CN208430446U - A kind of Wind-resistance of Bridges device - Google Patents

A kind of Wind-resistance of Bridges device Download PDF

Info

Publication number
CN208430446U
CN208430446U CN201820550143.3U CN201820550143U CN208430446U CN 208430446 U CN208430446 U CN 208430446U CN 201820550143 U CN201820550143 U CN 201820550143U CN 208430446 U CN208430446 U CN 208430446U
Authority
CN
China
Prior art keywords
wind deflector
shell
wind
stiffening plate
arc
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
Application number
CN201820550143.3U
Other languages
Chinese (zh)
Inventor
王朝勇
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Che Chaojian
Henan Hengtong Highway and Bridge Construction Co.,Ltd.
Original Assignee
Chengdu Xinsheng Biotechnology Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Chengdu Xinsheng Biotechnology Co Ltd filed Critical Chengdu Xinsheng Biotechnology Co Ltd
Priority to CN201820550143.3U priority Critical patent/CN208430446U/en
Application granted granted Critical
Publication of CN208430446U publication Critical patent/CN208430446U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Bridges Or Land Bridges (AREA)

Abstract

The utility model discloses a kind of Wind-resistance of Bridges devices, it includes pedestal, wind deflector and wind deflector, pedestal is equipped with two root posts, wind deflector includes shell, the section of shell is triangle, and the arc-shaped chamfering in top of shell, main stiffening plate is equipped in shell, main stiffening plate is arranged along the length direction of shell, main stiffening plate is respectively arranged on the left side and the right side muti-piece pair stiffening plate, the inner space of shell is separated into multiple filling spaces by muti-piece pair stiffening plate, it fills and is filled with foams in space, multiple wind deflector intervals are fixed on the lateral surface of two root posts, and the arc end of wind deflector is towards the outside of column, wind deflector is arc-shaped, the upper end of wind deflector and the inside of two root posts are hinged, the lower end of wind deflector is connected with spring, spring is connect with column, wind deflector is equipped with multiple acclivitous air holes.The utility model can effectively improve anti-beam wind ability.

Description

A kind of Wind-resistance of Bridges device
Technical field
The utility model relates to wind resistance technical fields, more particularly to a kind of Wind-resistance of Bridges device.
Background technique
With the development of science and technology the speed of service of automobile is very fast, especially when by road and bridge, in horizontal wind action Under, automotive aerodynamics penalty, air drag, lift and cross force increase sharply, and will lead to automobile drift when serious Or topple, serious peril is caused, causes heavy losses to the transport of road.
Utility model content
The utility model can effectively improve anti-beam wind mainly solving the technical problems that provide a kind of Wind-resistance of Bridges device Ability.
In order to solve the above technical problems, the technical solution that the utility model uses is: providing a kind of Wind-resistance of Bridges dress It sets, including pedestal, wind deflector and wind deflector, the pedestal is equipped with two root posts, and the wind deflector includes shell, the shell Section be triangle, and the arc-shaped chamfering in top of the shell is equipped with main stiffening plate, the main stiffening plate in the shell Length direction along the shell is arranged, and the main stiffening plate is respectively arranged on the left side and the right side muti-piece pair stiffening plate, the muti-piece The inner space of shell is separated into multiple filling spaces by secondary stiffening plate, is filled with foams, Duo Gesuo in the filling space State the lateral surface that wind deflector interval is fixed on the two root posts, and the arc end of the wind deflector is towards the outside of column, institute State that wind deflector is arc-shaped, the upper end of the wind deflector and the inside of the two root posts are hinged, the lower end connection of the wind deflector There is spring, the spring is connect with column, and the wind deflector is equipped with multiple acclivitous air holes.
The beneficial effects of the utility model are: be in contrast to the prior art, the utility model by column Wind deflector is arranged in outside, wind deflector is arranged in inside, the housing section of wind deflector is triangle, can effectively change and act on bridge Aerodynamic force on beam, wind deflector are equipped with acclivitous air holes, and the upper end of wind deflector and column are hinged, when beam wind wind-force increases When, wind deflector can be blown afloat to certain angle, but beam wind can change wind direction by air holes, become wind direction obliquely, thus will not Automobile is had an impact, so as to effectively improve anti-beam wind ability.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model embodiment Wind-resistance of Bridges device.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model Clearly and completely describing, it is clear that described embodiment is only a part of the embodiment of the utility model, rather than whole Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work Every other embodiment obtained, fall within the protection scope of the utility model.
It refering to fig. 1, is the structural schematic diagram of the utility model embodiment Wind-resistance of Bridges device, the utility model embodiment Wind-resistance of Bridges device includes pedestal 1, wind deflector 2 and wind deflector 3, and pedestal 1 is equipped with two root posts 11, and wind deflector 3 includes shell 31, the section of shell 31 is triangle, and the arc-shaped chamfering in top of shell 31, is equipped with main stiffening plate 32 in shell 31, it is main plus Strong plate 32 is arranged along the length direction of shell 31, and main stiffening plate 32 is respectively arranged on the left side and the right side muti-piece pair stiffening plate 33, muti-piece The inner space of shell 31 is separated into multiple filling spaces by secondary stiffening plate 33, is filled and is filled with foams 34 in space, multiple Wind deflector 3, which is spaced, is fixed on the lateral surfaces of two root posts 11, and the arc end of wind deflector 3 is towards the outside of column 11, wind deflector 2 Arc-shaped, the upper end of wind deflector 2 and the inside of two root posts 11 are hinged, and the lower end of wind deflector 2 is connected with spring 21, spring 21 with Column 11 connects, and wind deflector 2 is equipped with multiple acclivitous air holes 22.
The section of wind deflector 3 is the triangle streamline shape that end is arc angling, and it is steady can to significantly improve Wind-resistance of Bridges It is qualitative, it is effective to change the aerodynamic force acted on bridge, lower the flutter of bridge entirety;There are multiple fillings inside wind deflector 3 Filled and process body in space is filled in space, be can be reduced weight of wind deflector 3 itself and the bulk strength improved, is increased Whole resistance to corrosion, reduces the care and maintenance in equipment later period.
When beam wind wind-force is smaller, beam wind is dredged by wind deflector 3, and beam wind is dispersed on wind deflector 2, if kept out the wind Plate 2 is not blown afloat, then wind deflector 2 is dredged by 22 pairs of the air holes air-flows by its surface, if beam wind wind-force compared with When big, wind deflector 2 is blown afloat, but plays the role of spring 21, and wind deflector 2 can keep an inclined angle, and wind deflector 2 passes through Acclivitous air holes 22 changes the wind direction of air-flow, and air-flow, which is directed to, blows to oblique upper, thus automobile will not be had an impact, After the beam wind abatement of wind, the homing under the action of the spring 21 of wind deflector 2.
The above description is only the embodiments of the present invention, and therefore it does not limit the scope of the patent of the utility model, all Equivalent structure or equivalent flow shift made based on the specification and figures of the utility model, is applied directly or indirectly in Other related technical areas are also included in the patent protection scope of the utility model.

Claims (1)

1. a kind of Wind-resistance of Bridges device, which is characterized in that including pedestal, wind deflector and wind deflector, the pedestal is equipped with two Column, the wind deflector include shell, and the section of the shell is triangle, and the arc-shaped chamfering in top of the shell, institute It states and is equipped with main stiffening plate in shell, the main stiffening plate is arranged along the length direction of the shell, the left and right of the main stiffening plate Two sides are respectively equipped with muti-piece pair stiffening plate, and the inner space of shell is separated into multiple filling spaces by the muti-piece pair stiffening plate, Foams are filled in the filling space, multiple wind deflector intervals are fixed on the lateral surface of the two root posts, and institute The arc end of wind deflector is stated towards the outside of column, the wind deflector is arc-shaped, and the upper end of the wind deflector is vertical with described two The inside of column is hinged, and the lower end of the wind deflector is connected with spring, and the spring is connect with column, and the wind deflector is equipped with more A acclivitous air holes.
CN201820550143.3U 2018-04-18 2018-04-18 A kind of Wind-resistance of Bridges device Expired - Fee Related CN208430446U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820550143.3U CN208430446U (en) 2018-04-18 2018-04-18 A kind of Wind-resistance of Bridges device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201820550143.3U CN208430446U (en) 2018-04-18 2018-04-18 A kind of Wind-resistance of Bridges device

Publications (1)

Publication Number Publication Date
CN208430446U true CN208430446U (en) 2019-01-25

Family

ID=65101772

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201820550143.3U Expired - Fee Related CN208430446U (en) 2018-04-18 2018-04-18 A kind of Wind-resistance of Bridges device

Country Status (1)

Country Link
CN (1) CN208430446U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109916580A (en) * 2019-03-12 2019-06-21 重庆大学 What a kind of wind resistance of steel structure bridge was adjusted automatically supplies control system
CN110792031A (en) * 2019-04-16 2020-02-14 中国公路工程咨询集团有限公司 Bridge main body decoration and mounting method thereof
CN112962479A (en) * 2021-02-22 2021-06-15 中建路桥集团有限公司 Bridge wind-resistant barrier

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109916580A (en) * 2019-03-12 2019-06-21 重庆大学 What a kind of wind resistance of steel structure bridge was adjusted automatically supplies control system
CN109916580B (en) * 2019-03-12 2020-08-04 重庆大学 Self-supply control system for adjusting wind resistance of steel structure bridge
CN110792031A (en) * 2019-04-16 2020-02-14 中国公路工程咨询集团有限公司 Bridge main body decoration and mounting method thereof
CN112962479A (en) * 2021-02-22 2021-06-15 中建路桥集团有限公司 Bridge wind-resistant barrier
CN112962479B (en) * 2021-02-22 2022-03-04 中建路桥集团有限公司 Bridge wind-resistant barrier

Similar Documents

Publication Publication Date Title
CN208430446U (en) A kind of Wind-resistance of Bridges device
CN110804942A (en) Liftable adjust wind protective screen
CN103938559B (en) Flow guiding type wind barrier
CN104404894A (en) High-speed rail bridge wind shielding structure wind shielding plate
CN203795329U (en) Flow guide type wind barrier
CN205474902U (en) A windshield barrier for on bridge highway
CN204753879U (en) Viscoplasticity - prevent bucking power consumption to support
CN201648962U (en) Wind-resistant vibration-attenuating rail
NZ731138A (en) A moveable irrigator
CN209039999U (en) A kind of railroad bridge wind shield barrier reducing strong wind atmosphere Train aerodynamic loading
CN206655152U (en) The height-limiting anticollision device of bridge crane span structure
CN204803773U (en) Highway wind protective screen stand fixing device
CN206486794U (en) A kind of real web-type rigid hanger
CN211312172U (en) Liftable adjust wind protective screen
CN207582377U (en) A kind of highway bridge Anti-knocking stretching structure
CN203593948U (en) Chattering stability optimizing assembly for suspension bridge with slotted truss girder
CN208486185U (en) A kind of road and bridge paravent
CN106515756A (en) Train air grid with adjustable air volume and air direction
CN206267110U (en) One kind is used for urban river Liftable type water retaining device
CN207646638U (en) A kind of energy-absorbing height-limiting frame
CN205827813U (en) A kind of Novel wind-proof guideboard
CN205604477U (en) Multidirectional antidetonation type floor ground movement joint device that shifts
CN204282236U (en) A kind of high-speed railway bridge wind shielding structure verge board
CN101793005A (en) Wind resisting handrail
CN206635685U (en) Assembled bridge limit for height and crashproof structure

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
TR01 Transfer of patent right

Effective date of registration: 20190520

Address after: 456550 No. 1 Wulong Qibin Avenue, Linzhou City, Anyang City, Henan Province

Patentee after: Henan Hengtong Highway and Bridge Construction Co.,Ltd.

Address before: 450003 No. 20, No. 4 Building, 62 Zhenghua Road, Jinshui District, Zhengzhou City, Henan Province

Patentee before: Che Chaojian

Effective date of registration: 20190520

Address after: 450003 No. 20, No. 4 Building, 62 Zhenghua Road, Jinshui District, Zhengzhou City, Henan Province

Patentee after: Che Chaojian

Address before: 610000 Lidu New Town, No. 68 Huayang Street, Tianfu New District, Chengdu City, Sichuan Province

Patentee before: CHENGDU XINSHENG BIOTECHNOLOGY Co.,Ltd.

TR01 Transfer of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20190125

Termination date: 20200418

CF01 Termination of patent right due to non-payment of annual fee