CN2225506Y - Wind pressure releasing device for high and super high building - Google Patents
Wind pressure releasing device for high and super high building Download PDFInfo
- Publication number
- CN2225506Y CN2225506Y CN 95217908 CN95217908U CN2225506Y CN 2225506 Y CN2225506 Y CN 2225506Y CN 95217908 CN95217908 CN 95217908 CN 95217908 U CN95217908 U CN 95217908U CN 2225506 Y CN2225506 Y CN 2225506Y
- Authority
- CN
- China
- Prior art keywords
- building
- wind
- wind pressure
- pressure
- end 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.)
- Expired - Fee Related
Links
Images
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model relates to a wind pressure (wind load) releasing device for releasing the wind pressure in a high and a super high buildings. The wind pressure (wind load) releasing device is arranged at an area which can bear the pressure maximally at an upper structure in the high and the super high buildings. The wind pressure (wind load) releasing device achieves the action of weakening huge horizontal thrust force from wind pressure (wind load) to the buildings in a building structure; the design difficulty of the high and the super high buildings is lowered, and the project investment is reduced; the ability of resisting the destruction of the strong wind of the high and the super high buildings is enhanced. The wind pressure releasing device can also be used at the area which can bear the wind pressure maximally on the high and the super high buildings which are built already and are in use, and can weaken the threat to the safe utilization of the buildings from the pressure of the strong wind.
Description
The utility model belongs to a kind of device of a kind of building with release wind pressure (wind load), and particularly high-rise and super highrise building is used to discharge wind pressure (wind load) special device.
At present, the design of the particularly high-rise structures under wind pressure (wind load) with super high rise building of building, be to resist the destruction of wind pressure (wind load) to building by the rigidity that improves structure greatly, wind pressure (wind load) is a significant design load high-rise and super-high building structure, even plays the decisive role that structural safety is used.Especially river, great river, high level in the city, coastal area and super highrise building, can the design of opposing wind pressure (wind load) be one of the decisive factor that use safely of building structure.The design of the wind resistance pressure (wind load) of existing building structure, except will fully understanding the each department accurate data of disaster caused by a windstorm over 100 years, outside the design considerations as the compression failure of building structure wind resistance, the rigidity that also will increase investment, raising building structure naturally greatly removes to resist the wind pressure of wind load.However, wind pressure (wind load) is when producing active force to building structure, and the designing requirement of the wind resistance pressure (wind load) of building structure also is difficult to reach actual requirement, because the randomness of wind alters a great deal, people are difficult to grasp.Therefore, the design of the wind resistance pressure of existing high level and super high rise building can only be the wind resistance pressure design of very conservative design, particularly super high rise building, thereby investment has also improved greatly.In the coastal area, be subjected to high wind to influence bigger area and city, many although the design of design engineers antagonism wind pressure has improved, however highrise building is in use because of the effect of high wind pressure, cause the oscillating quantity of highrise building big, remain the frightened courage of the popular feeling is quivered.
The purpose of this utility model is at existing high-level structure, the insoluble wind resistance pressure design challenges that exists in high wind pressure and a kind of high level and super highrise building wind pressure (wind load) releasing device that propose.
The technical scheme of high level that the utility model proposes and super highrise building wind pressure (wind load) releasing device is: it mainly is made of end plates and air channel, offer air intake or air outlet in the end plates wherein, and be fixed on the relative external wall, building is crossed in air channel wherein, and be fixed on the end plates of its termination, be provided with isolated pipeline fastener in the middle and be connected with floor or its inner wall panel that it runs through floor.Described air channel be shaped as circle, ellipse, triangle, rectangle or polygonal.Described air channel is pipe of cement, plastic pipe, metal tube or the compound clad pipe of multiple material, and its aperture is isometrical or reducing.The plate mask of described end plates has the decoration of coordinating with metope.Described end plates are armored concrete slab, plastic plate or metal sheet.Described device is installed in the position of the wind pressure maximum of building.Described device is installed in the mechanical floor of building.Described device is provided with 1-5 roads according to the height and the wind pressure of building along the building height.
The pipeline of a kind of circle, triangle, rectangle or other different shape that this device also can be made through production and processing with other high-strength material with high strength composite, the length of pipeline and pore size should be decided according to concrete building, pipeline can be to equate the aperture, also can be different apertures, as the concentric reducer aperture, or two is than broad in the middle.Also can bear the zone of wind pressure maximum at high-rise and super highrise building, in structure design, design the ventilation stack or the ventilating layer of same wind pressure (wind load) releasing device same function.This wind pressure (wind load) releasing device is installed in the concentrated position of bearing wind pressure (wind load) maximum in high-rise and the super highrise building and horizontally installs, also can be horizontally two-layer along the architectural plane shape, and two-layer with cross arrangement.Wind pressure (wind load) releasing device, the concrete condition that can bear pressure according to the motionless highrise building in different regions is installed by branch illustrated in figures 1 and 2 1-5 roads are above, in order to more effective release wind pressure, guarantees the safe handling of highrise building.High level and super highrise building wind pressure (wind load) releasing device, not only directly be used in newly-built high level and super high rise building, and can be used in high level and the super high rise building wind pressure maximum region of having built up in the use, be beneficial to weaken greatly high wind pressure (typhoon etc.) and threaten for high-rise safe handling with super high rise building.
The major advantage of high level that the utility model proposes and super highrise building wind pressure (wind load) releasing device is that it is a kind of high wind pressure relief device that will (comprise typhoon etc.), it is placed in high-rise and the super high rise building, can play the huge horizontal thrust that high wind pressure is produced building, and various destruction power weakens greatly.Therefore the safe handling that has not only improved highrise building greatly, but also reduce construction investment.
For further specifying the structure of the utility model wind pressure (wind load) releasing device, below specifically describe with reference to accompanying drawing, its accompanying drawing has:
1,2 is that wind pressure (wind load) releasing device is installed in the schematic diagram in the highrise building among Fig. 1;
3,4,5 is that wind pressure (wind load) releasing device is installed in the schematic diagram in the super highrise building among Fig. 2;
Fig. 3 is the constructional drawing of wind pressure (wind load) releasing device, and 6 is end plates in the constructional drawing, and 7 is the air channel, and 8 are pipeline fastener (fastener plays the effect that ventilating duct and building are fixed together).
Embodiment:
High-rise building shown in Fig. 1,3 highly is provided with two road wind pressure releasing devices 1 and 2 along it, and this device is made of the armored concrete slab 6 and the steel pipe air channel 8 at two ends, and the compartment of terrain is provided with fastener 7 on steel pipe air channel 8, and they are connected with floor in the floor.
Claims (8)
1, the wind pressure releasing device of a kind of high level and super high rise building, it is characterized in that it mainly is made of end plates and air channel, offer air intake or air outlet in the end plates wherein, and be fixed on the relative external wall, building is crossed in air channel wherein, and be fixed on the end plates of its termination, be provided with isolated pipeline fastener in the middle and be connected with floor or its inner wall panel that it runs through floor.
2, device as claimed in claim 1, what it is characterized in that described air channel is shaped as circle, ellipse, triangle, rectangle or polygonal.
3, device as claimed in claim 1 or 2 is characterized in that described air channel is pipe of cement, plastic pipe, metal tube or the compound clad pipe of multiple material, and its aperture is isometrical or reducing.
4, device as claimed in claim 1 is characterized in that the plate mask of described end plates has the decoration of coordinating with metope.
5,, it is characterized in that described end plates are armored concrete slab, plastic plate or metal sheet as claim 1 or 4 described devices.
6,, it is characterized in that described device is installed in the position of the wind pressure maximum of building as claim 1 or described device.
7,, it is characterized in that described device is installed in the mechanical floor of building as claim 1 or 6 described devices.
8,, it is characterized in that described device is provided with 1-5 roads according to the height and the wind pressure of building along the building height as claim 1 or 6 described devices.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 95217908 CN2225506Y (en) | 1995-09-06 | 1995-09-06 | Wind pressure releasing device for high and super high building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 95217908 CN2225506Y (en) | 1995-09-06 | 1995-09-06 | Wind pressure releasing device for high and super high building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2225506Y true CN2225506Y (en) | 1996-04-24 |
Family
ID=33866605
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 95217908 Expired - Fee Related CN2225506Y (en) | 1995-09-06 | 1995-09-06 | Wind pressure releasing device for high and super high building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2225506Y (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101818524A (en) * | 2009-02-26 | 2010-09-01 | 兰州理工大学 | Method and device for reducing wind pressure to building |
| CN101871238A (en) * | 2010-06-24 | 2010-10-27 | 中国水电顾问集团华东勘测设计研究院 | High-rise building wind resistant rib structure and construction method thereof |
| CN105649228A (en) * | 2016-03-24 | 2016-06-08 | 同济大学建筑设计研究院(集团)有限公司 | Control device for strong wind suction force on surface of envelope structure of rectangular high-rise building |
| CN107654104A (en) * | 2017-10-31 | 2018-02-02 | 盐城工学院 | A kind of high-story house leaks out off-loading passage and its construction method |
-
1995
- 1995-09-06 CN CN 95217908 patent/CN2225506Y/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101818524A (en) * | 2009-02-26 | 2010-09-01 | 兰州理工大学 | Method and device for reducing wind pressure to building |
| CN101818524B (en) * | 2009-02-26 | 2013-03-20 | 兰州理工大学 | Method and device for reducing wind pressure to building |
| CN101871238A (en) * | 2010-06-24 | 2010-10-27 | 中国水电顾问集团华东勘测设计研究院 | High-rise building wind resistant rib structure and construction method thereof |
| CN101871238B (en) * | 2010-06-24 | 2012-08-22 | 中国水电顾问集团华东勘测设计研究院 | High-rise building wind resistant rib structure and construction method thereof |
| CN105649228A (en) * | 2016-03-24 | 2016-06-08 | 同济大学建筑设计研究院(集团)有限公司 | Control device for strong wind suction force on surface of envelope structure of rectangular high-rise building |
| CN105649228B (en) * | 2016-03-24 | 2018-03-06 | 同济大学建筑设计研究院(集团)有限公司 | A kind of Rectangular High Rise Buildings building enclosure surface high wind device for controlling sucking force |
| CN107654104A (en) * | 2017-10-31 | 2018-02-02 | 盐城工学院 | A kind of high-story house leaks out off-loading passage and its construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN2797485Y (en) | Honeycomb steel skeleton concrete column | |
| CN102304928B (en) | Big-span and big-load prestress trough-shaped laminated plate used as 6-level civil air defence basement roof plate | |
| CN104929290B (en) | Large-span steel-reinforced concrete orthogonal-diagonal lattice hollow floor system and preparation method thereof | |
| CN1219955C (en) | Construction method of large span building roof or floor of building and its double lattice beam structure | |
| CN2225506Y (en) | Wind pressure releasing device for high and super high building | |
| CN203129359U (en) | Single row reinforced concrete shear wall with cross inclined ribs | |
| CN201347624Y (en) | Semi-open underground garage | |
| CN1116680A (en) | Wind pressure releasing device for high or superhigh building | |
| CN200952201Y (en) | Internal prestress space pipe truss four-point supporting large-span flat net shell house roof | |
| CN107747378A (en) | The body composite board processing method of Fast Installation heat insulation decorative load-bearing one | |
| CN2797512Y (en) | Ground safety protection canopy for high building story-adding rebuilding | |
| CN2665256Y (en) | Steel reinforced concrete laced beam and multi-ribbed double grid beam arrangement | |
| CN206396987U (en) | Lamination English truss composite light core inorganic plate | |
| CN102619300A (en) | Large-span high-load prestressing force groove-shaped composite plate used as top plate of anti-aircraft basement | |
| CN2587933Y (en) | Reinforced cement composite pile | |
| CN202175954U (en) | Large-span prestress groove-shaped superposed plate for top plates of 6-level and below civil air defense basements | |
| CN1096840A (en) | Seven degree are provided fortification against earthquakes and are distinguished eight floor arrangement of reinforcement brick masonry building structures | |
| CN207812740U (en) | One body composite board linear type wall of Fast Installation heat insulation decorative load-bearing | |
| CN207314579U (en) | A kind of new building shear wall | |
| CN214206561U (en) | Prevent reinforced plastic greenhouse of strong wind | |
| CN2185287Y (en) | Wild goose type arched slab | |
| CN219387321U (en) | Closed structure of elevator steel-concrete corridor additionally installed | |
| CN214194646U (en) | Reverse beam structure of basement engineering roof | |
| CN211341982U (en) | Local reversed beam structure of top plate of underground garage | |
| CN215977982U (en) | Integrated sound absorption floor slab for decoration of prestressed concrete structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C57 | Notification of unclear or unknown address | ||
| DD01 | Delivery of document by public notice |
Addressee: Lu Jianheng Document name: payment instructions |
|
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |