cannula tip, at first segment tubular element top mounting base 32.
Then as shown in Figure 5, wind-driven generator 5 is installed, wind-driven generator 5 is mounted on the support on first segment tubular element top 32.
Carry out tubing string then and promote operation, as shown in Figure 6, first segment tubular element 31 is upwards promoted, insert the second pipe joint pole unit 31 between first segment tubular element and tubing string buttress 4, the connection between the tubular element 31 can be adopted screwed connection.So repeat, as shown in Figure 7,4 tubular elements that save are spliced into holistic tubing string 3 perpendicular to tubing string buttress 4, and the wind-driven generator 5 that promotes capital is installed thereby finish lifting of the present utility model to the height that requires.
The utility model is fallen when removing operation,
Remove the connection between the below and its this 2-section pipe pole unit 31 of top tubing string 3 is divided into two-part up and down, top is mentioned, remove and remove with being about to the tubular element 31 of below, then remaining tubing string 3 is put down, so just removed one joint unit, below of tubing string 3, repeat above-mentioned steps, until the remaining original first segment tubular element of installing 31.
Remove wind-force then and carry out generator, support and first segment tubular element 31.
Remove sleeve pipe 1, casing support 2 and tubing string buttress 4 at last.
Embodiment 2
A kind of lifting wind-driven generator tower frame that is attached to construction of structures comprises sleeve pipe 1, casing support 2, tubing string 3, tubing string buttress 4 and wind-driven generator 5, and as shown in Figure 1, concrete structure is:
Sleeve pipe 1 is the steel pipe of outer diameter 132mm, inner diameter 102mm, length 1.9m, and the top of sleeve pipe 1 and bottom are respectively equipped with sleeve pipe bottom structure node 11 and sleeve pipe roof construction node 12.
Casing support 2 comprises 1 lower end casing support 21 and 2 upper sleeve portion supports 22.Lower end casing support 21 is the steel pipe of outer diameter 100mm, inner diameter 80mm, length 0.3m, and the one end is fixed in the construction of structures and the other end links to each other with sleeve pipe bottom structure node 11; Upper sleeve portion support 22 is the steel pipe of outer diameter 100mm, inner diameter 80mm, length 0.8m, and the one end is fixed in the construction of structures and the other end is connected with sleeve pipe roof construction node 12.
The base of tubing string buttress 4 is the steel plate of diameter 400mm, high 70mm, the steel pipe of its top welding outer diameter 140mm, inner diameter 110mm, high 70mm.The bottom surface of tubing string buttress 4 is fixed in ground or the construction of structures and is vertical with the medial axis of sleeve pipe 1, and the center of tubing string buttress 4 is on the medial axis of sleeve pipe 1, the top of tubing string buttress 4 far from the center at the bottom of sleeve pipe 1 2.16m.
The cross section of tubing string 3 is the steel pipe of outer diameter 100mm, inner diameter 80mm.Tubing string 3 is the merogenesis structure, form by the joint splicing by tubular element 31, highest point one pipe joint pole unit 31 long 2.2m wherein, other 5 pipe joint pole units 31 long 2m, the tubular element 31 of below one joint is fixed on the tubing string buttress 4 and is vertical with the bottom surface of tubing string buttress 4, be fixedly connected sequentially between the tubular element 31 of Ge Jie up and down and connect into the tubing string 3 of holistic bottom surface perpendicular to tubing string buttress 4, the roof anchorage support 32 of tubing string 3 is installed wind-driven generator 5 on the support 32.
Adopt taper bolt to be connected between the tubular element 31 with nut.
Hawser or strut 6 reinforcing tubing strings 3 are set, the outer snap ring 33 of joint between the end connecting tube pole unit 31 of hawser or strut 6, the other end of hawser or strut 6 is connected in construction of structures or ground.
The utility model is installed when promoting operation,
1 lower end casing support 21 and 2 upper sleeve portion supports 22 at first are set, as shown in Figure 2 in construction of structures.
Then as shown in Figure 3, mounting sleeve 1 is connected sleeve pipe bottom structure node 11 with lower end casing support 21, sleeve pipe roof construction node 12 is connected with upper sleeve portion support 22.
Then as shown in Figure 4, first segment tubular element 31 and support 32 are installed, first segment tubular element 31 are passed sleeve pipe from bottom to top, and its top is placed on the cannula tip, at first segment tubular element top mounting base 32.
Then as shown in Figure 5, wind-driven generator 5 is installed, wind-driven generator 5 is mounted on the support on first segment tubular element top 32.
Carry out tubing string then and promote operation, as shown in Figure 6, first segment tubular element 31 is upwards promoted, insert the second pipe joint pole unit 31 between first segment tubular element and tubing string buttress 4, the connection between the tubular element 31 can be adopted screwed connection.So repeat, 6 tubular elements that save are spliced into holistic tubing string 3 perpendicular to tubing string buttress 4, and the wind-driven generator 5 that promotes capital is installed thereby finish lifting of the present utility model to the height that requires.
Carry out can reinforcing tubing string 3 when tubing string promotes operation, the joint between the tubular element 31 is raised and is higher than after sleeve pipe 1 top, adopts outer snap ring 33 to connect to play reinforcement effect as setting up the outside.
Hawser or strut 6 reinforcing tubing strings 3 are set, the outer snap ring 33 of joint between the end connecting tube pole unit of hawser or strut 6, the other end is connected in construction of structures or ground.
The utility model is fallen when removing operation,
At first remove hawser or strut 6 and outer snap ring 33, remove the connection between the below and its this 2-section pipe pole unit 31 of top then tubing string 3 is divided into two-part up and down, top is mentioned, remove and remove with being about to the tubular element 31 of below, then remaining tubing string 3 is put down, so just removed one joint unit, below of tubing string 3, repeated above-mentioned steps, until the remaining original first segment tubular element of installing 31.
Remove wind-force then and carry out generator, support and first segment tubular element 31.
Remove sleeve pipe 1, casing support 2 and tubing string buttress 4 at last.
Claims (4)
1. a lifting wind-driven generator tower frame that is attached to construction of structures comprises sleeve pipe (1), casing support (2), tubing string (3), tubing string buttress (4) and wind-driven generator (5), sleeve pipe (1) is fixed in the construction of structures by casing support (2), it is characterized in that: tubing string (3) is placed in the inboard of sleeve pipe (1) and is subjected to sleeve pipe (1) constraint, tubing string (3) is the merogenesis structure, the roof anchorage wind-driven generator (5) of tubing string (3)
The top of sleeve pipe (1) and bottom are respectively equipped with sleeve pipe bottom structure node (11) and sleeve pipe roof construction node (12),
Casing support (2) comprises 1～3 lower end casing support (21) and 1～3 upper sleeve portion support (22), one end of lower end casing support (21) is fixed in the construction of structures and the other end links to each other with sleeve pipe bottom structure node (11), one end of upper sleeve portion support (22) is fixed in the construction of structures and the other end is connected with sleeve pipe roof construction node (12)
The bottom surface of tubing string buttress (4) is fixed on construction of structures or the ground and is vertical with the medial axis of sleeve pipe (1), and the center of tubing string buttress (4) is on the medial axis of sleeve pipe (1),
Tubing string (3) is the merogenesis structure, form by the joint splicing by tubular element (31), the tubular element (31) of below one joint is fixed on that tubing string buttress (4) is gone up and is vertical with the bottom surface of tubing string buttress (4), be fixedly connected sequentially between the tubular element of Ge Jie (31) up and down and connect into the tubing string (3) of holistic bottom surface perpendicular to tubing string buttress (4), the roof anchorage support (32) of tubing string (3), support (32) are gone up wind-driven generator (5) are installed.
2. the lifting wind-driven generator tower frame that is attached to construction of structures as claimed in claim 1 is characterized in that: adopt screwed connection, elasticity bayonet lock to connect between the tubular element (31) or the connection of interior side flange.
3. the lifting wind-driven generator tower frame that is attached to construction of structures as claimed in claim 1 or 2 is characterized in that: snap ring (33) outside adopt the joint between the tubular element (31) of sleeve pipe (1) more than the top.
4. the lifting wind-driven generator tower frame that is attached to construction of structures as claimed in claim 3, it is characterized in that: also comprise hawser (6), the outer snap ring (33) of joint between the one end connecting tube pole unit of hawser (6), the other end of hawser (6) is connected in car body or ground.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202680223U CN201778964U (en) | 2010-07-22 | 2010-07-22 | Liftable wind power generator tower attached to buildings |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202680223U CN201778964U (en) | 2010-07-22 | 2010-07-22 | Liftable wind power generator tower attached to buildings |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201778964U true CN201778964U (en) | 2011-03-30 |
Family
ID=43792176
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010202680223U Expired - Fee Related CN201778964U (en) | 2010-07-22 | 2010-07-22 | Liftable wind power generator tower attached to buildings |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201778964U (en) |
-
2010
- 2010-07-22 CN CN2010202680223U patent/CN201778964U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110330 Termination date: 20190722 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |