CN208346628U - A kind of bridge drainage system - Google Patents
A kind of bridge drainage system Download PDFInfo
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- CN208346628U CN208346628U CN201821004630.6U CN201821004630U CN208346628U CN 208346628 U CN208346628 U CN 208346628U CN 201821004630 U CN201821004630 U CN 201821004630U CN 208346628 U CN208346628 U CN 208346628U
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- tubule
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- screw thread
- horizontal pipeline
- bridge
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Abstract
The utility model discloses a kind of bridge drainage system, the two sides of bridge floor are respectively equipped with pipe hole, upper longitudinal tubule (L tubule) road is each passed through pipe hole, the upper end in upper longitudinal tubule (L tubule) road is located at bridge floor, the lower end in upper longitudinal tubule (L tubule) road is located at the lower section of bridge floor and is connect with the upper end of threaded tube by helicitic texture, the lower end of threaded tube passes through helicitic texture respectively and connect with the outer end of outer horizontal pipeline, the inner end of outer horizontal pipeline is connected to connection with interior horizontal pipeline respectively, interior horizontal pipeline is respectively sleeved in fixed ring, upper fixed ring is connect by upper fixing bolt with the side wall of upper pier column；It is respectively communicated with below interior horizontal pipeline and is connected with lower longitudinal tubule (L tubule) road, lower longitudinal tubule (L tubule) road is respectively sleeved in lower fixed ring, lower fixed ring is connect by lower fixing bolt with the side wall of lower pier column, bulge loop raised inwardly is equipped in the top of threaded tube, the edge of filter screen is located on bulge loop, and buffer function can be played to water flow, and firm stable is good, it facilitates dredging, avoids blocking.
Description
Technical field:
The utility model relates to bridge drainage equipment technical fields, and in particular to a kind of bridge drainage system.
Background technique:
Currently, bridge mostly uses drainage arrangement to be drained, the bridge drain system of the prior art mostly uses common row
Waterpipe leads to ground from bridge floor, exists poor to the cushion performance of water flow more, and integrally-built fastness is poor and easy
The problems such as blocking.
Utility model content:
The purpose of this utility model is to provide one kind, that buffer function, fastness can be played to water flow is good and avoid blocking
Anti-clogging bridge drain system.
The utility model is implemented by following technical solution:
A kind of bridge drainage system, including be arranged in bridge floor two sides and be located at bridge inside sidewalls upper longitudinal tubule (L tubule) road, bridge floor
Two sides are respectively arranged with pipe hole, and upper longitudinal tubule (L tubule) road is each passed through the pipe hole, and the upper end in upper longitudinal tubule (L tubule) road is located at bridge floor,
The lower end in upper longitudinal tubule (L tubule) road is located at the lower section of bridge floor and is connect with the upper end of threaded tube by helicitic texture, threaded tube
Lower end passes through helicitic texture respectively and connect with the outer end of outer horizontal pipeline, and the inner end of outer horizontal pipeline connects with interior horizontal pipeline respectively
Lead to and connect, interior horizontal pipeline is respectively sleeved in fixed ring, and upper fixed ring passes through the side of upper fixing bolt and upper pier column
Wall connection；It being respectively communicated with below interior horizontal pipeline and is connected with lower longitudinal tubule (L tubule) road, lower longitudinal tubule (L tubule) road is respectively sleeved in lower fixed ring, under
Fixed ring is connect by lower fixing bolt with the side wall of lower pier column；It is provided in the top of threaded tube raised inwardly
The edge of bulge loop, filter screen is arranged on bulge loop, and pull ring is provided on filter screen.
Optionally, the lower end in lower longitudinal tubule (L tubule) road is located at the top on ground.
Optionally, drainage groove is provided at being located on ground below lower longitudinal tubule (L tubule) road.
Optionally, the groove face of the drainage groove is inclined surface.
Optionally, the height at the center of bridge floor is higher than the height at the two sides of bridge floor.
Optionally, the plane perpendicular of bridge side wall and bridge floor.
Optionally, outer horizontal pipeline is set as horizontal " L " font.
Optionally, the lower end in upper longitudinal tubule (L tubule) road is provided with external screw thread, and the upper end of threaded tube is provided with and the external screw thread
The lower end of the internal screw thread matched, upper longitudinal tubule (L tubule) road is extend into the upper end of threaded tube, the lower end in upper longitudinal tubule (L tubule) road and threaded tube it is upper
End matches connection with the external screw thread by the internal screw thread.
Optionally, the lower end of threaded tube is provided with internal screw thread, the upper end of the longitudinal portion of outer horizontal pipeline be provided with
The matched external screw thread of internal screw thread, the upper end of the longitudinal portion of outer horizontal pipeline are extend into the lower end of threaded tube, screw thread
The lower end of pipeline is matched with the external screw thread by the internal screw thread with the upper end of the longitudinal portion of outer horizontal pipeline and is connect.
Optionally, the lower end of threaded tube is provided with external screw thread, the upper end of the longitudinal portion of outer horizontal pipeline be provided with
The matched internal screw thread of external screw thread, the lower end of threaded tube are extend into the upper end of the longitudinal portion of outer horizontal pipeline, screw thread
The lower end of pipeline is matched with the external screw thread by the internal screw thread with the upper end of the longitudinal portion of outer horizontal pipeline and is connect.
The anti-clogging bridge drain system of the utility model, the water on bridge floor are left by the upper longitudinal tubule (L tubule) road of two sides, and are passed through
It crosses threaded tube to be flowed into outer horizontal pipeline, be then flowed into lower longitudinal tubule (L tubule) road through interior horizontal pipeline, and arranged through lower longitudinal tubule (L tubule) road
Out, rotated threaded tubular road moves down threaded tube, so that threaded tube is separated with upper longitudinal tubule (L tubule) road, it in this way can be to upper vertical
Pipeline, threaded tube and outer horizontal pipeline are dredged.Upper longitudinal tubule (L tubule) road, threaded tube, outer horizontal pipeline, interior transverse direction are passed through in draining
It is buffered behind pipeline and lower longitudinal tubule (L tubule) road, larger splash is generated when avoiding being discharged to ground.Upper fixed ring and lower fixed ring difference
Internal horizontal pipeline and lower pipe tunnel play fixed function, improve overall stability and secured performance.
The advantages of the utility model:
The anti-clogging bridge drain system of the utility model is able to solve, whole knot poor to the cushion performance of water flow
The problems such as fastness of structure is poor and easy blocking, can play buffer function to water flow, generation when it being avoided to flow to ground
Larger to splash, overall structure firm stable is good, facilitates dredging, can be avoided blocking.
Detailed description of the invention:
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment
Or attached drawing needed to be used in the description of the prior art is briefly described, it should be apparent that, the accompanying drawings in the following description is only
It is some embodiments of the utility model, for those of ordinary skill in the art, in the premise not made the creative labor
Under, it is also possible to obtain other drawings based on these drawings.
Fig. 1 is the main view of the anti-clogging bridge drain system of the utility model.
Fig. 2 is the side view of the anti-clogging bridge drain system of the utility model.
Fig. 3 is the structural schematic diagram of the filter screen of the anti-clogging bridge drain system of the utility model.
In figure, 1 is bridge floor, and 2 be bridge side wall, and 3 be upper longitudinal tubule (L tubule) road, and 4 be threaded tube, and 5 be outer horizontal pipeline, and 6 be interior cross
To pipeline, 7 be upper fixed ring, and 8 be upper fixing bolt, and 9 be upper pier column, and 10 be lower longitudinal tubule (L tubule) road, and 11 be lower fixed ring, under 12 are
Fixing bolt, 13 be lower pier column, and 14 be bulge loop, and 15 be filter screen, and 16 be pull ring.
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 describe, it is clear that the described embodiments are only a part of the embodiments 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 creative efforts
Every other embodiment obtained, fall within the protection scope of the utility model.
Embodiment 1:
A kind of bridge drainage system, referring to Fig. 1, including 1 two sides of bridge floor are arranged in and are located at the upper vertical of 2 inside of bridge side wall
Pipeline 3, the two sides of bridge floor 1 are respectively arranged with pipe hole, and upper longitudinal tubule (L tubule) road 3 is each passed through the pipe hole, the upper end in upper longitudinal tubule (L tubule) road 3
It is located at bridge floor 1, the lower end in upper longitudinal tubule (L tubule) road 3 is located at the lower section of bridge floor 1 and passes through screw thread with the upper end of threaded tube 4
Structure connection, the lower end of threaded tube 4 pass through helicitic texture respectively and connect with the outer end of outer horizontal pipeline 5, referring to fig. 2, outer cross
Connection is connected to interior horizontal pipeline 6 respectively to the inner end of pipeline 5, interior horizontal pipeline 6 is respectively sleeved in fixed ring 7, upper solid
Determine ring 7 to connect by upper fixing bolt 8 with the side wall of upper pier column 9；It is respectively communicated with and is connected with down below interior horizontal pipeline 6
Longitudinal tubule (L tubule) road 10, lower longitudinal tubule (L tubule) road 10 are respectively sleeved in lower fixed ring 11, and lower fixed ring 11 passes through lower fixing bolt 12 and lower bridge
The side wall of pier stud 13 connects；Referring to Fig. 3, bulge loop 14 raised inwardly is provided in the top of threaded tube 4, filter screen 15
Edge is arranged on bulge loop 14, and pull ring 16 is provided on filter screen 15.
The anti-clogging bridge drain system of the utility model, the water on bridge floor 1 are left by the upper longitudinal tubule (L tubule) road 3 of two sides, and
It is flowed into outer horizontal pipeline 5 by threaded tube 4, is then flowed into lower longitudinal tubule (L tubule) road 10 through interior horizontal pipeline 6, and through lower vertical
Pipeline 10 is discharged, and rotated threaded tubular road 4 moves down threaded tube 4, so that threaded tube 4 is separated with upper longitudinal tubule (L tubule) road 3, this
Sample can dredge upper longitudinal tubule (L tubule) road 3, threaded tube 4 and outer horizontal pipeline 5.Draining passes through upper longitudinal tubule (L tubule) road 3, crosses threaded tube
4, it is buffered behind outer horizontal pipeline 5, interior horizontal pipeline 6 and lower longitudinal tubule (L tubule) road 10, larger splash is generated when avoiding being discharged to ground.
Internal horizontal pipeline 6 and lower pipe tunnel 10 play fixation on the side wall of pier column respectively for upper fixed ring 7 and lower fixed ring 11
Effect improves overall stability and secured performance.Inner end and outer end in text be for the longitudinal centre line of bridge floor 1,
Here longitudinal centre line is along the length direction of bridge floor 1, and one end close to the longitudinal centre line of bridge floor 1 is inner end, far from bridge
One end of the longitudinal centre line in face 1 is outer end.Upper longitudinal tubule (L tubule) road 3, threaded tube 4, outer horizontal pipeline 5, interior horizontal pipeline 6 and lower vertical
Pipeline 10 can be flexible steel pipe or flexible plastic tube.It is provided in the top of threaded tube 4 convex inwardly
The edge of the bulge loop 14 risen, filter screen 15 is arranged on bulge loop 14, makes threaded tube 4 downward in rotated threaded tubular road 4 in this way
It is mobile, so that can take out filter screen 15 after threaded tube 4 is separated with upper longitudinal tubule (L tubule) road 3, the easy tamper filtered is taken
Out, bulge loop 14 can be an integral structure with threaded tube 4, and bulge loop 14 can be to be connect by welding structure with threaded tube 4
Metalwork, bulge loop 14 can connect by bolt or glue-line with threaded tube 4.It is provided on filter screen 15 and conveniently pulls it
Pull ring 16.
Embodiment 2:
A kind of bridge drainage system, it is similar to Example 1, the difference is that the lower end in lower longitudinal tubule (L tubule) road 10 is located at ground
Top.The water in lower longitudinal tubule (L tubule) road 10 can be facilitated to be discharged to ground in this way.
Preferably, it is located on ground at lower 10 lower section of longitudinal tubule (L tubule) road and is provided with drainage groove.Draining can be facilitated to pass through in this way
Drainage groove discharge.
Preferably, the groove face of the drainage groove is inclined surface.It more convenient can drain and be arranged by drainage groove in this way
Out.
Embodiment 3:
A kind of bridge drainage system, it is similar to Example 2, the difference is that the height at the center of bridge floor 1 is higher than bridge floor
Height at 1 two sides.Water flow can be facilitated to be discharged to the two sides of bridge floor 1 on bridge floor 1 in this way.
Preferably, the plane perpendicular of bridge side wall 2 and bridge floor 1.Bridge side wall 2 be can be improved in this way to the blocking effect of water flow,
Promote water flow under upper 3 row of longitudinal tubule (L tubule) road.
Embodiment 4:
A kind of bridge drainage system, it is similar to Example 3, the difference is that outer horizontal pipeline 5 is set as horizontal " L "
Font.It can conveniently outer horizontal pipeline 5 be connect in this way with threaded tube 4.
Preferably, the lower end in upper longitudinal tubule (L tubule) road 3 is provided with external screw thread, and the upper end of threaded tube 4 is provided with and the external screw thread
The lower end of matched internal screw thread, upper longitudinal tubule (L tubule) road 3 is extend into the upper end of threaded tube 4, the lower end in upper longitudinal tubule (L tubule) road 3 and threaded tube
4 upper end matches connection with the external screw thread by the internal screw thread.Threaded tube 4 and upper longitudinal tubule (L tubule) road 3 can be facilitated to connect in this way
It connects.
Embodiment 5:
A kind of bridge drainage system, it is similar to Example 4, the difference is that the lower end of threaded tube 4 is provided with interior spiral shell
Line, the upper end of the longitudinal portion of outer horizontal pipeline 5 is provided with indulges with the matched external screw thread of the internal screw thread, outer horizontal pipeline 5
It is extend into the upper end of part in the lower end of threaded tube 4, the longitudinal portion of the lower end of threaded tube 4 and outer horizontal pipeline 5
Upper end matches connection with the external screw thread by the internal screw thread.Threaded tube 4 and outer horizontal pipeline 5 can be facilitated to connect in this way
It connects.
Alternatively, the lower end of threaded tube 4 is provided with external screw thread, the upper end of the longitudinal portion of outer horizontal pipeline 5 be provided with
The matched internal screw thread of external screw thread, the lower end of threaded tube 4 are extend into the upper end of the longitudinal portion of outer horizontal pipeline 5, spiral shell
The lower end of line pipeline 4 is matched with the external screw thread by the internal screw thread with the upper end of the longitudinal portion of outer horizontal pipeline 5 and is connect.
The water flow in threaded tube 4 can be facilitated to be flowed into outer horizontal pipeline 5 in this way, avoided excessive.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this
Within the spirit and principle of utility model, any modification, equivalent replacement, improvement and so on should be included in the utility model
Protection scope within.
Claims (10)
1. a kind of bridge drainage system, including being arranged in bridge floor (1) two sides and the upper longitudinal tubule (L tubule) road on the inside of bridge side wall (2)
(3), which is characterized in that the two sides of bridge floor (1) are respectively arranged with pipe hole, and upper longitudinal tubule (L tubule) road (3) is each passed through the pipe hole, on
The upper end in longitudinal tubule (L tubule) road (3) is located at bridge floor (1), and the lower end of upper longitudinal tubule (L tubule) road (3) is located at lower section and and the spiral shell of bridge floor (1)
The upper end of line pipeline (4) is connected by helicitic texture, and the lower end of threaded tube (4) passes through helicitic texture and outer horizontal pipeline respectively
(5) outer end connection, the inner end of outer horizontal pipeline (5) are connected to connection, interior horizontal pipeline (6) point with interior horizontal pipeline (6) respectively
It is not set in fixed ring (7), upper fixed ring (7) is connect by upper fixing bolt (8) with the side wall of upper pier column (9)；
It is respectively communicated with below interior horizontal pipeline (6) and is connected with lower longitudinal tubule (L tubule) road (10), lower longitudinal tubule (L tubule) road (10) is respectively sleeved at lower fixed ring
(11) in, lower fixed ring (11) is connect by lower fixing bolt (12) with the side wall of lower pier column (13)；Threaded tube (4)
Bulge loop (14) raised inwardly is provided in top, the edge of filter screen (15) is arranged on bulge loop (14), filter screen (15)
On be provided with pull ring (16).
2. a kind of bridge drainage system as described in claim 1, which is characterized in that the lower end of lower longitudinal tubule (L tubule) road (10) is located at ground
Top.
3. a kind of bridge drainage system as claimed in claim 2, which is characterized in that be located at below lower longitudinal tubule (L tubule) road (10) on ground
Place is provided with drainage groove.
4. a kind of bridge drainage system as claimed in claim 3, which is characterized in that the groove face of the drainage groove is inclination
Face.
5. a kind of bridge drainage system as described in claim 1, which is characterized in that the height at the center of bridge floor (1) is higher than
Height at the two sides of bridge floor (1).
6. a kind of bridge drainage system as described in claim 1, which is characterized in that hang down the bottom surface of bridge side wall (2) and bridge floor (1)
Directly.
7. a kind of bridge drainage system as described in claim 1, which is characterized in that outer horizontal pipeline (5) is set as horizontal
" L " font.
8. a kind of bridge drainage system as claimed in claim 7, which is characterized in that the lower end of upper longitudinal tubule (L tubule) road (3) is provided with outer
Screw thread, the upper end of threaded tube (4) is provided with to be extend into the matched internal screw thread of the external screw thread, the lower end of upper longitudinal tubule (L tubule) road (3)
In the upper end of threaded tube (4), the upper end of the lower end of upper longitudinal tubule (L tubule) road (3) and threaded tube (4) by the internal screw thread with it is described
External screw thread matching connection.
9. a kind of bridge drainage system as claimed in claim 8, which is characterized in that in the lower end of threaded tube (4) is provided with
Screw thread, the upper end of the longitudinal portion of outer horizontal pipeline (5) are provided with and the matched external screw thread of the internal screw thread, outer horizontal pipeline
(5) upper end of longitudinal portion is extend into the lower end of threaded tube (4), the lower end and outer horizontal pipeline (5) of threaded tube (4)
The upper end of longitudinal portion connection with the external screw thread is matched by the internal screw thread.
10. a kind of bridge drainage system as claimed in claim 8, which is characterized in that the lower end of threaded tube (4) is provided with outer
Screw thread, the upper end of the longitudinal portion of outer horizontal pipeline (5) are provided with and the matched internal screw thread of the external screw thread, threaded tube (4)
The lower end longitudinal portion that extend into outer horizontal pipeline (5) upper end in, the lower end and outer horizontal pipeline (5) of threaded tube (4)
The upper end of longitudinal portion connection with the external screw thread is matched by the internal screw thread.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821004630.6U CN208346628U (en) | 2018-06-26 | 2018-06-26 | A kind of bridge drainage system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821004630.6U CN208346628U (en) | 2018-06-26 | 2018-06-26 | A kind of bridge drainage system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208346628U true CN208346628U (en) | 2019-01-08 |
Family
ID=64881108
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821004630.6U Active CN208346628U (en) | 2018-06-26 | 2018-06-26 | A kind of bridge drainage system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208346628U (en) |
-
2018
- 2018-06-26 CN CN201821004630.6U patent/CN208346628U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: The Inner Mongolia Autonomous Region city Dongsheng District 017000 Ordos ejinhuro Street No. 7 Patentee after: Xingtai Construction Group Co., Ltd Address before: The Inner Mongolia Autonomous Region city Dongsheng District 017000 Ordos ejinhuro Street No. 7 Patentee before: INNER MONGOLIA XINGTAI CONSTRUCTION GROUP Co.,Ltd. |
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| CP01 | Change in the name or title of a patent holder |