CN205529852U - A self -adaptation wind protective screen for garage's bridge - Google Patents
A self -adaptation wind protective screen for garage's bridge Download PDFInfo
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- CN205529852U CN205529852U CN201620293691.3U CN201620293691U CN205529852U CN 205529852 U CN205529852 U CN 205529852U CN 201620293691 U CN201620293691 U CN 201620293691U CN 205529852 U CN205529852 U CN 205529852U
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- self adaptation
- bridge
- plate
- deformed plate
- wind
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Abstract
The utility model relates to a self -adaptation wind protective screen for garage's bridge, include and lay in bridge both sides and the support post of rigid coupling on the bridge along bridge longitudinal separation, be equipped with between the adjacent coexistence post at least lot be used for keeping out the wind pressure and through self elastic deformation change the ventilative rate and the air current flow direction from the adaptive deformation board, from the adaptive deformation board leave the changing space who is used for from adaptive deformation board elastic deformation all around, assemble on the support post through the support horizontal pole from the adaptive deformation board. Can synthesize the optimal control wind load to the influence that bridge and vehicle produced, ensures bridge and vehicle operation safety and drives a vehicle the travelling comfort, simple, safe convenient, saving environmental protection more intelligent than the wind protective screen of the ventilative rate of current mechanical control.
Description
Technical field
This utility model relates to garage's bridge protective equipment technical field, particularly relates to one and passes through self adaptation
The intelligent facilitation that wind speed change deforms carrys out the wind barrier of baffle, water conservancy diversion.
Background technology
Along with the development of Bridges in Our Country construction, high wind area institute bridge construction beam number and span are continuously increased,
The railroad train speed of service is also being continuously increased, and high wind effect down train becomes safely inevitable problem.
Automobile in traveling, the vehicle accident such as train is easy to break away by high wind effect, overturning, impact
Drive a vehicle normally effect.Therefore, under high wind travel automobile and train carry out protection become need solve
Problem.
Wind barrier is to solve bridge floor traffic safety and comfortable Main Means, but existing wind barrier is many with screen
Barrier entity perforate is main, and the ventilative rate in cross section is fixed already, it is impossible to the different wind conditions of reply, and wind screen
The setting of barrier adds the wind pressure that bridge itself is suffered, increases undoubtedly for the Flexible bridge of large span
Add unsafe factor.When wind speed is bigger, part wind barrier can not be controlled adjusting ventilative rate,
Part wind barrier can only be set level wind barrier reduce the impact on bridge by actively controlling.This mode
There is certain retardance, non-convenience and the most scientific, and when actively controlling facility and damaging, nothing
Method puts down wind barrier in time, is likely to result in serious consequence.
Utility model content
The defect existed for prior art, the purpose of this utility model is to provide a kind of for garage's bridge
Self adaptation wind barrier, add the wind pressure that bridge itself is suffered, for greatly solving existing wind barrier
Add unsafe factor for the Flexible bridge of span undoubtedly, there is certain retardance, the most convenient
Property and the most scientific, and when actively control facility damage time, it is impossible to put down wind barrier in time, Ke Nengzao
Become the technical problem of serious consequence.
In order to realize above-mentioned technical purpose, the technical scheme of this utility model patent is: a kind of for garage
The self adaptation wind barrier of bridge, is laid in bridge both sides including along bridge is longitudinally spaced and is fixed on bridge
Support post, be used for keeping out blast and by self bullet equipped with at least one piece between adjacent two support posts
Property deformation change ventilative rate and the self adaptation deformed plate of air flow direction, the surrounding of self adaptation deformed plate leaves use
In the deformation space of self adaptation deformed plate elastic deformation, self adaptation deformed plate is assemblied in by support rail and props up
On support column.
Further, first group of opposite plate sidewall of self adaptation deformed plate is fixed in column by support rail
On；Second group of opposite plate sidewall of self adaptation deformed plate is the freedom portion encorbelmented.
Further, support rail two ends are respectively and fixedly connected with on corresponding column, the shaft of support rail
Affixed with the plate face of self adaptation deformed plate, the non-installing plate face of self adaptation deformed plate is the freedom portion encorbelmented.
Further, support rail is vertically fixed on the sidewall of column, and/or support rail is diagonal to stand
On the sidewall of post.
Further, use point to be connected between self adaptation deformed plate and support rail, line connects, face connects
In at least one.
Further, with bolts between self adaptation deformed plate and support rail, weld, build-in even
Connect, at least one in clamping；The side plate face of self adaptation deformed plate is affixed with support rail, or from
Adaptive deformation plate holder is held between two support rails.
Further, the rotation angle position that support rail is connected with self adaptation deformed plate is set to arc-shaped transition.
Further, deformation space includes the gap between self adaptation deformed plate and column；Deformation space bag
Include the gap between adjacent two self adaptation deformed plates；Deformation space includes being opened in self adaptation deformed plate edges of boards
Breach, breach be semicircle, half elliptic, polygon, trapezoidal at least one.
Further, the breach of adjacent two self adaptation deformed plates is identical, and relative symmetry is arranged.
Further, it is provided with the reinforcement for increasing plate face intensity on the plate face of self adaptation deformed plate or in plate
Muscle；For increasing the color of surface visual effect, pattern or word on the plate face of self adaptation deformed plate.
Advantageous Effects of the present utility model is:
This utility model, for the self adaptation wind barrier of garage's bridge, utilizes self adaptation deformed plate self-stiffness
Carry out baffle, utilize the less characteristic of the elastic deformation characteristic of self adaptation deformed plate, rigidity, fixing different edge
Boundary's types of distortions different qualities self adaptation wind speed size carries out intelligent baffle and water conservancy diversion.Intelligent baffle,
Water conservancy diversion principle is the characteristic of certain stiffness and the elastic deformation utilizing self adaptation deformed plate so that it is in difference
Produce the deflection of different determinations under wind speed, while keeping out part blast, make air-flow along deformed plate table
Face dissipates water conservancy diversion.Can use simultaneously and set rigidity and the adaptive strain of size according to beam wind wind direction and blast
Shape plate produces the wind barrier being optimum ventilative rate under any wind speed.The deflection of self adaptation deformed plate is big
Little increase with the increase of wind speed.Under different wind speed, the windproof effect of deformed plate is different, with this wind barrier
The change of wind speed can well be adapted to.With complex optimal controlled strategy wind load, bridge and vehicle can be produced
Impact, it is ensured that bridge and vehicle run safety and road-ability；The ventilative rate of more existing Mechanical course
Wind barrier more intelligent simple, safe and convenient, economical environment-protective.
The utility model is described in further detail below in conjunction with the accompanying drawings.
Accompanying drawing explanation
Fig. 1 is the structural representation of the double cantalever type self adaptation wind barrier of this utility model embodiment；
Fig. 2 is the wind barrier structural representation in railway bridge bridge floor mounting arrangements of this utility model embodiment；
Fig. 3 is the structural representation of the single swing arm type self adaptation wind barrier of this utility model embodiment；
The structural representation of the simply-support self adaptation wind barrier of Fig. 4 this utility model embodiment；
The structural representation of the diagonal-bracing type self adaptation wind barrier of Fig. 5 this utility model embodiment；
The difformity of Fig. 6 this utility model embodiment, color, pattern, transparency self adaptation deformed plate
Structural representation.
Marginal data:
1, support post；2, self adaptation deformed plate；3, deformation space；4, support rail；5, bridge.
Detailed description of the invention
Below this utility model technology contents is further illustrated, but not in this utility model essence
The restriction held.
Fig. 1 is the structural representation of the double cantalever type self adaptation wind barrier of this utility model embodiment；Fig. 2
It it is the wind barrier structural representation in railway bridge bridge floor mounting arrangements of this utility model embodiment；Fig. 3 is
The structural representation of the single swing arm type self adaptation wind barrier of this utility model embodiment；Fig. 4 this utility model
The structural representation of the simply-support self adaptation wind barrier of embodiment；The diagonal brace of Fig. 5 this utility model embodiment
The structural representation of formula self adaptation wind barrier；The difformity of Fig. 6 this utility model embodiment, color,
Pattern, the structural representation of transparency self adaptation deformed plate.
As depicted in figs. 1 and 2, the self adaptation wind barrier for garage's bridge of the present embodiment, including edge
Longitudinally spaced bridge 5 both sides the support post 1 being fixed on bridge 5 of being laid in of bridge 5, adjacent two
Between support column 1 equipped with at least one piece be used for keeping out blast and by natural resiliency deformation change ventilative rate with
The self adaptation deformed plate 2 of air flow direction, the surrounding of self adaptation deformed plate 2 leaves for self adaptation deformed plate 2
The deformation space 3 of elastic deformation, self adaptation deformed plate 2 is assemblied on support post 1 by support rail 4.
Alternatively, self adaptation deformed plate 2 offers the reserved hole for self adaptation deformed plate 2 elastic deformation
(deformation space 3).This utility model, for the self adaptation wind barrier of garage's bridge, utilizes self adaptation to deform
Plate 2 self-stiffness carries out baffle, utilizes the less spy of the elastic deformation characteristic of self adaptation deformed plate 2, rigidity
Property, fixing different boundary types of distortions different qualities self adaptation wind speed size carry out intelligent baffle and water conservancy diversion.
Intelligent baffle, water conservancy diversion principle are the spy of certain stiffness and the elastic deformation utilizing self adaptation deformed plate 2
Property so that it is under different wind speed, produce the deflection of different determinations, while keeping out part blast, make
Air-flow is along deformed plate surface diffusion water conservancy diversion.Can use simultaneously according to beam wind wind direction and blast set rigidity and
The self adaptation deformed plate 2 of size produces the wind barrier being optimum ventilative rate under any wind speed.Self adaptation
The deflection size of deformed plate 2 increases with the increase of wind speed.Under different wind speed, the effect of keeping out the wind of deformed plate
Fruit is different, can well adapt to the change of wind speed with this wind barrier.Can be with complex optimal controlled strategy wind load
The impact that bridge 5 and vehicle are produced, it is ensured that bridge and vehicle run safety and road-ability；More existing
Wind barrier more intelligent simple, safe and convenient, the economical environment-protective of the ventilative rate of some Mechanical course.Alternatively,
Self adaptation deformed plate 2 uses self adaptation GFRP deformed plate.Self adaptation deformed plate 2 uses light-duty elasticity to mould
Material thin plate.
As shown in Fig. 1, Fig. 3, Fig. 4, Fig. 5 and Fig. 6, in the present embodiment, self adaptation deformed plate 2
First group of opposite plate sidewall is fixed on column by support rail 4.Second group of self adaptation deformed plate 2
Opposite plate sidewall is the freedom portion encorbelmented.
As shown in Fig. 1, Fig. 3, Fig. 4, Fig. 5 and Fig. 6, in the present embodiment, support rail 4 two ends are divided
It is not fixed on corresponding column.The shaft of support rail 4 is affixed with the plate face of self adaptation deformed plate 2.
The non-installing plate face of self adaptation deformed plate 2 is the freedom portion encorbelmented.
As shown in Fig. 1, Fig. 3, Fig. 4, Fig. 5 and Fig. 6, in the present embodiment, support rail 4 is vertically solid
It is connected on the sidewall of column, and/or support rail 4 is diagonal on the sidewall of column.
As shown in Figure 1, Figure 2, shown in Fig. 3, Fig. 4, Fig. 5 and Fig. 6, in the present embodiment, self adaptation deforms
Between plate 2 with support rail 4 use some is connected, line connect, face connection at least one.Can root
Different connected modes is selected with the feature of wind direction, to reach Automatic adjusument self adaptation deformed plate 2 according to blast
The purpose of deflection, also can improve the stability of self adaptation deformed plate 2 simultaneously.
As shown in Figure 1, Figure 2, shown in Fig. 3, Fig. 4, Fig. 5 and Fig. 6, in the present embodiment, self adaptation deforms
With bolts, welding between plate 2 with support rail 4, build-in be connected, at least one in clamping.
The side plate face of self adaptation deformed plate 2 is affixed with support rail 4, or self adaptation deformed plate 2 is held on
Between two support rails 4.Different connected modes can be selected with the feature of wind direction according to blast, with
Reach the purpose of the deflection of Automatic adjusument self adaptation deformed plate 2, also can improve self adaptation deformation simultaneously
The stability of plate 2.
In the present embodiment, the rotation angle position that support rail 4 is connected with self adaptation deformed plate 2 is set to arc
Transition.When self adaptation deformed plate 2 carries out deformation adjustment according to blast and wind direction, reduce support rail 4
And the interaction force between self adaptation deformed plate 2, and cause damage.
As shown in Figure 1, Figure 2, shown in Fig. 3, Fig. 4, Fig. 5 and Fig. 6, in the present embodiment, deformation space 3
Including the gap between self adaptation deformed plate 2 and column.Deformation space 3 includes adjacent two self adaptation deformation
Gap between plate 2.Deformation space 3 includes the breach being opened in self adaptation deformed plate 2 edges of boards, breach
For semicircle, half elliptic, polygon, trapezoidal at least one.
As shown in figures 1 to 6, in the present embodiment, the breach of adjacent two self adaptation deformed plates 2 is identical,
And relative symmetry layout.
As shown in Figure 6, in the present embodiment, it is provided with for increasing on the plate face of self adaptation deformed plate 2 or in plate
The reinforcement of splice face intensity.For increasing the color of surface visual effect on the plate face of self adaptation deformed plate 2
Coloured silk, pattern or word.
During enforcement, it is provided that a kind of wind barrier that self adaptation thought is introduced, so as to only optimizing existing wind barrier
Only rely on barrier entity carry out keeping out the wind, the utilize ventilative rate of air vent of quantification and can not change ventilative skill
Art.This form wind barrier is mostly installed at the bridges such as high-speed railway bridge, bridge spanning the sea, high wind area bridge
Face driving by the bigger bridge of air speed influence, in order to ensure the safety traffic of vehicle and bridge pneumatic surely
Qualitative.This utility model mainly utilizes self adaptation GFRP deformed plate to keep out the wind, and creatively utilizes certainly
The natural resiliency deformation of adaptive deformation plate 2 carries out effective baffle and water conservancy diversion to wind.By under different wind speed
The different character of self adaptation deformed plate 2 deformation extent carrys out wind speed situation of change complicated under reform of nature environment.
The deflection determined owing to self adaptation deformed plate 2 can be controlled to produce at a certain wind speed, i.e. different wind speed
The ventilative rate that lower generation is different, and then can ensure that and can produce train-bridge system needs under any wind speed
The ventilative rate of optimum, therefore self adaptation wind barrier can preferably solve complicated natural wind to Loads of Long-span Bridges and
The lateral stability issues of high-speed cruising vehicle, and optimize natural wind and the train parting effect to wind barrier.
Wind barrier is arranged on bridge 5 cross section both sides, and its main body mainly includes self adaptation deformed plate 2.Adaptive strain
Shape plate 2 is thin plate, is fixed on support rail 4, can send out according to the size of the actual blast in thin plate both sides
Raw deformation inwardly and outwardly, is possible not only to natural wind is carried out baffle and water conservancy diversion, it is also possible to train
Wind carries out baffle and water conservancy diversion.Support rail 4 is fixed on support post 1.Interspace in advance 3 ensure that from
Adaptive deformation plate 2 preferably deforms.Support post 1 and support rail 2 material usable intensity be high,
The materials such as the metal that durability is strong are made, to meet longer service life.Self adaptation deformed plate 2 uses
Light-duty elastoplast thin plate or other new material thin plates with certain stiffness are made, and enable to meet
The deflection of needs is produced under different wind speed.The setting height(from bottom) of support post 1 and self adaptation deformed plate 2 is same
General wind barrier height, fitting limit is the wind speed large area needing to arrange wind barrier.This utility model
Adapt to the environment of different wind speed, have various structures, powerful, be easily installed, the feature such as attractive in appearance.
Self adaptation deformed plate 2 separates with support rail 4 and makes deformed plate easily dismount, it is simple to change after fatigue of materials.
Thering is provided a kind of self adaptation wind barrier, wind barrier is arranged on bridge 5 cross section both sides, vertical including supporting
Post 1, self adaptation deformed plate 2, reserved hole (deformation space 3), support rail 4.Self adaptation deformed plate
2 deformation cause the gross area of space increments and reserved hole (deformation space 3) and the gross area of wind barrier
Percentage ratio be actual ventilative rate.Support post 1 material is made up of light metal or other materials, overall
Structure is lighter.Support post 1 and support rail semi-finals degree draw according to different wind speed.Self adaptation deforms
Plate 2 utilizes the occlusion effect of deformed plate that natural wind or train parting are carried out baffle, utilizes self adaptation to deform
The change that the material deformation characteristic of plate and installation fixing position are put carries out water conservancy diversion.The material of the deformed plate of zones of different
The difference that material characteristic and installation fixing position are put, it is therefore intended that obtain self adaptation deformation under the most different wind speed
The deflection of plate, in the case of can making bridge 5 and train be in optimum ventilative rate under any wind speed.
Meanwhile, there is the advantage of " strong wind large deformation, little wind small deformation ", be possible not only to improve support post 1
Stressing conditions with support rail 4, it is also possible to avoid making bridge or train either one by excessive wind
Load, affects driving safety.Self adaptation deformed plate 2 can to inside and outside deform, it is possible to more preferably
Ground adapts to actual bridge floor wind load situation (including High-Speed Trains etc.).By the baffle of self-adapting changeable,
The control wind effect of the control more existing perforating wind barrier with certain air vent of wind effect of water conservancy diversion wind barrier
It is preferred, wind barrier more intelligent simple, safe and convenient, the saving ring of the ventilative rate of more existing Mechanical course
Protect.Self adaptation deformed plate 2 meets and produces specific deflection under different wind speed.Self adaptation deformed plate 2
Kind can use diversification, except double cantalever type self adaptation deformed plate can also use single swing arm type adaptive
Answer the multiple pattern such as deformed plate, simply-support self adaptation deformed plate.Different types of self adaptation deformed plate 2 is big
I is standardized, it is simple to batch production.Being coated with in different colors of different types of self adaptation deformed plate 2,
Pattern, word, present different scenes under the conditions of different distortion amount, adds beautiful unit to wind barrier
Element.3 types that interspace in advance can be made up of circle, ellipse, rectangle, prismatic, polygon etc., it is desirable to
Its minimum dimension is more than adjacent self adaptation deformed plate 2 minimum spacing, facilitates deformed plate freely to deform.
3 sizes that interspace in advance freely deform for convenience of self adaptation deformed plate 2 and are as the criterion, it is possible to a certain degree
On be beneficial to obtain train-bridge system under any wind speed, be in optimal ventilative rate situation.Support rail 4 is fixed
On support post 1.Self adaptation deformed plate 2 is arranged on support rail 4, and increases certain rigidity,
Control ventilative rate in order to assisting.Support rail 4 is made use by the bigger light metal of rigidity or other materials
Deform with support self adaptation deformed plate 2.
This utility model, for the self adaptation wind barrier of garage's bridge, utilizes self adaptation deformed plate self-stiffness
Carry out baffle, utilize the less characteristic of deformed plate elastic deformation characteristic, rigidity, fixing different boundary type to become
The characteristic self adaptation wind speed sizes such as shape different qualities carry out intelligent baffle, water conservancy diversion.Concrete intelligence baffle,
Water conservancy diversion principle is the characteristic of certain stiffness and the elastic deformation utilizing self adaptation deformed plate so that it is in difference
Produce the deflection of different determinations under wind speed, while keeping out part blast, make air-flow along deformed plate table
Face dissipates water conservancy diversion.The deformed plate that simultaneously can use certain stiffness and size produce need at any wind speed
Under be the wind barrier of optimum ventilative rate.The deflection size of deformed plate increases with the increase of wind speed.No
With under wind speed, the windproof effect of deformed plate is different, can well adapt to the change of wind speed with this wind barrier.
The control wind effect of the more existing perforating wind barrier with certain air vent of excellent performance of keeping out the wind is preferred,
The impact that bridge itself is produced can be reduced；The wind barrier more intelligence of the ventilative rate of more existing Mechanical course
Can simple, safe and convenient, economical environment-protective.Self adaptation deformed plate uses light-duty elastoplast or other green woods
Material is made, and light weight, rigidity are less, easily deformable, corrosion-resistant, and deformed plate and support rail are separately,
Easily the deformed plate damaged is replaced.Self adaptation deformed plate may determine that the convenient rule of different specifications
Modelling produces, deformed plate can carry out different pattern, color, pattern, type design make wind barrier various,
Attractive in appearance.Self adaptation deformed plate uses plastics or other new material thin plates to make, and cost is low, install replacing side
Just, it is easy to promote.After determining that dependence self adaptation deformed plate carries out the juche idea kept out the wind, wind barrier props up
Support column and the Intensity Design of support rail, the rigidity (bullet mould) of deformed plate, size, fixed type need root
According to concrete type of bridge, wind speed size, windproof effect, the impact of bridge and train is carried out many-side and examines
Consider design.
Fig. 1 is double cantalever type self-adapting intelligent type wind barrier schematic diagram described in the utility model, adaptive
Answering deformed plate can use lighter weight, rigidity is less, thickness elastic plastic material system moderate, corrosion resistant
Become to deform, installing, changing and durable use；Support post and support rail then use intensity big,
The materials such as the metal that durability is strong are made and are unlikely to deform to meet and use for a long time, and the strength of materials, tool
Body size can calculate according to concrete wind speed.
Double cantalever type self adaptation wind barrier, its self adaptation deformed plate both can be kept out the wind, again by deformed plate plate face
Air-flow can be made to dissipate water conservancy diversion along plate face bending direction by self-deformation and fixed type.
Double cantalever type self-adapting intelligent type wind barrier, the deformed plate fixed type of zones of different, size
Different with material behavior (rigidity etc.), the deflection of deformed plate under different wind speed can be reached, it is possible to
In the case of making bridge, vehicle or train-bridge system be in optimum ventilative rate；Realize " strong wind large deformation, little
Wind small deformation ", improve the stressing conditions of wind barrier support system, it is to avoid either one is subject to make bridge or train
To excessive wind load, affect driving safety.
Fig. 2 show double cantalever type self-adapting intelligent type wind barrier deployment scenarios on certain railway bridge bridge floor.
The height of wind barrier is with general perforating wind barrier height, and wind barrier is arranged in cross-section of bridge two ends.
Fig. 3 show single swing arm type self-adapting intelligent type wind barrier, with double cantalever type self adaptation shown in Fig. 1
Unlike intelligent wind barrier, the two fixed form is different, same wind speed and commaterial, size
Self adaptation deformed plate, single swing arm type wind barrier with wind speed change ventilation rate change bigger.
Fig. 4 show simply-support self-adapting intelligent type wind barrier.Fig. 5 show diagonal-bracing type self-adapting intelligent
Type wind barrier.Self adaptation deformed plate shown in Fig. 6 have employed different shape, color, pattern and transparent
Degree, keeps out the wind in addition to requirement except meeting, moreover it is possible to meet splendid esthetic requirement.Difference can certainly be stamped
Official documents and correspondence, such as catch-phrase, local humanity, landscape publicity etc..
Described in Fig. 3, described in Fig. 4, described in Fig. 5, illustrating this utility model described in Fig. 6 can be carried out
Extremely abundant windbreak design and configuration design, bring development greatly can to the technology of keeping out the wind, have pole
For wide prospect.
This utility model belongs to high ferro associating fund (U1534206), Chinese Railway head office key project
(2015G002-C) one of research contents, for guaranteeing the offer technical support of bullet train safe operation.
The foregoing is only preferred embodiment of the present utility model, not thereby limit guarantor of the present utility model
Protect scope, every equivalent structure transformation utilizing this utility model description to be made, directly or
Connect and be used in other relevant technical fields, be the most in like manner included in scope of patent protection of the present utility model.
Claims (10)
1. the self adaptation wind barrier for garage's bridge, it is laid in bridge (5) both sides the support post (1) being fixed on bridge (5) including along bridge (5) is longitudinally spaced, it is characterized in that, equipped with at least one piece for keeping out blast and changing ventilative rate and the self adaptation deformed plate (2) of air flow direction by natural resiliency deformation between adjacent two support posts (1), the surrounding of self adaptation deformed plate (2) leaves the deformation space (3) for self adaptation deformed plate (2) elastic deformation, self adaptation deformed plate (2) is assemblied on support post (1) by support rail (4).
Self adaptation wind barrier for garage's bridge the most according to claim 1, it is characterised in that first group of opposite plate sidewall of self adaptation deformed plate (2) is fixed on column by support rail (4)；Second group of opposite plate sidewall of self adaptation deformed plate (2) is the freedom portion encorbelmented.
Self adaptation wind barrier for garage's bridge the most according to claim 1, it is characterized in that, support rail (4) two ends are respectively and fixedly connected with on corresponding column, the shaft of support rail (4) is affixed with the plate face of self adaptation deformed plate (2), and the non-installing plate face of self adaptation deformed plate (2) is the freedom portion encorbelmented.
Self adaptation wind barrier for garage's bridge the most according to claim 3, it is characterised in that support rail (4) is vertically fixed on the sidewall of column, and/or support rail (4) is diagonal on the sidewall of column.
Self adaptation wind barrier for garage's bridge the most according to any one of claim 1 to 4, it is characterised in that between self adaptation deformed plate (2) with support rail (4) use some is connected, line connect, face connection at least one.
Self adaptation wind barrier for garage's bridge the most according to any one of claim 1 to 4, it is characterized in that, with bolts between self adaptation deformed plate (2) with support rail (4), welding, build-in be connected, at least one in clamping；The side plate face of self adaptation deformed plate (2) is affixed with support rail (4), or self adaptation deformed plate (2) is held between two support rails (4).
Self adaptation wind barrier for garage's bridge the most according to any one of claim 1 to 4, it is characterised in that the rotation angle position that support rail (4) is connected with self adaptation deformed plate (2) is set to arc-shaped transition.
Self adaptation wind barrier for garage's bridge the most according to any one of claim 1 to 4, it is characterised in that deformation space (3) includes the gap between self adaptation deformed plate (2) and column；Deformation space (3) includes the gap between adjacent two self adaptation deformed plates (2)；Deformation space (3) includes the breach being opened in self adaptation deformed plate (2) edges of boards, breach be semicircle, half elliptic, polygon, trapezoidal at least one.
Self adaptation wind barrier for garage's bridge the most according to claim 8, it is characterised in that the breach of adjacent two self adaptation deformed plates (2) is identical, and relative symmetry layout.
Self adaptation wind barrier for garage's bridge the most according to any one of claim 1 to 4, it is characterised in that be provided with the reinforcement for increasing plate face intensity on the plate face of self adaptation deformed plate (2) or in plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620293691.3U CN205529852U (en) | 2016-04-10 | 2016-04-10 | A self -adaptation wind protective screen for garage's bridge |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620293691.3U CN205529852U (en) | 2016-04-10 | 2016-04-10 | A self -adaptation wind protective screen for garage's bridge |
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| CN205529852U true CN205529852U (en) | 2016-08-31 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105672118A (en) * | 2016-04-10 | 2016-06-15 | 中南大学 | Self-adaption air barrier used for driving bridge |
-
2016
- 2016-04-10 CN CN201620293691.3U patent/CN205529852U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105672118A (en) * | 2016-04-10 | 2016-06-15 | 中南大学 | Self-adaption air barrier used for driving bridge |
| CN105672118B (en) * | 2016-04-10 | 2018-06-15 | 中南大学 | For the adaptive wind barrier of garage's bridge |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160831 Termination date: 20200410 |