CN106894327A - Bridge with air deflector mechanism - Google Patents
Bridge with air deflector mechanism Download PDFInfo
- Publication number
- CN106894327A CN106894327A CN201710264976.3A CN201710264976A CN106894327A CN 106894327 A CN106894327 A CN 106894327A CN 201710264976 A CN201710264976 A CN 201710264976A CN 106894327 A CN106894327 A CN 106894327A
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- CN
- China
- Prior art keywords
- bridge
- wind
- wind deflector
- plane
- vertical
- 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.)
- Granted
Links
- 210000000481 breast Anatomy 0.000 claims abstract description 8
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 4
- 238000009434 installation Methods 0.000 description 3
- 238000012423 maintenance Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 238000009423 ventilation Methods 0.000 description 2
- 241001080929 Zeugopterus punctatus Species 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012546 transfer Methods 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D4/00—Arch-type bridges
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/02—Piers; Abutments ; Protecting same against drifting ice
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/10—Railings; Protectors against smoke or gases, e.g. of locomotives; Maintenance travellers; Fastening of pipes or cables to bridges
- E01D19/103—Parapets, railings ; Guard barriers or road-bridges
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Abstract
The invention relates to the technical field of bridges, in particular to a bridge with an air deflector mechanism, which comprises a bridge body, wherein the bridge body consists of a bridge floor, a plurality of supporting piers and an arc-shaped arch surface; a bridge deck is arranged on the plurality of supporting piers, and arc-shaped arch surfaces are arranged among the plurality of supporting piers; a plurality of guard rails are correspondingly arranged on two sides of the bridge floor, and fence plates are arranged among the guard rails; the left side and the right side of the breast board are provided with a left diamond-shaped guide hole and a right diamond-shaped guide hole; a transverse air guide hole is formed in the upper part of a support pier between two side ends of the bottom surface of the bridge floor; the bridge body is provided with a plurality of movable air deflectors with fixed angles; the novel bridge has the advantages of being convenient to install and maintain, greatly reducing the wind pressure on the bridge body and prolonging the service life of the bridge.
Description
Technical field
The present invention relates to bridge technology field, more particularly to a kind of bridge with wind deflector mechanism.
Background technology
Bridge refers generally to be erected in rivers,lakes and seas, the structures for making traffic etc. smoothly to pass through.It is modern to adapt to
The transportation industry of high speed development, bridge be also extended to across mountain stream, unfavorable geology or meet other traffic needs and set up make
Current more easily building.Bridge is typically made up of superstructure, substructure, bearing and attached structure, top knot
Structure is across the primary structure of obstacle also known as bridge span structure；Substructure includes abutment, bridge pier and basis.But for span
Big river restocking is provided with bridge, and strong wind piping and druming is often undergone all the year round, constantly to bear larger blast, and cannot be by blast
Transfer, so that bridge depressurizes, extends its service life.
The content of the invention
Defect and deficiency it is an object of the invention to be directed to prior art, there is provided a kind of bridge with wind deflector mechanism
Beam, it is using the wind deflector that some movable and fixed angle are provided with pontic；It has it is easy for installation, it is easy to maintenance,
The blast on pontic can be greatly reduced, extends the service life of bridge.
To achieve the above object, the technical solution adopted by the present invention is：
A kind of bridge with wind deflector mechanism of the present invention, it includes bridge body, and the bridge body is by bridge floor, some
Support bridge pier and arc arch face composition；Bridge floor is installed on some support bridge piers, arc is installed between some support bridge piers
Face；Both sides are correspondingly arranged on some guard rails on the bridge floor, and breast board is provided between some guard rails；Left and right on the breast board
Both sides are provided with left rhombus pilot hole and right rhombus pilot hole；Support bridge socle on the bridge floor bottom surface between two side ends sets
It is equipped with horizontal wind-guiding hole；Some horizontal rotating shafts are provided with the horizontal wind-guiding hole, transverse direction is provided with the horizontal rotating shaft
Guide plate, gap one is provided between two pieces of adjacent each guide plates of horizontal stroke；The arc arch face top left and right sides is correspondingly arranged
There are big arc bridge opening and small arc bridge opening；Left vertical pivot bar and right vertical pivot bar are provided with the big arc bridge opening, the left vertical pivot bar
With fixed wind deflector one and fixed wind deflector two are respectively arranged with right vertical pivot bar；The fixed wind deflector one and fixed wind deflector
Two is corresponding inclined-plane aerofoil, and inclined-plane aerofoil is 20-45 ° with the angle of the dihedral angle of vertical plane；The two of the bridge floor bottom surface
Vertical wind-guiding hole is provided with the support bridge pier of side；Some vertical rotating shafts are provided with the vertical wind-guiding hole, vertically
Vertical wind deflector is installed in rotating shaft；Some transverse directions are provided with the lateral surface of the support bridge pier of the two side ends of the bridge floor bottom surface
Wind guide channel, its bottom surface is provided with water guide road.
Further, the internal face of the left rhombus pilot hole 3 is the inclined-plane one in direction to the left, and the angle on inclined-plane one is
15-30°。
Further, the internal face of the left rhombus pilot hole 3 is the inclined-plane two in direction to the right, and the angle on inclined-plane two is
15-30°。
Further, the height in the gap one is 10-40cm.
After said structure, the present invention has the beneficial effect that：A kind of bridge with wind deflector mechanism of the present invention,
It is using the wind deflector that some movable and fixed angle are provided with pontic；It has it is easy for installation, it is easy to maintenance, can
The blast on pontic is greatly reduced, extends the service life of bridge.
Brief description of the drawings
Fig. 1 is structural representation of the invention；
Description of reference numerals：
1st, bridge floor；2nd, guard rail；3rd, left rhombus pilot hole；4th, right rhombus pilot hole；5th, horizontal wind-guiding hole；6th, horizontal wind-guiding
Road；7th, vertical wind-guiding hole；8th, water guide road；9th, vertical rotating shaft；10th, vertical wind deflector；11st, fixed wind deflector one；12nd, fixation is led
Aerofoil two；13rd, arc arch face；14th, bridge pier is supported；15th, horizontal each guide plate；16th, gap one；17th, big arc bridge opening.
Specific embodiment
The present invention is further illustrated below in conjunction with the accompanying drawings.
As shown in figure 1, a kind of bridge with wind deflector mechanism of the present invention, it includes bridge body, the bridge
Body is made up of bridge floor 1, some support bridge piers 14 and arc arch face 13；Bridge floor 1 is installed on some support bridge piers 14, if the Heavenly Stems and Earthly Branches
Arc arch face 13 is installed between support bridge pier 14；Both sides are correspondingly arranged on some guard rails 2, some guard rails 2 on the bridge floor 1
Between be provided with breast board；
The left and right sides is provided with left rhombus pilot hole 3 and right rhombus pilot hole 4 on the breast board；
The top of support bridge pier 14 on the bottom surface of the bridge floor 1 between two side ends is provided with horizontal wind-guiding hole 5；The horizontal wind-guiding
Some horizontal rotating shafts are provided with hole 5, transverse guide fence 15, two pieces of adjacent each guide plates of horizontal stroke are provided with the horizontal rotating shaft
Gap 1 is provided between 15；
The top left and right sides of the arc arch face 13 is correspondingly arranged on big arc bridge opening 17 and small arc bridge opening；
Left vertical pivot bar and right vertical pivot bar are provided with the big arc bridge opening 17, are respectively provided with the left vertical pivot bar and right vertical pivot bar
There are fixed wind deflector 1 and fixed wind deflector 2 12；The fixed wind deflector 1 and fixed wind deflector 2 12 are corresponding
Inclined-plane aerofoil, inclined-plane aerofoil is 20-45 ° with the angle of the dihedral angle of vertical plane；
Vertical wind-guiding hole 7 is provided with the support bridge pier 14 of the two side ends of the bottom surface of the bridge floor 1；The vertical wind-guiding hole 7
In be provided with some vertical rotating shafts 9, vertical wind deflector 10 is installed in vertical rotating shaft 9；The branch of the two side ends of the bottom surface of the bridge floor 1
Some horizontal wind guide channels 6 are provided with the lateral surface for supportting bridge pier 14, its bottom surface is provided with water guide road 8.
As one kind of the invention preferably, the internal face of the left rhombus pilot hole 3 is the inclined-plane one in direction to the left, tiltedly
The angle in face one is 15-30 °.
As one kind of the invention preferably, the internal face of the left rhombus pilot hole 3 is the inclined-plane two in direction to the right, tiltedly
The angle in face two is 15-30 °.
As one kind of the invention preferably, the height in the gap 1 is 10-40cm.
Operation principle of the invention is as follows：
The design left and right sides end on pontic sets vertical wind-guiding hole 7, and vertical wind-guiding hole 7 is inner to install some movable
Vertical wind deflector 10 with vertical rotating shaft 9；The top of support bridge pier 14 at middle part is provided with horizontal wind-guiding hole 5 on pontic；It is horizontal
To being provided with some transverse guide fences 15 in air-guiding hole hole 5；When strong wind blows to bridge, now because strong wind has wind direction, blow to
During vertical wind deflector 10, transverse guide fence 15 so that vertical wind deflector 10, transverse guide fence 15 rotate, and form equidirectional wind
Road, so that strong wind is quickly through so as to mitigate pontic pressure-bearing.The wind of vertical wind deflector 10 is otherwise opened to, due to the bottom of bridge floor 1
Some horizontal wind guide channels 6 are provided with the lateral surface of the support bridge pier 14 of the two side ends in face, therefore lead to vertical wind deflector 10
Wind is derived from horizontal wind guide channel 6, changes air channel, alleviates strong wind to bridge pressure.
In addition left rhombus pilot hole 3 and right rhombus pilot hole 4 with direction are provided with the breast board of guard rail, it is same big
Fixed wind deflector 1 and fixed wind deflector 2 12, fixed wind deflector 1 and fixed wind deflector two are provided with arc bridge opening 17
12 is also the inclined-plane plate body with angle direction, therefore can have quick ventilation, due to using numerous different ventilation sides
To therefore can greatly decompose blast, so as to mitigate the pressure-bearing of bridge, extend the service life of bridge.
A kind of bridge with wind deflector mechanism of the present invention, it using be provided with pontic it is some it is movable and
The wind deflector of fixed angle；It has it is easy for installation, it is easy to maintenance, can greatly reduce the blast on pontic, extension bridge
Service life.
The above is only better embodiment of the invention, therefore all constructions according to described in present patent application scope,
The equivalent change or modification that feature and principle are done, is included in the range of present patent application.
Claims (4)
1. a kind of bridge with wind deflector mechanism, it is characterised in that：It include bridge body, if the bridge body by bridge floor,
The Heavenly Stems and Earthly Branches support bridge pier and arc arch face composition；Bridge floor is installed on some support bridge piers, arc is installed between some support bridge piers
Arch face；Both sides are correspondingly arranged on some guard rails on the bridge floor, and breast board is provided between some guard rails；It is left on the breast board
Right both sides are provided with left rhombus pilot hole and right rhombus pilot hole；Support bridge socle on the bridge floor bottom surface between two side ends
It is provided with horizontal wind-guiding hole；Some horizontal rotating shafts are provided with the horizontal wind-guiding hole, horizontal stroke is provided with the horizontal rotating shaft
To guide plate, gap one is provided between two pieces of adjacent each guide plates of horizontal stroke；The arc arch face top left and right sides correspondence sets
It is equipped with big arc bridge opening and small arc bridge opening；Left vertical pivot bar and right vertical pivot bar, the left vertical pivot are provided with the big arc bridge opening
Fixed wind deflector one and fixed wind deflector two are respectively arranged with bar and right vertical pivot bar；The fixed wind deflector one and fixed wind-guiding
Plate two is corresponding inclined-plane aerofoil, and inclined-plane aerofoil is 20-45 ° with the angle of the dihedral angle of vertical plane；The bridge floor bottom surface
Vertical wind-guiding hole is provided with the support bridge pier of two side ends；Some vertical rotating shafts are provided with the vertical wind-guiding hole, are erected
To being provided with vertical wind deflector in rotating shaft；Some horizontal strokes are provided with the lateral surface of the support bridge pier of the two side ends of the bridge floor bottom surface
To wind guide channel, its bottom surface is provided with water guide road.
2. a kind of bridge with wind deflector mechanism according to claim 1, it is characterised in that：The left rhombus pilot hole
Internal face be direction to the left inclined-plane one, the angle on inclined-plane one is 15-30 °.
3. a kind of bridge with wind deflector mechanism according to claim 1, it is characterised in that：The left rhombus pilot hole
Internal face be direction to the right inclined-plane two, the angle on inclined-plane two is 15-30 °.
4. a kind of bridge with wind deflector mechanism according to claim 1, it is characterised in that：The height in the gap one
It is 10-40cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710264976.3A CN106894327B (en) | 2017-04-21 | 2017-04-21 | A kind of bridge with wind deflector mechanism |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710264976.3A CN106894327B (en) | 2017-04-21 | 2017-04-21 | A kind of bridge with wind deflector mechanism |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106894327A true CN106894327A (en) | 2017-06-27 |
| CN106894327B CN106894327B (en) | 2019-05-28 |
Family
ID=59197020
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710264976.3A Active CN106894327B (en) | 2017-04-21 | 2017-04-21 | A kind of bridge with wind deflector mechanism |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106894327B (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108193589A (en) * | 2017-11-29 | 2018-06-22 | 江苏阿尔博装饰工程有限公司 | A kind of municipal administration bridge pier base |
| CN109024311A (en) * | 2018-07-16 | 2018-12-18 | 张继莹 | A kind of bridge strengthening device |
| CN110983946A (en) * | 2019-11-27 | 2020-04-10 | 蔡文澜 | Bridge structure based on T-shaped steel structure and multi-arch splicing type combination |
| US11773560B2 (en) * | 2022-03-01 | 2023-10-03 | Shandong University | Poor foundation reinforcement system and reinforcement method based on underground concealed arch structures |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2005083181A1 (en) * | 2004-02-27 | 2005-09-09 | Wardrop Engineering Inc. | Pre-cast stay-in-place deck form panel utilizing a pressure arch |
| CN201553985U (en) * | 2009-04-29 | 2010-08-18 | 彭孝鸿 | Bridge guardrail |
| CN205024589U (en) * | 2015-08-21 | 2016-02-10 | 王翠娟 | Bridge structures convenient to bridge afforestation and washing bridge floor |
| CN205046467U (en) * | 2015-09-16 | 2016-02-24 | 杨少军 | Bridge drainage system |
| CN205501821U (en) * | 2016-04-14 | 2016-08-24 | 谷彦华 | Fixing device is connected to bridge breast board |
| CN206667027U (en) * | 2017-04-21 | 2017-11-24 | 中山市德丰科技服务有限公司 | Bridge with air deflector mechanism |
-
2017
- 2017-04-21 CN CN201710264976.3A patent/CN106894327B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2005083181A1 (en) * | 2004-02-27 | 2005-09-09 | Wardrop Engineering Inc. | Pre-cast stay-in-place deck form panel utilizing a pressure arch |
| CN201553985U (en) * | 2009-04-29 | 2010-08-18 | 彭孝鸿 | Bridge guardrail |
| CN205024589U (en) * | 2015-08-21 | 2016-02-10 | 王翠娟 | Bridge structures convenient to bridge afforestation and washing bridge floor |
| CN205046467U (en) * | 2015-09-16 | 2016-02-24 | 杨少军 | Bridge drainage system |
| CN205501821U (en) * | 2016-04-14 | 2016-08-24 | 谷彦华 | Fixing device is connected to bridge breast board |
| CN206667027U (en) * | 2017-04-21 | 2017-11-24 | 中山市德丰科技服务有限公司 | Bridge with air deflector mechanism |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108193589A (en) * | 2017-11-29 | 2018-06-22 | 江苏阿尔博装饰工程有限公司 | A kind of municipal administration bridge pier base |
| CN109024311A (en) * | 2018-07-16 | 2018-12-18 | 张继莹 | A kind of bridge strengthening device |
| CN110983946A (en) * | 2019-11-27 | 2020-04-10 | 蔡文澜 | Bridge structure based on T-shaped steel structure and multi-arch splicing type combination |
| US11773560B2 (en) * | 2022-03-01 | 2023-10-03 | Shandong University | Poor foundation reinforcement system and reinforcement method based on underground concealed arch structures |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106894327B (en) | 2019-05-28 |
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| TA01 | Transfer of patent application right |
Effective date of registration: 20190130 Address after: 450000 room C260, 1 tower, 96, Ruida Road, Zhengzhou high tech Industrial Development Zone, Henan Applicant after: Zhengzhou integrity Information Technology Co., Ltd. Address before: 528455 Yuehua Road, South District, Zhongshan City, Guangdong Province, No. 2, Yuehua Garden Phase 2, Area A Applicant before: Zhongshan Tak Fung Technology Services Co., Ltd. |
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| TA01 | Transfer of patent application right | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20190401 Address after: 537400 Urban Age 9-18, No. 2 Chengbei Second Road, Beiliu City, Yulin City, Guangxi Zhuang Autonomous Region Applicant after: Guangxi Junwei Construction Engineering Co., Ltd. Address before: 450000 room C260, 1 tower, 96, Ruida Road, Zhengzhou high tech Industrial Development Zone, Henan Applicant before: Zhengzhou integrity Information Technology Co., Ltd. |
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