CN203855893U - Hinge-type wind barrier for high-speed railway bridge - Google Patents
Hinge-type wind barrier for high-speed railway bridge Download PDFInfo
- Publication number
- CN203855893U CN203855893U CN201420304782.3U CN201420304782U CN203855893U CN 203855893 U CN203855893 U CN 203855893U CN 201420304782 U CN201420304782 U CN 201420304782U CN 203855893 U CN203855893 U CN 203855893U
- Authority
- CN
- China
- Prior art keywords
- wind
- column
- blade
- barrier
- speed railway
- 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
Landscapes
- Wind Motors (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The utility model discloses a Hinge-type wind barrier for a high-speed railway bridge, which comprises two or more pillars; the pillars are spaced; the bottoms of the pillars are fixed on the ground or bases; one or more wind shielding components for shielding crosswind are arranged between every two adjacent pillars; each wind shielding component comprises two pieces of wind shielding blades for shielding the crosswind and a connecting shaft used for connecting the two pieces of wind shielding blades; the board edges of the two pieces of the wind shielding blades are connected to a group; one or more pieces of wind shielding blades can take the connecting shafts as rotary shafts to rotate. The contact surface shape and the ventilation ratios of the hinge-type wind barrier and the crosswind are regulated by utilizing the rotary opening and closing of the two pieces of wind shielding blades of one wind shielding component. Therefore, the normal design and the operation of the bridge are ensured, and extra cost caused by shielding the crosswind is lowered.
Description
Technical field
The utility model relates to railroad bridge device technique field, is specifically related to a kind of hinge type wind barrier for high-speed railway bridge.
Background technology
Along with developing rapidly of high-speed railway, thing followed bullet train safety problem also embodies one by one.Beam wind is one of threat of bullet train, and train moves the effect that is subject to the lateral force that beam wind causes under beam wind, easily topples, the threat such as derailing, and high wind effect has seriously limited train running speed.For maintaining train operation stability, adopt mode that wind barrier is set in circuit both sides to provide low wind speed running environment for strong wind district train.
Current wind barrier all adopts stationary structure, by reducing ventilative rate and increasing barrier height, guarantees train windproof effect.But the beam wind aerodynamic force that so just causes high wind leeward barrier to be subject to is excessive, brought fatigue problem to wind barrier.Meanwhile, wind barrier is fixed on bridge, and the wind load acting on barrier is delivered to bridge construction, makes bridge bear huge wind load, has brought very large problem to bridge design and operation.
Therefore, study a kind of novel hinge type wind barrier for high-speed railway bridge, become technical problem urgently to be resolved hurrily.
Utility model content
In order to make up the defect of prior art, the utility model patent provides a kind of hinge type wind barrier for high-speed railway bridge, by increase the ventilative rate of wind barrier under high wind, reduces wind load.To solve existing fixed wind barrier in the fatigue failure that continues to produce under beam wind effect; Wind barrier is delivered to bridge by the high-strength wind load being subject to, thereby causes the technical problem of bridge collapse.
In order to realize above-mentioned technical purpose, the technical scheme of the utility model patent is: a kind of hinge type wind barrier for high-speed railway bridge, comprise at least two root posts, between column, leave spacing, column bottom fix on the ground or base on, between adjacent two root posts, be provided with at least one in order to stop the assembly that keeps out the wind of beam wind, the assembly that keeps out the wind comprises that two in order to stop the blade and in order to connect the connecting axle of two blades that keep out the wind of keeping out the wind of beam wind, the edges of boards of two blades that keep out the wind connect in groups by connecting axle, at least a slice blade that keeps out the wind can rotate along connecting axle.
Preferably, connecting axle two ends are connected on the column of end.
Preferably, on connecting axle and/or the blade that keeps out the wind, be provided with in order to control the controller of keep out the wind blade rotary angle and rotary speed.
Preferably, keep out the wind and be provided with to respond to the wind sensor of wind-force on assembly; Wind sensor connects controller.
Preferably, connecting axle and/or the blade that keeps out the wind are provided with the position-limit mechanism in order to the spacing distance between blade tip and column of keeping keeping out the wind.
Preferably, keep out the wind blade all along the direction laying perpendicular to column; Or keep out the wind blade all with column oblique.
Preferably, the assembly that keeps out the wind is provided with in order to the keep out the wind angle positioning of blade rotary angle of restriction.
Preferably, angle positioning is at least one in alignment pin, locating clip, retainer spring, spring hinge, Location resilient piece.
Preferably, column is along arranged in a straight line, and the arrangement straight line of column is parallel with the rail on railroad bridge.
Preferably, column comprises the first column of arranging near rail and the second column of arranging away from rail; The first column and the second column are intervally arranged.
The beneficial effects of the utility model are:
The utility model is for the hinge type wind barrier of high-speed railway bridge, by the mode of the assembly that keeps out the wind is set between two adjacent upright, utilize the rotating folding adjustable hinge formula wind barrier of two blades that keep out the wind and contact surface form and the ventilative rate of beam wind of the assembly that keeps out the wind.The blade that keeps out the wind changes rotating folding angle according to the wind-force size of beam wind, and during in the face of little air quantity beam wind, the blade that keeps out the wind that closes up state by rotation low-angle carries out changing ventilative time beam wind flow direction; During in the face of Wind Volume beam wind, two blade rotaries that keep out the wind are to the state being completely integrated, beam wind directly sees through by the gap of keeping out the wind between assembly, reduce Wind Volume beam wind for the wind action power of hinge type wind barrier, thereby reduce hinge type wind barrier and pass to lower bridge beam action, ensure the normal design of bridge and operation, reduce the extra cost that opposing beam wind causes.
Below in conjunction with accompanying drawing, the utility model patent is described further.
Accompanying drawing explanation
Fig. 1 is the structural representation of the hinge type wind barrier for high-speed railway bridge of the utility model embodiment;
Fig. 2 is the structural representation of the hinge type wind barrier for high-speed railway bridge in original state of the utility model embodiment;
Fig. 3 is the structural representation of the hinge type wind barrier for high-speed railway bridge of 30 ° of the blade rotaries of keeping out the wind of the utility model embodiment;
Fig. 4 is the keep out the wind structural representation of the hinge type wind barrier for high-speed railway bridge of blade while merging of the blade rotary to two slice that keeps out the wind of the utility model embodiment;
Fig. 5 is the structural representation that is arranged on the hinge type wind barrier for high-speed railway bridge on railroad bridge of the utility model embodiment;
Fig. 6 is the top view of Fig. 5;
Fig. 7 is the pressure cloud atlas of the hinge type wind barrier for high-speed railway bridge that has 45 ° of corners of car state 10m/s beam wind lower block air blade rotation of the utility model embodiment;
Fig. 8 is the speed vector figure of the hinge type wind barrier for high-speed railway bridge that has 45 ° of corners of car state 10m/s beam wind lower block air blade rotation of the utility model embodiment;
Fig. 9 be the utility model embodiment without car time 10m/s beam wind lower block air blade rotation 45 ° of corners the pressure cloud atlas of the hinge type wind barrier for high-speed railway bridge;
Figure 10 be the utility model embodiment without car time 10m/s beam wind lower block air blade rotation 45 ° of corners the speed vector figure of the hinge type wind barrier for high-speed railway bridge.
Wherein 1 is column, and 2 is the assembly that keeps out the wind, 201, the blade that keeps out the wind, and 202 is connecting axle.
The specific embodiment
Below to the further illustrating of the utility model patented technology content, but the not restriction to the utility model patent flesh and blood.
Fig. 1 is the structural representation of the hinge type wind barrier for high-speed railway bridge of the utility model embodiment; Fig. 2 is the structural representation of the hinge type wind barrier for high-speed railway bridge in original state of the utility model embodiment; Fig. 3 is the structural representation of the hinge type wind barrier for high-speed railway bridge of 30 ° of the blade rotaries of keeping out the wind of the utility model embodiment; Fig. 4 is the keep out the wind structural representation of the hinge type wind barrier for high-speed railway bridge of blade while merging of the blade rotary to two slice that keeps out the wind of the utility model embodiment; Fig. 5 is the structural representation that is arranged on the hinge type wind barrier for high-speed railway bridge on railroad bridge of the utility model embodiment; Fig. 6 is the top view of Fig. 5; Fig. 7 is the pressure cloud atlas of the hinge type wind barrier for high-speed railway bridge that has 45 ° of corners of car state 10m/s beam wind lower block air blade rotation of the utility model embodiment; Fig. 8 is the speed vector figure of the hinge type wind barrier for high-speed railway bridge that has 45 ° of corners of car state 10m/s beam wind lower block air blade rotation of the utility model embodiment; Fig. 9 be the utility model embodiment without car time 10m/s beam wind lower block air blade rotation 45 ° of corners the pressure cloud atlas of the hinge type wind barrier for high-speed railway bridge; Figure 10 be the utility model embodiment without car time 10m/s beam wind lower block air blade rotation 45 ° of corners the speed vector figure of the hinge type wind barrier for high-speed railway bridge.
As shown in Figure 1, a kind of hinge type wind barrier for high-speed railway bridge of the utility model embodiment, comprise at least two root posts 1, between column 1, leave spacing, column 1 bottom fix on the ground or base on, between adjacent two root posts 1, be provided with at least one in order to stop the assembly 2 that keeps out the wind of beam wind, the assembly 2 that keeps out the wind comprises that two in order to stop the blade 201 and in order to connect the connecting axle 202 of two blades 201 that keep out the wind of keeping out the wind of beam wind, the edges of boards of two blades 201 that keep out the wind connect in groups by connecting axle 202, at least a slice keep out the wind blade 201 can be along connecting axle 202 rotation.The utility model is for the hinge type wind barrier of high-speed railway bridge, by the mode of the assembly that keeps out the wind is set between two adjacent upright, utilize the rotating folding adjustable hinge formula wind barrier of two blades that keep out the wind and contact surface form and the ventilative rate of beam wind of the assembly that keeps out the wind.The blade that keeps out the wind changes rotating folding angle according to the wind-force size of beam wind, and during in the face of little air quantity beam wind, the blade that keeps out the wind that closes up state by rotation low-angle carries out changing ventilative time beam wind flow direction; During in the face of Wind Volume beam wind, two blade rotaries that keep out the wind are to the state being completely integrated, beam wind directly sees through by the gap of keeping out the wind between assembly, reduce Wind Volume beam wind for the wind action power of hinge type wind barrier, thereby reduce the effect that hinge type wind barrier passes to bottom bridge c, ensure the normal design of bridge c and operation, reduce the extra cost that opposing beam wind causes.
As shown in Figure 1, Figure 2, shown in Fig. 3, Fig. 4, Fig. 5 and Fig. 6, it is also, connecting axle 202 two ends are connected on the column 1 of end.
It is also, is provided with in order to control the controller of keep out the wind blade 201 anglecs of rotation and rotary speed on connecting axle 202 and/or the blade 201 that keeps out the wind.
It is also, is provided with to respond to the wind sensor of wind-force on the assembly 2 that keeps out the wind; Wind sensor connects controller.
It is also, connecting axle 202 and/or the blade 201 that keeps out the wind are provided with the position-limit mechanism in order to the spacing distance between blade 201 ends and column 1 of keeping keeping out the wind.
It is also, the blade 201 that keeps out the wind is all laid along the direction perpendicular to column 1; Or keep out the wind blade 201 all with column 1 oblique.
It is also, the assembly 2 that keeps out the wind is provided with in order to the keep out the wind angle positioning of blade 201 anglecs of rotation of restriction.
It is also, angle positioning is at least one in alignment pin, locating clip, retainer spring, spring hinge, Location resilient piece.
As shown in Figure 1, Figure 2, shown in Fig. 3, Fig. 4, Fig. 5 and Fig. 6, it is also, column 1 is along arranged in a straight line, and the arrangement straight line of column 1 is parallel with the rail on railroad bridge.
It is also, column 1 comprises the first column of arranging near rail and the second column of arranging away from rail.
It is also, the first column and the second column are intervally arranged.
During enforcement, by adjusting blade 201 anglecs of rotation of keeping out the wind, change the size of ventilative rate.Because its form is as butterfly hinge, herein by its called after " hinge-shaped wind barrier " (Hinge-Type Wind Barriers).
The utility model is for the hinge type wind barrier of high-speed railway bridge, and two blades 201 that keep out the wind are connected by hinge (connecting axle 202), and relatively rotate and change ventilative area with this around same axle, and rotation angle range is 0 °-90 °.When blade 201 anglecs of rotation of keeping out the wind are 0 °, be assumed to original state, be equivalent to arrange airfast wind barrier, now ventilative rate is 0, stops that incoming flow effect is maximum; When the angle of cut is 90 °, be equivalent to arrange horizontal paling form wind barrier, now in full open position, ventilative rate is maximum, and most incoming flows all can see through, and are conducive to high wind and do the protection of used time to wind barrier and bridge.Because the blade that keeps out the wind has certain thickness, its end is made into slope and can guarantees to pivot unimpeded, can close completely.Whole barrier, is arranged at a certain distance the rotatable blade 201 that keeps out the wind is installed between 1, two column 1 of column by anchor connection on the bridge floor edge of a wing.
This device is also to realize the object that changes wind barrier height by changing keep out the wind blade 201 height and blade 201 quantity of keeping out the wind of monolithic.Be to change angle and reach the object that changes ventilative rate and airflow direction water conservancy diversion.
The utility model is for the hinge type wind barrier of high-speed railway bridge, by the variation of the anglec of rotation, can also change the angle of cut of incoming flow and blade, fluid out of plumb act on keeps out the wind on blade 201, and produce contrary vertical velocity between two hinges (assembly 2 keeps out the wind), this partial velocity will be offset, consumption kinetic energy has reduced impact, has reduced the impact of incoming flow to wind barrier.
The utility model, for the hinge type wind barrier of high-speed railway bridge, has reduced the speed of fluid after wind barrier, thereby has reduced the impact to train, and it is better that aeroperformance is compared common wind barrier.
Can change blade angle according to the wind speed of incoming flow and the wind angle of attack etc., can be divided into active and two kinds of modes of passive type.For example, by establish monitoring wind field device at work point place, obtain wind field data, or on wind barrier sensor installation, and send data to electronic intelligence system and control the modes such as blade angle and realize ACTIVE CONTROL, be called active; Or forming spring hinge at axis of rotation mounting spring device, the mode that the wind-force by incoming flow directly blows top blade changes the modes such as blade angle and realizes passive rotation, is similar to the operating principle of swinging door, is called passive type.
When the anglec of rotation is little compared with hour ventilative rate, can stop to greatest extent incoming flow, be the running environment of a low wind speed of train creation.When the anglec of rotation is larger, allow incoming flow major part to see through, on bridge, during train operation or under high wind state, reduce the wind load of bridge and the wind load of wind barrier itself.
H is wind barrier height, and h is the blade height of keeping out the wind, and b is the vane thickness that keeps out the wind, and β is the anglec of rotation, and L is the spacing between column.These parameters all can be adjusted in conjunction with correlative study according to actual track.
The utility model is applicable to all kinds of high-speed railway bridges, particularly Longspan Bridge.Can improve this aeroperformance in strong wind of running train, bridge and barrier, improve the force-bearing situation of bridge construction and accessory structure thereof, barrier structure, improve fatigue life, improve the service level of whole rail track.
The utility model belongs to one of primary study content of project of national nature science fund project (51178471,51322808), for running train aeroperformance and safety traffic provide more accurate wind tunnel test means, thereby for the technical support that provides of bullet train safe operation is provided.
The foregoing is only preferred embodiment of the present utility model; not thereby limit the scope of the claims of the present utility model; every equivalent structure transformation that utilizes the utility model description to do; or be directly or indirectly used in other relevant technical fields, be all in like manner included in scope of patent protection of the present utility model.
Claims (10)
1. the hinge type wind barrier for high-speed railway bridge, comprise at least two root posts (1), column leaves spacing between (1), column (1) bottom fix on the ground or base on, it is characterized in that, between adjacent two root posts (1), be provided with at least one in order to stop the assembly that keeps out the wind (2) of beam wind, the assembly (2) that keeps out the wind comprises that two in order to stop the blade that keeps out the wind (201) of beam wind and in order to connect the connecting axle (202) of two blades that keep out the wind (201), the edges of boards of two blades that keep out the wind (201) connect in groups by connecting axle (202), at least a slice blade (201) that keeps out the wind can rotate along connecting axle (202).
2. the hinge type wind barrier for high-speed railway bridge according to claim 1, is characterized in that, connecting axle (202) two ends are connected on the column (1) of end.
3. the hinge type wind barrier for high-speed railway bridge according to claim 1, it is characterized in that, on connecting axle (202) and/or the blade that keeps out the wind (201), be provided with in order to control the controller of keep out the wind blade (201) anglec of rotation and rotary speed.
4. the hinge type wind barrier for high-speed railway bridge according to claim 3, is characterized in that, is provided with to respond to the wind sensor of wind-force on the assembly that keeps out the wind (2); Wind sensor connects controller.
5. according to the hinge type wind barrier for high-speed railway bridge described in any one in claim 1 to 4, it is characterized in that, connecting axle (202) and/or the blade that keeps out the wind (201) are provided with the position-limit mechanism in order to the spacing distance between blade (201) end and column (1) of keeping keeping out the wind.
6. according to the hinge type wind barrier for high-speed railway bridge described in any one in claim 1 to 4, it is characterized in that, the blade that keeps out the wind (201) is all laid along the direction perpendicular to column (1); Or the blade that keeps out the wind (201) all with column (1) oblique.
7. according to the hinge type wind barrier for high-speed railway bridge described in any one in claim 1 to 4, it is characterized in that, the assembly that keeps out the wind (2) is provided with in order to limit the angle positioning of blade (201) anglec of rotation of keeping out the wind.
8. the hinge type wind barrier for high-speed railway bridge according to claim 7, is characterized in that, angle positioning is at least one in alignment pin, locating clip, retainer spring, spring hinge, Location resilient piece.
9. according to the hinge type wind barrier for high-speed railway bridge described in any one in claim 1 to 4, it is characterized in that, column (1) is along arranged in a straight line, and the arrangement straight line of column (1) is parallel with the rail on railroad bridge.
10. according to the hinge type wind barrier for high-speed railway bridge described in any one in claim 1 to 4, it is characterized in that, column (1) comprises the first column of arranging near rail and the second column of arranging away from rail; The first column and the second column are intervally arranged.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420304782.3U CN203855893U (en) | 2014-06-10 | 2014-06-10 | Hinge-type wind barrier for high-speed railway bridge |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420304782.3U CN203855893U (en) | 2014-06-10 | 2014-06-10 | Hinge-type wind barrier for high-speed railway bridge |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203855893U true CN203855893U (en) | 2014-10-01 |
Family
ID=51605760
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420304782.3U Expired - Fee Related CN203855893U (en) | 2014-06-10 | 2014-06-10 | Hinge-type wind barrier for high-speed railway bridge |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203855893U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104047238A (en) * | 2014-06-10 | 2014-09-17 | 中南大学 | Hinge type wind barrier for high speed railway bridge |
| CN104404867A (en) * | 2014-11-28 | 2015-03-11 | 中铁第一勘察设计院集团有限公司 | High-speed rail piece type channel beam wind shielding structure |
| CN113512933A (en) * | 2021-05-15 | 2021-10-19 | 石家庄铁道大学 | Wind-resistant enclosure structure for large-span bridge |
-
2014
- 2014-06-10 CN CN201420304782.3U patent/CN203855893U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104047238A (en) * | 2014-06-10 | 2014-09-17 | 中南大学 | Hinge type wind barrier for high speed railway bridge |
| CN104404867A (en) * | 2014-11-28 | 2015-03-11 | 中铁第一勘察设计院集团有限公司 | High-speed rail piece type channel beam wind shielding structure |
| CN113512933A (en) * | 2021-05-15 | 2021-10-19 | 石家庄铁道大学 | Wind-resistant enclosure structure for large-span bridge |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104047238A (en) | Hinge type wind barrier for high speed railway bridge | |
| CN104032684A (en) | Combined wind shield for high-speed railway bridge | |
| CN104032683A (en) | Shutter type wind shield for high-speed railway bridge | |
| CN203855893U (en) | Hinge-type wind barrier for high-speed railway bridge | |
| CN105388926A (en) | Air blowing method for controlling vortex-induced vibration of large-span bridge steel box girder | |
| CN109778728B (en) | Wind barrier convenient for adjusting ventilation rate for bridge | |
| CN111831012B (en) | Intelligent adjustable wind barrier system on bridge and control method thereof | |
| CN111101436A (en) | Bridge wind barrier device and using method thereof | |
| CN106400707A (en) | Self-rotary air barriers used for bridge for vehicles | |
| CN203688194U (en) | Angle of wind deflection conversion device for large-span bridge wind tunnel testing | |
| WO2012079711A2 (en) | Twin turbine system which follows the wind/water (windtracker), for wind and/or water power | |
| CN104404894A (en) | High-speed rail bridge wind shielding structure wind shielding plate | |
| CN107873066B (en) | Device for damping vibrations of a bridge | |
| CN103437327A (en) | Intermediately-hinged upturning steel gate | |
| CN101967801A (en) | Wind-break wall of high speed railway | |
| CN203904858U (en) | Shutter type wind barrier for high-speed railway bridge | |
| CN102720146B (en) | Rotary mechanical sand barrier | |
| CN206667027U (en) | Bridge with air deflector mechanism | |
| CN111119031A (en) | Device for inhibiting bridge flutter and using method thereof | |
| CN204803773U (en) | Highway wind protective screen stand fixing device | |
| WO2012073813A1 (en) | Propeller type windmill and wind power generation apparatus | |
| CN108266314B (en) | A kind of H-type wind power generating set with vertical shaft with symmetrical split blade | |
| CN202416336U (en) | Enclosed concrete windproof open cut tunnel for strong wind areas | |
| CN202047722U (en) | Two-wing automatic rotating door with movable rail adjustment pull rack | |
| CN106351794A (en) | High-altitude wind energy comprehensive utilization engineering concept |
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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20141001 Termination date: 20180610 |