CN213328653U

CN213328653U - Bridge diversion area

Info

Publication number: CN213328653U
Application number: CN202021443762.6U
Authority: CN
Inventors: 李勇; 林双
Original assignee: Individual
Current assignee: Inner Mongolia Lianshou Venture Road And Bridge Co ltd
Priority date: 2020-07-21
Filing date: 2020-07-21
Publication date: 2021-06-01
Anticipated expiration: 2030-07-21

Abstract

The utility model discloses a bridge drainage area relates to bridge drainage technical field, including the bridge pier stud, the top fixedly connected with of bridge pier stud supports the bent cap, the top fixedly connected with bridge of supporting the bent cap, the top of bridge is provided with the asphalt concrete surface course, the equal fixedly connected with in top both sides of asphalt concrete surface course prevents the guardrail bar, the equal fixedly connected with bridge pterygoid lamina in both sides of bridge. The utility model discloses bridge diversion area can be directly discharged the rainwater that flows out the side, avoids having rainwater to flow to the bridge on to avoid the bridge to receive the corruption of rainwater, can reduce the energy when the rainwater flows, thereby avoid excessively washing away first diversion board, second diversion board, prevent that first diversion board and second diversion board are impaired.

Description

Bridge diversion area

Technical Field

The utility model relates to a bridge diversion technical field specifically is a bridge diversion area.

Background

The bridge is generally a structure erected on rivers, lakes and seas to enable vehicles, pedestrians and the like to smoothly pass through, and is also extended to be a building which is erected to span mountain stream, unfavorable geology or meet other traffic needs to enable the vehicles, pedestrians and the like to pass through more conveniently in order to adapt to the modern high-speed developed traffic industry.

At rainy day especially heavy rain day, rainwater on the bridge floor if untimely discharges, can lead to the bridge floor to form ponding, ponding for rapid getting rid of the bridge floor, prevent that the rainwater from long-pending being detained in the bridge floor and infiltration roof beam body and influence the durability of bridge, need set up the diversion structure on the bridge, and when the rainwater flows out from the side of bridge, can directly flow to the bottom of the bridge from the side, the bridge easily receives the corruption of rainwater for a long time getting off, and at the diversion in-process, the flow of rainwater easily leads to the diversion structure to receive to erode at the excessive speed, thereby lead to the diversion structure impaired, influence diversion efficiency.

Therefore, it is necessary to provide a bridge diversion belt to solve the above problems.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a bridge diversion area to it easily receives the corruption of rainwater and easily leads to the diversion structure to receive impaired problem to propose current bridge diversion area in the above-mentioned background art to solve.

In order to achieve the above purpose, the utility model discloses a following technical scheme realizes: a bridge water diversion belt comprises bridge piers, wherein the top parts of the bridge piers are fixedly connected with supporting bent caps, the top of the supporting bent cap is fixedly connected with a bridge, the top of the bridge is provided with an asphalt concrete surface layer, the two sides of the top of the asphalt concrete surface layer are both fixedly connected with protective railings, the two sides of the bridge are both fixedly connected with bridge wing plates, a first diversion plate is fixedly arranged on one side of the bridge wing plate, a bottom plate is fixedly arranged at the bottom of the first diversion plate, a connecting plate is fixedly arranged at the bottom of the bottom plate, a second diversion plate is fixedly arranged at one side of the connecting plate, a first diversion channel is fixedly arranged on one side of the first diversion plate, a first energy dissipation column is fixedly arranged in the first diversion channel, and a second diversion groove is formed in one side of the second diversion plate, and a second energy dissipation column is arranged in the second diversion groove.

Optionally, one side of the bottom plate is fixed to the bridge, and one side of the bottom plate is fixed to the second water guide plate.

Optionally, the number of first diversion grooves is a plurality of, and is a plurality of first diversion grooves are the equidistance and arrange, first diversion groove is corresponding with the second diversion groove.

Optionally, one side that the top of bituminous concrete surface course is close to the guardrail bar is provided with the inclined plane, the inclined plane corresponds with first diversion channel.

Optionally, a reinforcing plate is fixedly mounted on one side of the inside of the first diversion plate, and the reinforcing plate is located inside the first diversion groove.

Optionally, the number of the first energy dissipation columns is three, and the distance between every two adjacent first energy dissipation columns is equal.

Optionally, the first water diversion plate and the second water diversion plate are both triangular, and the sizes of the first water diversion plate and the second water diversion plate are equal.

The utility model discloses a technological effect and advantage:

1. the utility model discloses, through the cooperation setting between inclined plane, first diversion board, second diversion board, first diversion groove, the second diversion groove, can directly discharge the rainwater that flows out to the side, avoid having rainwater to flow on the bridge to avoid the bridge to receive the corruption of rainwater, solved the problem that easily receives the rainwater corruption.

2. The utility model discloses, through the cooperation setting between first energy dissipation post and the second energy dissipation post, energy when can reducing the rainwater flow to avoid excessively scouring away first diversion board, second diversion board, prevent that first diversion board and second diversion board are impaired, avoid influencing diversion efficiency, solved and easily lead to the diversion structure to receive impaired problem.

Drawings

FIG. 1 is a schematic view of the bridge structure of the present invention;

FIG. 2 is a schematic side view of a first water guide plate structure according to the present invention;

FIG. 3 is a schematic cross-sectional view of a first water diversion plate structure of the present invention;

fig. 4 is a schematic perspective view of the first water guide plate structure of the present invention.

In the figure: 1. bridge pier stud; 2. supporting the capping beam; 3. a bridge; 4. asphalt concrete surface course; 5. a guard rail; 6. an inclined surface; 7. bridge wing plates; 8. a first water diversion plate; 9. a base plate; 10. a connecting plate; 11. a second diversion plate; 12. a first flume; 13. a first energy dissipating column; 14. a second flume; 15. a second energy dissipating column; 16. a reinforcing plate.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments.

In the description of the present invention, it is to be understood that the terms "center", "longitudinal", "lateral", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", and the like, indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are used merely for convenience of description and for simplicity of description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore, should not be construed as limiting the present invention.

In the present invention, unless otherwise expressly stated or limited, the terms "disposed," "mounted," "connected," and "fixed" are to be construed broadly, e.g., as meaning either a fixed connection or a removable connection; may be a mechanical connection; may be directly connected or indirectly connected through an intermediate. The specific meaning of the above terms in the present invention can be understood according to specific situations by those skilled in the art.

Furthermore, the terms "first", "second", etc. are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of that feature. In the description of the present invention, "a plurality" means two or more unless specifically limited otherwise.

The utility model provides a bridge diversion belt as shown in figures 1-4, which comprises a bridge pier stud 1, a supporting bent cap 2 fixedly connected to the top of the bridge pier stud 1, a bridge 3 fixedly connected to the top of the supporting bent cap 2, an asphalt concrete surface layer 4 arranged on the top of the bridge 3, a guard rail 5 fixedly connected to both sides of the top of the asphalt concrete surface layer 4, an inclined plane 6 arranged on one side of the top of the asphalt concrete surface layer 4 near the guard rail 5, a bridge wing plate 7 fixedly connected to both sides of the bridge 3, a first diversion plate 8 fixedly arranged on one side of the bridge wing plate 7, a reinforcing plate 16 fixedly arranged on one side of the inside of the first diversion plate 8, a bottom plate 9 fixedly arranged on the bottom of the first diversion plate 8, a connecting plate 10 fixedly arranged on one side of the bottom plate 9 and the bridge 3, a connecting plate 10 fixedly arranged on the bottom of the bottom plate 9, a second diversion plate 11 fixedly arranged, one side of the bottom plate 9 is fixed with a second diversion plate 11, the first diversion plate 8 and the second diversion plate 11 are triangular, the first diversion plate 8 and the second diversion plate 11 are equal in size, a first diversion groove 12 is fixedly installed on one side of the first diversion plate 8, the inclined plane 6 corresponds to the first diversion groove 12, the number of the first diversion grooves 12 is multiple, the multiple first diversion grooves 12 are arranged at equal intervals, a reinforcing plate 16 is positioned in the multiple first diversion grooves 12, first energy dissipation columns 13 are fixedly installed in the first diversion grooves 12, the number of the first energy dissipation columns 13 is three, the distance between every two adjacent first energy dissipation columns 13 is equal, a second diversion groove 14 is arranged on one side of the second diversion plate 11, the first diversion grooves 12 correspond to the second diversion grooves 14, and are arranged in a matching mode among the inclined plane 6, the first diversion plate 8, the second diversion plate 11, the first diversion grooves 12 and the second diversion grooves 14, can directly discharge the rainwater that flows in the side, avoid having rainwater to flow on bridge 3, thereby avoid bridge 3 to receive the corruption of rainwater, the problem of easily receiving the rainwater corruption is solved, second energy dissipation post 15 has been seted up to the inside of second diversion channel 14, through the cooperation setting between first energy dissipation post 13 and the second energy dissipation post 15, energy when can reduce the rainwater and flow, thereby avoid to first diversion board 8, the excessive of second diversion board 11 erodees, prevent that first diversion board 8 and second diversion board 11 are impaired, avoid influencing diversion efficiency, it receives impaired problem to have solved easily to lead to diversion structure.

This practical theory of operation: when flowing, rainwater enters the first diversion grooves 12 on the first diversion plates 8 through the flow-through inclined surfaces 6, energy of the rainwater is consumed once through the first energy dissipation columns 13, the rainwater flows out of the first diversion grooves 12 and then falls into the second diversion grooves 14 on the second diversion plates 11, and the energy of the rainwater is consumed twice through the second energy dissipation columns 15 and finally is discharged from the inside of the second diversion grooves 14.

Although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications and variations can be made in the embodiments or in part of the technical features of the embodiments without departing from the spirit and the scope of the invention.

Claims

1. The utility model provides a bridge drainage area, includes bridge pier stud (1), its characterized in that: the top of the bridge pier stud (1) is fixedly connected with a supporting bent cap (2), the top of the supporting bent cap (2) is fixedly connected with a bridge (3), the top of the bridge (3) is provided with an asphalt concrete surface layer (4), both sides of the top of the asphalt concrete surface layer (4) are fixedly connected with a protective railing (5), both sides of the bridge (3) are fixedly connected with a bridge wing plate (7), one side of the bridge wing plate (7) is fixedly provided with a first diversion plate (8), the bottom of the first diversion plate (8) is fixedly provided with a bottom plate (9), the bottom of the bottom plate (9) is fixedly provided with a connecting plate (10), one side of the connecting plate (10) is fixedly provided with a second diversion plate (11), one side of the first diversion plate (8) is fixedly provided with a first diversion groove (12), and the inside of the first diversion groove (12) is fixedly provided with a first energy dissipation column (13), and a second diversion groove (14) is formed in one side of the second diversion plate (11), and a second energy dissipation column (15) is formed in the second diversion groove (14).

2. The bridge water diversion strip of claim 1 wherein:

one side of the bottom plate (9) is fixed with the bridge (3), and one side of the bottom plate (9) is fixed with the second water guide plate (11).

3. The bridge water diversion strip of claim 1 wherein:

the number of the first water guide grooves (12) is multiple, the first water guide grooves (12) are arranged at equal intervals, and the first water guide grooves (12) correspond to the second water guide grooves (14).

4. The bridge water diversion strip of claim 1 wherein:

one side that the top of pitch concrete surface course (4) is close to guard rail (5) is provided with inclined plane (6), inclined plane (6) correspond with first diversion flume (12).

5. The bridge water diversion strip of claim 1 wherein:

a reinforcing plate (16) is fixedly mounted on one side of the interior of the first water diversion plate (8), and the reinforcing plate (16) is located in the first water diversion groove (12).

6. The bridge water diversion strip of claim 1 wherein:

the number of the first energy dissipation columns (13) is three, and the distance between every two adjacent first energy dissipation columns (13) is equal.

7. The bridge water diversion strip of claim 1 wherein:

the first water diversion plate (8) and the second water diversion plate (11) are both triangular, and the first water diversion plate (8) and the second water diversion plate (11) are equal in size.