CN201778390U - Structural system provided with wind turbine generator in high-rise/ultrahigh-rise building - Google Patents
Structural system provided with wind turbine generator in high-rise/ultrahigh-rise building Download PDFInfo
- Publication number
- CN201778390U CN201778390U CN2010202779296U CN201020277929U CN201778390U CN 201778390 U CN201778390 U CN 201778390U CN 2010202779296 U CN2010202779296 U CN 2010202779296U CN 201020277929 U CN201020277929 U CN 201020277929U CN 201778390 U CN201778390 U CN 201778390U
- Authority
- CN
- China
- Prior art keywords
- wind
- tunnel
- building
- structural system
- floor
- 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 - Lifetime
Links
Images
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
- 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
Landscapes
- Wind Motors (AREA)
Abstract
The utility model relates to a structural system provided with a wind turbine generator in a high-rise/ultrahigh-rise building, which comprises a framework-core cylinder structure in the high-rise/ultrahigh-rise building, wherein the framework-core cylinder structure comprises a framework part and a core cylinder structure, and the structural system is characterized in that a plurality of wind tunnels (2) are arranged on the vertical surface of the framework part, the wind tunnels (2) are arranged along the short direction of the building, the size and the shape of the wind tunnels (2) tally with the wind turbine generator, and a framework column (1) which is positioned in the same floor of the wind tunnels (2) and near to the wind funnels (2) is contracted inwards for forming a wind suction port; and the framework part in the vicinity of the wind tunnels (2) in the floor is provided with a steel support structure (3), or the steel support structure (3) is arranged in the floor in the vicinity of the wind tunnels (2), thereby forming a rigidity-strengthened structure on the periphery of the wind tunnels (2). The structural system can lead the arrangement of the wind turbine generator in the ultrahigh-rise building to be possible and lead the building to be more energy-saving and environment-friendly.
Description
Technical field
The utility model relates to a kind of architectural structure system, particularly a kind of structural system that wind-driven generator is set in high level/super highrise building.Belong to the building structure technology field.
Background technology
Along with the raising of industrial development and people's living standard, increasing to the demand of the energy, when especially annual summer, peak of power consumption arrived, the electric power breach of China was just very big.Yet the reserves of subterranean resource are limited, can not therefore, how effectively to utilize renewable resource for permanent exploitation, are the research and development trend of society.As everyone knows, what wind-power electricity generation used is regenerative resource, meets the requirement of environmental protection, sustainable development.At present, be provided with a large amount of wind power plants all over the world, the abundant country of China and some other wind resources is provided with wind and exhales generating to organize in large-scale wind field, Northern Europe some country (as Finland) is provided with wind-driven generator at the top of single or multiple lift building, can bring certain generated energy for it, but there is following aspect defective in these wind power generation plants that are arranged on the low-rise building top: 1, because the height of building is low, wind-driven generator be subjected to air quantity insufficient, therefore, the unit generated energy is lower.2, wind power generation plant is provided with roof, does not have protection mechanism, has potential safety hazard, need install security protection mechanism especially additional, and the wind-power electricity generation input cost is higher.3, erect wind power generation plant at the roof of building, can destroy whole building and building view on every side.
The utility model content
The purpose of this utility model is in order to overcome the low-rise building roof wind-driven generator to be set, and exists generated energy low, dangerous and destroy the shortcoming of view, and a kind of structural system that wind-driven generator is set in high level/super highrise building is provided.
The purpose of this utility model is to reach by the following technical programs:
The structural system of wind-driven generator is set in high level/super highrise building, comprise the framework-core barrel structure in high level/super highrise building, be that described framework-core barrel structure partly is made of frame part and core tube, its design feature is: be provided with several wind-tunnel on the facade of described frame part, this wind-tunnel is arranged along the short of building, inwardly receive with the frame column that wind-tunnel is approaching, form the inlet scoop passage; Be provided with steel support structure near the frame part that is positioned at the wind-tunnel, perhaps near the floor wind-tunnel is provided with the reinforcement steel support structure, forms the rigidity reinforcement around making wind-tunnel; The size and the shape of wind-tunnel include plurality of specifications, promptly coincide with the size and the shape of set wind power generation plant.
The purpose of this utility model can also reach by the following technical programs:
A kind of embodiment of the present utility model is: the frame column of floor can form umbrella or horn-like air-suction channel to the inboard inclination of building near wind-tunnel.
A kind of embodiment of the present utility model is: near floor wind-tunnel, along the building short reinforcement steel support structure is set, and form the space truss system jointly with frame column.
A kind of embodiment of the present utility model is: near floor wind-tunnel, to the reinforcement steel support structure is set, form the space truss system jointly along building length with frame column.
A kind of embodiment of the present utility model is: the cross section of described reinforcement steel support structure is " worker " font or box.
The utlity model has following outstanding beneficial effect:
1, the utility model is in framework-core barrel structure at high level or super high rise building, be provided for the wind-tunnel that several place wind power generation plant, constituted a kind of structural shape of brand-new wind-power electricity generation, make full use of the air draught and the wind-engaging characteristics of high level or super high rise building, constitute the harmonious integral body of coordinating with building, it is firm, succinct, reasonable to have overall structure, and the wind-power electricity generation amount is big, input cost is low, the beneficial effect of safety and environmental protection.
2, the wind-tunnel of the utility model setting, the wind load that building is born reduces to some extent.Near the utility model space truss system that storey setting is supported by steel and frame column forms wind-tunnel has remedied the rigidity weakening that near the frame column introversion of the floor of wind-tunnel brings, and has satisfied the requirement of code for structural design.
3, the utility model wind-tunnel and space truss system not only play an important role on structure stress, and of crucial importance on elevation of building, have realized the coordinating and unifying of building and structure.
Description of drawings
Fig. 1 is a structural representation of the present utility model.
Fig. 2 is the partial structurtes elevational schematic view of Fig. 1.
Fig. 2 is a partial cutaway schematic of the present utility model.
Wherein, 1-frame column, 2-wind-tunnel, 3-steel support structure or reinforcement steel support structure.
The specific embodiment
Specific embodiment 1:
Fig. 1, Fig. 2 and Fig. 3 constitute specific embodiment of the utility model 1.
With reference to Fig. 1, Fig. 2 and Fig. 3, comprise the framework-core barrel structure in the super highrise building, be that described framework-core barrel structure partly is made of frame part and core tube, on the facade of described frame part, be provided with several wind-tunnel 2, this wind-tunnel 2 is arranged along the short of building, inwardly receive with the frame column 1 that wind-tunnel 2 is approaching, form air-suction channel; Be provided with steel support structure 3 near the frame part that is positioned at the wind-tunnel 2, perhaps near the floor wind-tunnel 2 is provided with and strengthens steel support structure 3, forms the rigidity reinforcement around making wind-tunnel 2; The size of wind-tunnel 2 and shape and set wind-power electricity generation stapler machine can include plurality of specifications, i.e. size and the shape that wind-tunnel 2 is set according to the size and the shape of wind-force electrical machinery.
In the present embodiment:
The frame column 1 of floor can form umbrella, horn-like or funnel-form air-suction channel to the inboard inclination of building near wind-tunnel 2.For example: wind-tunnel 2 can be square-shaped, and the frame column 1 of floor is four sides inclination to the inside near described wind-tunnel 2 afterbodys, forms skewed to what spread on four sides; Perhaps wind-tunnel 2 can triangle, and the frame column 1 of floor is three and tilts towards the inboard near described wind-tunnel 2 afterbodys, forms skewed to three diffusions; Perhaps wind-tunnel 2 shape that can be rectangle, the frame column 1 of floor is the four sides and tilts to the inside near described wind-tunnel 2 afterbodys, forms skewed to the four sides diffusion; Perhaps wind-tunnel 2 can rounded shape, tilts to the inside around the frame column 1 of floor is near described wind-tunnel 2 afterbodys, forms the coniform of diffusion towards periphery; Perhaps wind-tunnel 2 can oval in shape, tilts to the inside around the frame column 1 of floor is near described wind-tunnel 2 afterbodys, forms the oval column to the four sides diffusion; Perhaps wind-tunnel 2 can be other polygon shapes, tilts to the inside around the frame column 1 of floor is near described wind-tunnel 2 afterbodys, forms the skewed of diffusion towards periphery.
Near floor wind-tunnel 2 is provided with reinforcement steel support structure 3 along the building short, with the frame column 1 common space truss system of forming.Near floor wind-tunnel 2 is strengthened steel support structure 3 along building length to being provided with, with the frame column 1 common space truss system of forming.The cross section that described reinforcement steel supports 3 structures is I shape or box-shaped.
Present embodiment is applied in the high building that the building height is 71 floor, and the height of high building is 309 meters, at 24 layers, 35 layers and 50 layers two typhoon power generators is set respectively, promptly at 24 layers, 35 layers and 50 layers two construction of wind tunnels is set respectively.Present embodiment is in framework-core barrel structure in super highrise building wind power generation plant to be set, and is the example that a super-high buildings thing is provided with wind-driven generator.
Specific embodiment 2:
The characteristics of present embodiment are: in the framework in highrise building-core barrel structure wind power generation plant is set, the floor of building can be 35 layers, can at 17 layers, 25 layers and 30 layers two typhoon power generators be set respectively respectively, promptly two construction of wind tunnels respectively be set at 17 layers, 25 layers and 30 layers.
Need to prove that above-described embodiment is a preferred forms of the present utility model, the claimed technical scheme of the utility model is not limited to this specific embodiment.
Claims (5)
1. the structural system of wind-driven generator is set in high level/super highrise building, comprise the framework-core barrel structure in high level/super highrise building, be that described framework-core barrel structure partly is made of frame part and core tube, it is characterized in that: on the facade of described frame part, be provided with several wind-tunnel (2), this wind-tunnel (2) is arranged along the short of building, inwardly receives, forms air-suction channel with the frame column (1) that wind-tunnel (2) is approaching; Be provided with steel support structure (3) near the frame part that is positioned at the wind-tunnel (2), perhaps near the floor wind-tunnel (2) is provided with and strengthens steel support structure (3), makes wind-tunnel (2) form the rigidity reinforcement on every side; The size and the shape of wind-tunnel (2) include plurality of specifications.
2. the structural system that wind-driven generator is set in high level/super highrise building according to claim 1 is characterized in that: the frame column (1) of floor forms umbrella or horn-like air-suction channel to the inboard inclination of building near wind-tunnel (2).
3. the structural system that wind-driven generator is set in high level/super highrise building according to claim 1, it is characterized in that: near floor wind-tunnel (2), along the building short reinforcement steel support structure (3) is set, forms the space truss system jointly with frame column (1).
4. the structural system that wind-driven generator is set in high level/super highrise building according to claim 1, it is characterized in that: near floor wind-tunnel (2), strengthen steel support structure (3) along building length to being provided with, form the space truss system jointly with frame column (1).
5. according to the described structural system that wind-driven generator is set in high level/super highrise building of the arbitrary claim of claim 1 to 4, it is characterized in that: the cross section of described reinforcement steel support structure (3) is " worker " font or box.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202779296U CN201778390U (en) | 2010-07-30 | 2010-07-30 | Structural system provided with wind turbine generator in high-rise/ultrahigh-rise building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202779296U CN201778390U (en) | 2010-07-30 | 2010-07-30 | Structural system provided with wind turbine generator in high-rise/ultrahigh-rise building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201778390U true CN201778390U (en) | 2011-03-30 |
Family
ID=43791604
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010202779296U Expired - Lifetime CN201778390U (en) | 2010-07-30 | 2010-07-30 | Structural system provided with wind turbine generator in high-rise/ultrahigh-rise building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201778390U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101942862A (en) * | 2010-07-30 | 2011-01-12 | 广州市设计院 | Structural system for arranging wind driven generator in high-rise/super high-rise building |
| CN106932166A (en) * | 2017-03-12 | 2017-07-07 | 中国十七冶集团有限公司 | A kind of high-rise building model in wind tunnel based on 3D printing technique |
-
2010
- 2010-07-30 CN CN2010202779296U patent/CN201778390U/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101942862A (en) * | 2010-07-30 | 2011-01-12 | 广州市设计院 | Structural system for arranging wind driven generator in high-rise/super high-rise building |
| CN101942862B (en) * | 2010-07-30 | 2013-06-19 | 广州市设计院 | Structural system for arranging wind driven generator in high-rise/super high-rise building |
| CN106932166A (en) * | 2017-03-12 | 2017-07-07 | 中国十七冶集团有限公司 | A kind of high-rise building model in wind tunnel based on 3D printing technique |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202882185U (en) | Ribbed-type rigid grid cable dome | |
| CN203394685U (en) | Lattice wind turbine tower and wind turbine generator system comprising same | |
| CN201778390U (en) | Structural system provided with wind turbine generator in high-rise/ultrahigh-rise building | |
| CN201301776Y (en) | High-altitude net-shaped suspended wind power generation tower | |
| CN202578025U (en) | New-concept Mongolian yurt | |
| CN103195660B (en) | A kind of pylon of truss structure | |
| CN202001198U (en) | Wind driven generator | |
| CN204282845U (en) | Buildings in cold roof insulating structure | |
| CN101942862B (en) | Structural system for arranging wind driven generator in high-rise/super high-rise building | |
| CN103306499A (en) | New concept Mongolian yurt | |
| CN203962294U (en) | A kind of high-rise wind resistance energy saving device | |
| CN105545608B (en) | A kind of wind-power tower with the enhancing of modularization truss | |
| CN101446272B (en) | Single-windmill, single-motor, vertical-wheel and multi-stage wind power tower | |
| CN102767480A (en) | Wind power generation device | |
| CN204024188U (en) | A kind of concrete pylon external prestressing anchor Shu Pingheng screw stretching anchor device | |
| CN202732240U (en) | Transition section structure between tower barrel and supporting tower frame of wind driven generator | |
| CN202001197U (en) | Vertical axis wind turbine | |
| CN201915822U (en) | External staircase of wind power generator tower | |
| CN201221445Y (en) | Wind power generation on high layer building top | |
| CN205090325U (en) | Two sets of perpendicular wind power generation's of group complementary power supply street lamp of scene | |
| CN204782183U (en) | Transmission tower tabula face with power consumption damping function | |
| CN205478119U (en) | Frame construction wind power generation platform | |
| KR20130058283A (en) | Installing method for wind power generator of tower | |
| CN101362576A (en) | Self-lifting combined tower crane | |
| CN202391666U (en) | Tower of truss structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20110330 |
|
| CX01 | Expiry of patent term |