CN209339020U - A kind of L shape column adds diagonal brace to add baffle bridge wind shielding structure - Google Patents
A kind of L shape column adds diagonal brace to add baffle bridge wind shielding structure Download PDFInfo
- Publication number
- CN209339020U CN209339020U CN201821368829.7U CN201821368829U CN209339020U CN 209339020 U CN209339020 U CN 209339020U CN 201821368829 U CN201821368829 U CN 201821368829U CN 209339020 U CN209339020 U CN 209339020U
- Authority
- CN
- China
- Prior art keywords
- wind
- column
- shape
- diagonal brace
- shielding structure
- 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.)
- Active
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 39
- 239000010959 steel Substances 0.000 claims abstract description 39
- 230000001788 irregular Effects 0.000 claims abstract description 18
- 238000003466 welding Methods 0.000 claims description 4
- 238000010992 reflux Methods 0.000 abstract description 2
- 230000003116 impacting effect Effects 0.000 abstract 1
- 230000000694 effects Effects 0.000 description 8
- 238000010276 construction Methods 0.000 description 5
- 238000009434 installation Methods 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 230000008901 benefit Effects 0.000 description 2
- 239000012530 fluid Substances 0.000 description 2
- 239000006185 dispersion Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000002156 mixing Methods 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
Landscapes
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Abstract
The utility model relates to a kind of L shape columns, and diagonal brace to be added to add baffle bridge wind shielding structure, it keeps out the wind column in the longitudinal arranged in column L shape of T beam flange plate transverse end surface setting, the L shape column that keeps out the wind includes vertical bar and horizon bar two parts, adjacent L shape keep out the wind column vertical bar between be provided with the wind deflector of irregular aperture；L shape, which is kept out the wind, is provided with longitudinal arranged in column diagonal brace between column vertical bar and horizon bar connecting part and T beam bottom portion, oblique steel plate is provided between adjacent diagonal brace, gap is set between oblique steel plate and T beam, diagonal brace and oblique steel plate form the structure of triangular prism shape cavity between T beam lateral outer side and T beam flange plate.Wind load can be effectively reduced to the impact force of vehicle on bridge in this hair utility model, wind load is consumed by the wind deflector turbulent flow of aperture, when impacting the wind-force reflux of train to pavement position, air-flow can be guided to drain downwards by ventilative steel grating, reduce air-flow and spring back over train bottom again, forms a possibility that lifting force increases torque.
Description
Technical field
The utility model relates to bridge structure technical field of buildings, and in particular to a kind of L shape column adds diagonal brace to add baffle bridge
Beam wind shielding structure.
Background technique
Northwest China portion especially Xinjiang region, property weather in inland is obvious, and desert area wind is big, and strong wind repeatedly threatens Lanzhou-Xinjiang iron
Road, South Sinkiang Railway traffic safety and cause overturn etc. serious accidents.According to the existing Lan-xing Railway and South Sinkiang Railway data,
Since opening operation, railway transportation because caused by windburn train derailing, capsizing case 32 rise, damage 111 section of lorry, car 11
Section.Because to stop wheel even more innumerable for train caused by strong wind, transport benefits are seriously affected, undesirable social shadow is also resulted in
It rings.The problems such as withdrawal of train, more speed limit number of days, seriously affect railway operation safety and normal operation.
Most notably beam wind is influenced on vehicle, bridge is located at height in the air, and the threat by this wind load is bigger.At present
Climate characteristic and local lineament for this strong wind, increase wind shielding structure in the windward side of bridge or two sides, to transverse direction
Wind is blocked, and is reduced infringement of the strong wind to train, is reduced the incidence of unsafe accident.
Summary of the invention
The purpose of the utility model is to provide a kind of L shape columns, and diagonal brace to be added to add baffle bridge wind shielding structure, to beam wind into
Row blocks, and prevents beam wind from acting directly on train, and train is caused the generations of unsafe accidents such as to topple.
The technology employed by the present utility model is
A kind of L shape column adds diagonal brace to add baffle bridge wind shielding structure, it is characterised in that:
It keeps out the wind column in the longitudinal arranged in column L shape of T beam flange plate transverse end surface setting, the L shape column that keeps out the wind includes vertical
Bar and horizon bar two parts, adjacent L shape keep out the wind column vertical bar between be provided with the wind deflector of irregular aperture；
L shape keep out the wind be provided between column vertical bar and horizon bar connecting part and T beam bottom portion it is longitudinal it is arranged in column tiltedly
It supports, is provided with oblique steel plate between adjacent diagonal brace, gap is set between oblique steel plate and T beam, and diagonal brace and oblique steel plate are in T beam lateral outer side
The structure of triangular prism shape cavity is formed between T beam flange plate.
T beam flange plate transverse end surface is provided with the column built-in fitting that keeps out the wind, and the keep out the wind horizon bar inner face of column of L shape passes through gear
Wind column built-in fitting is fixed to T beam flange plate transverse end surface, so that L shape be made to keep out the wind column fixed to T beam flange plate.
Adjacent L shape keep out the wind column horizon bar between be provided with lateral pavement horizontal column, pavement horizontal column upper berth
Plate is walked equipped with pavement steel grating.
The lateral outer side in T beam bottom portion is provided with brace embedded part, and diagonal brace lower end is fixed to T beam by brace embedded part, tiltedly
Support upper end and L shape keep out the wind column welded connecting.
The keep out the wind vertical bar of column of L shape is I-steel, and the wind deflector of irregular aperture is laterally inserted into I-shaped steel tank simultaneously
It is bolted.
Oblique steel plate is fixed to ... by welding on diagonal brace.
The wind deflector of irregular aperture is corrugated sheet, and circular hole and slotted hole are distributed with thereon.
The L shape column bridge that keeps out the wind is set at one to spacing 2m, is highly 4m.
L shape keep out the wind column vertical bar top it is inwardly micro-bend.
L shape keep out the wind column horizon bar inside height it is consistent with T beam flange plate.
The utility model has the advantage that
(1) L shape steel column structure is light:
The construction of bridge beam body is smaller, especially the flange plate on the left and right both sides in T beam cross section
Locate smaller, the big wind shielding structure superimposed of construction size, is influenced by structure own wt, T beam construction size
It is difficult to meet requirement.L shape steel column may be calculated after on column part open, reduce the self weight of column.
(2) the waveform wind deflector of irregular aperture can consume wind-force, reduce structure stress:
By the irregular hole interlaced arrangement such as opened round, ellipse, triangle, rectangle on paravent, cause
Wind direction and the wind-force for crossing waveform wind deflector are strong and weak different.Irregular aperture forms turbulent flow, consumes mutually, reduces wind speed.It opens parallel
Kong Hou, a part of wind load act directly on paravent, cause wind load suffered by paravent smaller than the load of non-aperture.And
And after aperture, wind deflector weight becomes smaller, and vertical load becomes smaller.
(3) triangular prism shape cavity in bottom can further enhance windproof effect:
Triangular prism shape cavity, the effect of bottom crosswind force, by fluid suction, air pressure can be lower than external pressure in cavity, when
Top acts on ON TRAINS through the transversely and horizontally wind of waveform wind deflector, and the air-flow under counter steer can be arranged by ventilative steel grating
Enter lower triangle cavity to drain, train bottom will not be sprung back over again and form lifting force, it is curved to the torsion of train to reduce wind-force
Square further enhances windproof effect.
(4) diagonal brace between beam bottom portion and L shape column disperses wind load:
Beam bottom portion and L shape keep out the wind column long short side between add column, change dynamics pipeline, reduce T beam
Stress at flange plate disperses wind action power, without meeting force request by increasing T girder construction size,
Reduce cost.
(5) pavement horizontal column is added between two L shapes keep out the wind column:
The horizontal column in pavement is added between two L shapes keep out the wind column, sidewalk loading is dispersed, by Pedestrian Load
Further dispersion prevents from concentrating to act on keeping out the wind on column, causes wind load excessive.
(6) pavement horizontal column is added between L shape column, steel grating sidewalk pedestrian board size can be reduced, it is easy to carry
And maintenance construction.
Detailed description of the invention
Fig. 1 is the utility model cross-sectional view.
Fig. 2 is the utility model skiagraph.
Fig. 3 is that the ventilative pavement steel grating of the utility model walks plate artwork
Fig. 4 is the irregular ventilative effect picture of aperture corrugated sheet of the utility model.
Fig. 5 is the utility model triangular prism shape cavity wind effect figure.
In figure, 1- L shape is kept out the wind column, the wind deflector of the irregular aperture of 2-, 3- diagonal brace, 4- T beam, 5- T beam flange plate,
The pavement 6- horizontal column, the pavement 7- steel grating walk plate, the oblique steel plate of 8-, 9- triangular prism shape cavity.
Specific embodiment
The utility model is described in detail With reference to embodiment.
The utility model relates to a kind of L shape columns, and diagonal brace to be added to add baffle bridge wind shielding structure, be installed on 4 transverse side of T beam,
Beam wind is blocked, laterally big harm of the wind load to vehicle on bridge etc. is reduced.
4 top transverse ends of T beam are provided with T beam flange plate 5, and the utility model is vertical in the setting of 5 transverse end surface of T beam flange plate
It keeps out the wind column 1 to arranged in column L shape, it is highly 4m that the L shape column Bridge 1 that keeps out the wind is set at one to spacing 2m.L shape keep out the wind column 1 packet
Vertical bar and horizon bar two parts are included, vertical bar top is inwardly micro-bend, and horizon bar inside height is consistent with 5 side end of T beam flange plate.
5 transverse end surface of T beam flange plate is provided with the column built-in fitting that keeps out the wind, including pre-embedded steel slab and pre-embedded bolt etc., and L shape is kept out the wind column 1
Horizon bar inner face by the column built-in fitting that keeps out the wind fixed to 5 transverse end surface of T beam flange plate, to keep the L shape column 1 that keeps out the wind solid
Surely T beam flange plate 5 is arrived.
Adjacent L shape keep out the wind column 1 vertical bar between be provided with the wind deflector 2 of irregular aperture, L shape is kept out the wind column 1
Vertical bar is I-steel, and the wind deflector 2 of irregular aperture is laterally inserted into I-shaped steel tank and is bolted.Irregularly open
The wind deflector 2 in hole is corrugated sheet, and circular hole and slotted hole are distributed with thereon.
L shape keep out the wind be provided between 1 vertical bar of column and horizon bar connecting part and 4 bottom of T beam it is longitudinal arranged in column
Diagonal brace 3.The lateral outer side of 4 bottom of T beam is provided with brace embedded part, including pre-embedded steel slab and pre-embedded bolt etc., and 3 lower end of diagonal brace is logical
Brace embedded part is crossed fixed to T beam 4,3 upper end of diagonal brace and L shape are kept out the wind the welded connecting of column 1.It is provided between adjacent diagonal brace 3 tiltedly
Steel plate 8, oblique steel plate 8 are fixed to ... by welding on diagonal brace 3.Gap, diagonal brace 3 and oblique steel are set between oblique steel plate 8 and T beam 4
Plate 8 forms the structure of triangular prism shape cavity 9 between 4 lateral outer side of T beam and T beam flange plate 5.
Adjacent L shape keep out the wind column 1 horizon bar between be provided with lateral pavement horizontal column 6, in pavement horizontal column 6
It is equipped with pavement steel grating step plate 7.L shape keep out the wind column 1 horizon bar width it is identical as sidewalk width, irregular aperture
Wind deflector 2 and the protective action for playing pedestrian guardrail.Pavement horizontal column 6 can disperse sidewalk loading, prevent from concentrating
It acts on L shape to keep out the wind on column 1, it is excessive to make the at L-shaped 1 root load of column that keeps out the wind.
It realizes that the position of windproof function mainly has at two: transverse direction 1. being consumed by the wind deflector 2 of the irregular aperture in top
Wind-force reduces beam wind to the active force of train.2. triangular prism shape cavity 9, crosswind force between top bridge floor, lower beam bottom
Effect, by fluid suction, air pressure can be lower than external pressure in cavity, when top is through the transverse direction of the wind deflector 2 of irregular aperture
ON TRAINS, the air-flow under counter steer can walk plate 7 by ventilative pavement steel grating and be discharged into lower part triangular prism for horizontal wind effect
Shape cavity 9 is drained, and is drained still further below from the gap between oblique steel plate 8 and T beam 4, will not be sprung back over train bottom again and be formed promotion
Power reduces wind-force to the torsion moment of flexure of train, further enhances windproof effect.
Work progress are as follows:
1, it first constructs T beam 4, keeps out the wind the pre-buried brace embedded part of stud and gear during constructing T beam 4 in pre-installation
Wind column built-in fitting.
2, after the completion of the erection of T beam 4, built-in fitting position installation L shape is kept out the wind 3 rod piece of column 1 and diagonal brace in beam body, diagonal brace
3 other sides and L shape are kept out the wind the welding of column 1.
3, it is close to diagonal brace 3 and welds oblique steel plate 8, lower part needs that air-flow can be exported.
4, it keeps out the wind in T beam 4 beam body, two L shapes and pavement horizontal column 6 is installed between column 1.
5, it keeps out the wind on 1 side vertical bar of column in L shape with the wind deflector 2 of the irregular aperture of the installations such as bolt.
6, it keeps out the wind in L shape and is laid with ventilative pavement steel grating step plate 7 between 1 horizon bar of column and pavement horizontal column 6,
Blending bolt is fixed.
Wind load can be effectively reduced to the impact force of vehicle on bridge in this hair utility model, by wind load gear vehicle with
Outside, wind load is consumed by the wind deflector turbulent flow of aperture, wind load is resisted by wind shielding structure and beam body.And works as and impact column
The wind-force reflux of vehicle can guide air-flow to drain downwards, reduce air-flow and recoil again to pavement position by ventilative steel grating
To train bottom, a possibility that forming lifting force, torsion moment of flexure is reduced, effectively reduces strong wind to the prestige of vehicle on bridge
The side of body.
The content of the utility model is not limited to cited by embodiment, and those of ordinary skill in the art are practical new by reading this
Type specification and to any equivalent transformation that technical solutions of the utility model are taken, be the claim institute of the utility model
Cover.
Claims (9)
1. a kind of L shape column adds diagonal brace to add baffle bridge wind shielding structure, it is characterised in that:
It keeps out the wind column (1) in the longitudinal arranged in column L shape of T beam flange plate (5) transverse end surface setting, the L shape column (1) that keeps out the wind includes
Vertical bar and horizon bar two parts, adjacent L shape keep out the wind column (1) vertical bar between be provided with the wind deflector of irregular aperture
(2)；
L shape keep out the wind be provided between column (1) vertical bar and horizon bar connecting part and T beam (4) bottom it is longitudinal arranged in column
Diagonal brace (3) is provided with oblique steel plate (8) between adjacent diagonal brace (3), and oblique steel plate (8) is fixed to ... by welding on diagonal brace (3),
Gap is set between oblique steel plate (8) and T beam (4), and diagonal brace (3) and oblique steel plate (8) are in T beam (4) lateral outer side and T beam flange plate
(5) structure of triangular prism shape cavity (9) is formed between.
2. a kind of L shape column according to claim 1 adds diagonal brace to add baffle bridge wind shielding structure, it is characterised in that:
T beam flange plate (5) transverse end surface is provided with the column built-in fitting that keeps out the wind, and the keep out the wind horizon bar inner face of column (1) of L shape passes through
The column built-in fitting that keeps out the wind is fixed to T beam flange plate (5) transverse end surface, so that L shape be made to keep out the wind column (1) fixed to T beam flange plate
(5).
3. a kind of L shape column according to claim 1 adds diagonal brace to add baffle bridge wind shielding structure, it is characterised in that:
Adjacent L shape keep out the wind column (1) horizon bar between be provided with lateral pavement horizontal column (6), pavement horizontal column (6)
On be equipped with pavement steel grating step plate (7).
4. a kind of L shape column according to claim 1 adds diagonal brace to add baffle bridge wind shielding structure, it is characterised in that:
The lateral outer side of T beam (4) bottom is provided with brace embedded part, and diagonal brace (3) lower end is fixed to T beam by brace embedded part
(4), diagonal brace (3) upper end and L shape are kept out the wind column (1) welded connecting.
5. a kind of L shape column according to claim 1 adds diagonal brace to add baffle bridge wind shielding structure, it is characterised in that:
The keep out the wind vertical bar of column (1) of L shape is I-steel, and the wind deflector (2) of irregular aperture is laterally inserted into I-shaped steel tank
And it is bolted.
6. a kind of L shape column according to claim 1 adds diagonal brace to add baffle bridge wind shielding structure, it is characterised in that:
The wind deflector (2) of irregular aperture is corrugated sheet, and circular hole and slotted hole are distributed with thereon.
7. a kind of L shape column according to claim 1 adds diagonal brace to add baffle bridge wind shielding structure, it is characterised in that:
L shape column (1) bridge that keeps out the wind is set at one to spacing 2m, is highly 4m.
8. a kind of L shape column according to claim 1 adds diagonal brace to add baffle bridge wind shielding structure, it is characterised in that:
L shape keep out the wind column (1) vertical bar top it is inwardly micro-bend.
9. a kind of L shape column according to claim 1 adds diagonal brace to add baffle bridge wind shielding structure, it is characterised in that:
L shape keep out the wind column (1) horizon bar inside height and T beam flange plate (5) it is consistent.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821368829.7U CN209339020U (en) | 2018-08-24 | 2018-08-24 | A kind of L shape column adds diagonal brace to add baffle bridge wind shielding structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821368829.7U CN209339020U (en) | 2018-08-24 | 2018-08-24 | A kind of L shape column adds diagonal brace to add baffle bridge wind shielding structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209339020U true CN209339020U (en) | 2019-09-03 |
Family
ID=67743842
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821368829.7U Active CN209339020U (en) | 2018-08-24 | 2018-08-24 | A kind of L shape column adds diagonal brace to add baffle bridge wind shielding structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209339020U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109024325A (en) * | 2018-08-24 | 2018-12-18 | 中铁第勘察设计院集团有限公司 | L shape column adds diagonal brace to add baffle bridge wind shielding structure |
| CN113652979A (en) * | 2021-08-25 | 2021-11-16 | 吉林建筑大学 | Adjustable wind barriers for bridge construction |
-
2018
- 2018-08-24 CN CN201821368829.7U patent/CN209339020U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109024325A (en) * | 2018-08-24 | 2018-12-18 | 中铁第勘察设计院集团有限公司 | L shape column adds diagonal brace to add baffle bridge wind shielding structure |
| CN113652979A (en) * | 2021-08-25 | 2021-11-16 | 吉林建筑大学 | Adjustable wind barriers for bridge construction |
| CN113652979B (en) * | 2021-08-25 | 2022-09-23 | 吉林建筑大学 | Bridge construction is with adjustable windbreak |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201459616U (en) | Road sand barrier | |
| CN209339020U (en) | A kind of L shape column adds diagonal brace to add baffle bridge wind shielding structure | |
| CN109371815B (en) | Beam-body corrugated steel combined protective shed frame and manufacturing method thereof | |
| CN101967801A (en) | Wind-break wall of high speed railway | |
| CN103628405B (en) | Railway bridge air guide railing | |
| CN109024325A (en) | L shape column adds diagonal brace to add baffle bridge wind shielding structure | |
| CN203295986U (en) | Windshield for highway bridge | |
| CN110306428B (en) | Invisible track structure of bridge maintenance vehicle | |
| US9567744B2 (en) | Impact resisting column assembly of a train station | |
| CN210529569U (en) | Guardrail transition connecting device | |
| CN102587301B (en) | Double-layer flexible windproof net | |
| CN209722728U (en) | A kind of bridge median strip flat protective device | |
| CN207193834U (en) | A kind of freeway guardrail with damping effect | |
| CN207633259U (en) | A kind of road structure that security performance is high | |
| CN212582399U (en) | Novel bridge vortex-induced vibration suppression device for replacing protective fence | |
| CN202208884U (en) | Lightweight rollover prevention guardrail of bridge | |
| CN203684147U (en) | Bridge buffering anti-collision device | |
| CN104711934A (en) | Viaduct crosswind-prevention metal net | |
| CN206843991U (en) | A kind of corrugated beam barrier | |
| CN207469115U (en) | A kind of wind barrier for bridge-tunnel transition section | |
| CN206721676U (en) | Railroad bridge wind-proof device | |
| CN203684086U (en) | Wind guiding railing for railroad bridge | |
| CN211596568U (en) | Novel road and bridge protection device | |
| CN207003305U (en) | A kind of floating type height-limiting frame | |
| CN209468721U (en) | A kind of guardrail board that unilateral side is anti-climb |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |