CN207092264U - A kind of green wind resistance corridor - Google Patents
A kind of green wind resistance corridor Download PDFInfo
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- CN207092264U CN207092264U CN201720709113.8U CN201720709113U CN207092264U CN 207092264 U CN207092264 U CN 207092264U CN 201720709113 U CN201720709113 U CN 201720709113U CN 207092264 U CN207092264 U CN 207092264U
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- corridor
- curtain
- head tree
- retraction system
- steel tube
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Abstract
A kind of green wind resistance corridor, by corridor head tree, concrete filled steel tube foundation structure, Roof Latticed Truss Structure, secondary column, curtain extension and retraction system, curtain, wire netting forms, concrete filled steel tube foundation structure top is provided with the corridor head tree of longitudinal direction, corridor head tree top is provided with Roof Latticed Truss Structure, some longitudinal directions time column is provided between described corridor head tree, described wire netting is arranged between time column, curtain and curtain extension and retraction system are arranged in Roof Latticed Truss Structure, described curtain is accommodated in curtain extension and retraction system, and discharge or pack up by curtain extension and retraction system.Super Typhoon is after this green hurricane resistant corridor, the flow field pattern of violent typhoon can be significantly changed, reduce the wind pressure for acting on light section steel structure surface, enable the negative pressure acted at light section steel structure roofing and structural corners to be effectively reduced to level of security, ensure that stability of the light section steel structure under Super Typhoon effect.
Description
Technical field
The utility model is related to a kind of green wind resistance corridor, corridor is taken into account green landscape and viewed and admired to be acted on typhoon protection,
The wind load of corridor rear LIGHT WEIGHT STEEL STRUCTURES thing when can effectively reduce typhoon, ensure that light section steel structure acts in high wind
Under stability.
Background technology
Natural calamity is one of significant problem of face of mankind nowadays, especially typhoon disaster be even more global occurrence frequency most
A kind of disaster high, influence is the most serious.China is in the world by one of typhoon disaster country the most serious, every year on average
The typhoon and tropical storm for logging in China just have 7, and Southeastern Coastal Cities are every year by typhoon disaster ground the most serious
Area.The southeastern coastal areas are the lifeblood of China's economic development, are dispersed with substantial amounts of economic development zone, the building in economic development zone
Thing mainly based on light-type steel structural workshop, it is advantageous that industrialization degree is high, construction speed is fast, from heavy and light, steel using amount save,
Overall economic efficiency is good etc..Light section steel structure is lighter due to conducting oneself with dignity, and heavy damage easily occurs under typhoon load action, and factory building is broken
It is bad to easily cause the loss such as production equipment and production product, and plant downtime maintenance and the loss of upstream and downstream related industry are very
It is huge.
The content of the invention
To solve difficult point and problem in above-mentioned engineering, the utility model proposes a kind of green wind resistance corridor, corridor
Super Typhoon effect itself can be resisted, and can effectively reduce the wind load of rear light-type steel structural workshop so that light section knot
Structure keeps stability under high wind effect, so as to avoid Super Typhoon from occurring accident problem when passing by.Green hurricane resistant corridor has concurrently
Wind resistance views and admires the effect of having a rest with landscape, is advantageous to improve Afforestation Landscape characteristic and humane breath.
The technical solution adopted in the utility model is：
A kind of green wind resistance corridor, by corridor head tree, concrete filled steel tube foundation structure, Roof Latticed Truss Structure, secondary
Column, curtain extension and retraction system, curtain, wire netting composition, described concrete filled steel tube foundation structure is steel tube concrete pile, steel pipe
Concrete foundation structure upper is provided with the corridor head tree of longitudinal direction, and is connected with concrete filled steel tube foundation structure using flange bolt
Connect, corridor head tree top is provided with Roof Latticed Truss Structure, and Roof Latticed Truss Structure is used with corridor head tree and is welded to connect, described
Some longitudinal directions time column is provided between the head tree of corridor, between secondary column and head tree by provided with cross reinforcing weld and connect
Connect, described wire netting is arranged between time column, and with secondary column using being welded to connect, curtain and curtain extension and retraction system are arranged in
In Roof Latticed Truss Structure, described curtain is accommodated in curtain extension and retraction system, and is discharged or packed up by curtain extension and retraction system.
It is arc at the top of above-described Roof Latticed Truss Structure.
The beneficial effects of the utility model are：
The technical problem that this programme solves is to provide one kind when Super Typhoon passes by, and can protect light section steel structure factory
The green hurricane resistant corridor in room.Green hurricane resistant corridor can be arranged in the surrounding of light-type steel structural workshop, can also be arranged in typhoon
Incoming wind direction.Super Typhoon can significantly change the flow field pattern of violent typhoon, reduction effect after this green hurricane resistant corridor
Wind pressure on light section steel structure surface, especially by distance between adjustment corridor and structure and corridor height so that act on
Light section steel structure roofing can effectively be reduced to level of security with the negative pressure at structural corners, ensure that light section steel structure superpower
Stability under typhoon effect.
Brief description of the drawings
Fig. 1 is a kind of wind resistance corridor structural representation；
Fig. 2 is a kind of wind resistance corridor side view；
In figure：1st, corridor head tree；2nd, Roof Latticed Truss Structure；3rd, concrete filled steel tube foundation structure；4th, secondary column；5th, curtain
Extension and retraction system；6th, curtain；7th, wire netting；8th, climbing plant.
Embodiment
To further appreciate that innovative point of the present utility model, following examples are hereby enumerated, and coordinate accompanying drawing to describe in detail such as
Under：
Fig. 1~Fig. 2 is referred to, the utility model includes corridor head tree 1, concrete filled steel tube foundation structure 3, roof
Grid structure 2, secondary column 4, curtain extension and retraction system 5, curtain 6, wire netting 7 and climbing plant 8 are formed.When this programme is implemented, first
The piling construction of concrete filled steel tube foundation structure 3 is carried out, flange is used between concrete filled steel tube foundation structure 3 and corridor head tree 1
Bolt connection, top Roof Latticed Truss Structure 2, using being welded to connect, use with corridor head tree 1 between secondary column 4 and head tree 1
It is welded to connect, wire netting 7 is arranged between time column 4, and with secondary column 4 using being welded to connect, green tendril is planted in corridor periphery
Plant 8, it can climb to whole corridor in the green growth course of climbing plant 8, be ultimately formed with Landscape Feature along wire netting
Green Corridor.The top of Roof Latticed Truss Structure 2 is arcuate structure, is disposed with curtain extension and retraction system 5, curtain extension and retraction system 5 thereon
For storing curtain 6.Usually curtain 6 is accommodated in curtain extension and retraction system 5, and green typhoon protection corridor can usually be used as landscape to see
The effect of having a rest is appreciated, improves the Landscape Feature of garden and humane breath；Before typhoon, curtain 6 is released, it is solid by connecting
Due in concrete filled steel tube foundation structure 3, green typhoon protection corridor is formed into closed type.The Anti-Typhoon corridor of hermetic type is in typhoon
Can effectively protect rear LIGHT WEIGHT STEEL STRUCTURES temporarily.
Claims (3)
1. a kind of green wind resistance corridor, it is characterized in that：By corridor head tree, concrete filled steel tube foundation structure, roof rack
Structure, secondary column, curtain extension and retraction system, curtain, wire netting composition, described concrete filled steel tube foundation structure is concrete filled steel tube
Stake, concrete filled steel tube foundation structure top are provided with the corridor head tree of longitudinal direction, and use flange with concrete filled steel tube foundation structure
Bolt connection, corridor head tree top are provided with Roof Latticed Truss Structure, and Roof Latticed Truss Structure is used with corridor head tree and is welded to connect,
Some longitudinal directions time column is provided between described corridor head tree, between secondary column and head tree by provided with cross reinforcing
It is welded to connect, described wire netting is arranged between time column, is used and is welded to connect with secondary column, curtain and curtain extension and retraction system
Be arranged in Roof Latticed Truss Structure, described curtain is accommodated in curtain extension and retraction system, and discharged by curtain extension and retraction system or
Pack up.
2. green wind resistance corridor according to claim 1, it is characterized in that：It is arc at the top of described Roof Latticed Truss Structure
Shape.
3. green wind resistance corridor according to claim 1, it is characterized in that：After described curtain releases, pass through
It is connected and fixed in concrete filled steel tube foundation structure, green typhoon protection corridor is formed into closed type.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720709113.8U CN207092264U (en) | 2017-06-19 | 2017-06-19 | A kind of green wind resistance corridor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720709113.8U CN207092264U (en) | 2017-06-19 | 2017-06-19 | A kind of green wind resistance corridor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207092264U true CN207092264U (en) | 2018-03-13 |
Family
ID=61552792
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720709113.8U Active CN207092264U (en) | 2017-06-19 | 2017-06-19 | A kind of green wind resistance corridor |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207092264U (en) |
-
2017
- 2017-06-19 CN CN201720709113.8U patent/CN207092264U/en active Active
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