CN214613574U - Bridge drainage system - Google Patents
Bridge drainage system Download PDFInfo
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- CN214613574U CN214613574U CN202023100092.0U CN202023100092U CN214613574U CN 214613574 U CN214613574 U CN 214613574U CN 202023100092 U CN202023100092 U CN 202023100092U CN 214613574 U CN214613574 U CN 214613574U
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- Prior art keywords
- pipe
- water collecting
- bridge
- drainage
- drainage system
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 95
- 238000001914 filtration Methods 0.000 claims description 8
- 230000002745 absorbent Effects 0.000 abstract description 2
- 239000002250 absorbent Substances 0.000 abstract description 2
- 238000007599 discharging Methods 0.000 description 5
- 230000008595 infiltration Effects 0.000 description 2
- 238000001764 infiltration Methods 0.000 description 2
- 239000010865 sewage Substances 0.000 description 2
- 230000000903 blocking effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
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Abstract
The utility model discloses a bridge drainage system, which relates to the technical field of bridge drainage, and mainly comprises a drainage pipe, a water collecting hopper, a main water collecting pipe and a second water collecting pipe; carry out the drainage to the bridge floor through main collector pipe, under the condition that main collector pipe blockked up, the water level rose on the bridge floor, ponding flows in the drain pipe through the second collector pipe, because the velocity of flow is more big pressure less, the pressure of second collector pipe lower extreme is less than the upper end, therefore, can inhale the debris that blocks up main collector pipe to the second collector pipe, less debris pass the drainage grid and get into the drain pipe and discharge, reduce the jam of debris to main collector pipe, in order to improve drainage efficiency, reduce bridge floor ponding, simultaneously, basin and water collection hole can be discharged bridge floor absorbent rainwater to the drain pipe.
Description
Technical Field
The utility model relates to a bridge drainage technical field especially relates to a bridge drainage system.
Background
Urban roads and highways often include many bridges, which have become an important part of today's highways. The bridge is because its comparatively confined structure for can produce a large amount of ponding on the bridge floor when the rainy day, when the rainwater is great or the outlet takes place to block up, rainwater in the mouth of pipe seat can flow to the bridge waterproof layer from the gap between mouth of pipe seat and the outlet conduit, and then infiltrates in the bridge body, influences the security of bridge, and consequently, the drainage of bridge becomes one of the important factors that influence the bridge quality.
Disclosure of Invention
For solving the above technical problem, the utility model provides a bridge drainage system to avoid the outlet jam, prevent the rainwater to the infiltration of pontic.
In order to achieve the above object, the utility model provides a following scheme:
the utility model provides a bridge drainage system, which comprises a drainage pipe embedded in a bridge body, wherein the top end of the drainage pipe is provided with a water collecting hopper, and the top of the water collecting hopper is provided with a main water collecting pipe; a plurality of water leakage grooves are formed in the main water collecting pipe, and the water leakage grooves are downwards inclined towards one side of the inner wall of the main water collecting pipe; the bottom of the water collecting hopper is provided with a plurality of water collecting holes communicated with the drain pipe, and the water collecting holes are inclined downwards towards one side of the inner wall of the drain pipe; still be provided with the second collector pipe on the top lateral wall of drain pipe, the top of second collector pipe sets up on the marginal inside wall of bridge.
Optionally, the diameter of the second water collecting pipe is smaller than that of the water discharging pipe.
Optionally, the lowest end of the water inlet of the second water collecting pipe is flush with the upper surface of the bridge floor.
Optionally, a drainage grate is arranged at the opening of the main water collecting pipe.
Optionally, a filter cup is arranged in the main water collecting pipe.
Optionally, a water filtering grid is arranged at the water inlet of the second water collecting pipe.
Optionally, a plurality of second water collecting pipes are arranged on the side wall of the top of the water discharging pipe, and the plurality of second water collecting pipes are linearly arranged on two sides of the main water collecting pipe.
Optionally, a part of the second water collecting pipe communicated with the water discharging pipe is higher than the water collecting hole.
The utility model discloses for prior art gain following technological effect:
the main structure of the bridge drainage system in the utility model comprises a drainage pipe, a water collecting bucket, a main water collecting pipe and a second water collecting pipe; carry out the drainage to the bridge floor through main collector pipe, under the condition that main collector pipe blockked up, the water level rose on the bridge floor, ponding flows in the drain pipe through the second collector pipe, because the velocity of flow is more big pressure less, the pressure of second collector pipe lower extreme is less than the upper end, therefore, can inhale the debris that blocks up main collector pipe to the second collector pipe, less debris pass the drainage grid and get into the drain pipe and discharge, reduce the jam of debris to main collector pipe, in order to improve drainage efficiency, reduce bridge floor ponding, simultaneously, basin and water collection hole can be discharged bridge floor absorbent rainwater to the drain pipe.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings required to be used in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without inventive labor.
Fig. 1 is the structure schematic diagram of the bridge drainage system of the present invention.
Description of reference numerals: 1. a drain pipe; 2. a water collecting hopper; 3. a bridging group; 4. a waterproof layer; 5. a bridge deck; 6. a water leakage groove; 7. a main header pipe; 8. a filter cup; 9. draining the water grate; 10. a water filtering grid; 11. a second header pipe; 12. and (4) water collecting holes.
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. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
The first embodiment is as follows:
as shown in fig. 1, the present embodiment provides a bridge drainage system, including a drainage pipe 1 embedded in a bridge body, a water collecting hopper 2 is arranged at the top end of the drainage pipe 1, and a main water collecting pipe 7 is arranged at the top of the water collecting hopper 2; a plurality of water leakage grooves 6 are formed in the main water collecting pipe 7, and the water leakage grooves 6 are inclined downwards towards one side of the inner wall of the main water collecting pipe 7; the bottom of the water collecting hopper 2 is provided with a plurality of water collecting holes 12 communicated with the drain pipe 1, and the water collecting holes 12 incline downwards towards one side of the inner wall of the drain pipe 1; still be provided with second collector pipe 11 on the top lateral wall of drain pipe 1, the top of second collector pipe 11 sets up on the marginal inside wall of bridge.
In this embodiment, the diameter of the second water collecting pipe 11 is smaller than the diameter of the water discharging pipe 1. The lowest end of the water inlet of the second water collecting pipe 11 is flush with the upper surface of the bridge floor 5. The opening of the main water collecting pipe 7 is provided with a drainage grate 9. And a filter cup 8 is arranged in the main water collecting pipe 7. And a water filtering grille 10 is arranged at the water inlet of the second water collecting pipe 11. A plurality of second water collecting pipes 11 are arranged on the side wall of the top of the drain pipe 1, and the second water collecting pipes 11 are linearly arranged on two sides of the main water collecting pipe 7. The part of the second water collecting pipe 11 communicated with the water discharging pipe 1 is higher than the water collecting hole 12.
The bridge floor 5 is drained through the main water collecting pipe 7, after the filtering is carried out twice through the drainage grate 9 and the filtering cup 8, sewage flows into the drainage pipe 1, and sundries are accumulated on the drainage grate 9 and the filtering cup 8; when the drainage grate 9 or the filter cup 8 is blocked by the sundries, sewage mainly flows into the drainage pipe 1 through the second water collecting pipe 11, the pressure at the lower end of the second water collecting pipe 11 is smaller than that at the upper end due to the fact that the flow velocity is larger, so that the sundries blocking the main water collecting pipe 7 can be sucked to the second water collecting pipe 11, the smaller sundries pass through the water filtering grille 10 to enter the drainage pipe 1 to be discharged, the blockage of the main water collecting pipe 7 by the sundries is reduced, the diameter of the second water collecting pipe 11 is smaller than that of the drainage pipe 1, the drainage pipe 1 cannot be blocked by the sundries flowing into the drainage pipe 1 through the second water collecting pipe 11, the drainage efficiency is improved, and the water accumulated on the bridge floor 5 is greatly reduced; adsorb the inside rainwater of pontic through bridge floor 5, flow to drain pipe 1 through water leakage groove 6 and water collection hole 12, avoided the rainwater to waterproof layer 4's infiltration for a long time, avoided the rainwater to the damage of abutment 3.
The principle and the implementation mode of the present invention are explained by applying specific examples in the present specification, and the above descriptions of the examples are only used to help understanding the method and the core idea of the present invention; meanwhile, for the general technical personnel in the field, according to the idea of the present invention, there are changes in the concrete implementation and the application scope. In summary, the content of the present specification should not be construed as a limitation of the present invention.
Claims (8)
1. A bridge drainage system is characterized by comprising a drainage pipe embedded in a bridge body, wherein a water collecting hopper is arranged at the top end of the drainage pipe, and a main water collecting pipe is arranged at the top of the water collecting hopper; a plurality of water leakage grooves are formed in the main water collecting pipe, and the water leakage grooves are downwards inclined towards one side of the inner wall of the main water collecting pipe; the bottom of the water collecting hopper is provided with a plurality of water collecting holes communicated with the drain pipe, and the water collecting holes are inclined downwards towards one side of the inner wall of the drain pipe; still be provided with the second collector pipe on the top lateral wall of drain pipe, the top of second collector pipe sets up on the marginal inside wall of bridge.
2. A bridge drainage system as claimed in claim 1, wherein the diameter of the second header pipe is smaller than the diameter of the drain pipe.
3. The bridge drainage system of claim 1, wherein the lowest end of the water inlet of the second header pipe is flush with the upper surface of the bridge deck.
4. The bridge drainage system as claimed in claim 1, wherein a drainage grate is provided at an opening of the main water collecting pipe.
5. A bridge drainage system as claimed in claim 1, wherein a filter cup is provided within the primary header.
6. A bridge drainage system as claimed in claim 1, wherein a water filtration grate is provided at the water inlet of the second header.
7. The bridge drainage system according to claim 1, wherein a plurality of second water collecting pipes are disposed on a top side wall of the drainage pipe, and the plurality of second water collecting pipes are linearly arranged at both sides of the main water collecting pipe.
8. The bridge drainage system according to claim 1, wherein a portion of the second header pipe communicating with the drain pipe is higher than the header hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023100092.0U CN214613574U (en) | 2020-12-16 | 2020-12-16 | Bridge drainage system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023100092.0U CN214613574U (en) | 2020-12-16 | 2020-12-16 | Bridge drainage system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214613574U true CN214613574U (en) | 2021-11-05 |
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ID=78431025
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202023100092.0U Active CN214613574U (en) | 2020-12-16 | 2020-12-16 | Bridge drainage system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214613574U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115029982A (en) * | 2022-06-27 | 2022-09-09 | 杭州禹航建设工程有限公司 | Permeable pavement and construction method thereof |
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2020
- 2020-12-16 CN CN202023100092.0U patent/CN214613574U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115029982A (en) * | 2022-06-27 | 2022-09-09 | 杭州禹航建设工程有限公司 | Permeable pavement and construction method thereof |
| CN115029982B (en) * | 2022-06-27 | 2024-07-19 | 杭州禹航建设工程有限公司 | Permeable pavement and construction method thereof |
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