CN202416168U - Viaduct rainwater collection system - Google Patents
Viaduct rainwater collection system Download PDFInfo
- Publication number
- CN202416168U CN202416168U CN2012200496198U CN201220049619U CN202416168U CN 202416168 U CN202416168 U CN 202416168U CN 2012200496198 U CN2012200496198 U CN 2012200496198U CN 201220049619 U CN201220049619 U CN 201220049619U CN 202416168 U CN202416168 U CN 202416168U
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- Prior art keywords
- mozzle
- viaduct
- overhead
- rainwater
- leader
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Abstract
The utility model discloses a viaduct rainwater collection system. The viaduct rainwater collection system comprises a filter, a rainwater hopper and a flow guide pipe, wherein the rainwater hopper is arranged at a drainage port of the surface of a viaduct, and the flow guide pipe is connected with the rainwater hopper; the filter is mounted on the flow guide pipe; the flow guide pipe is downwardly arranged along a pier; and the water outlet of the flow guide pipe is connected with a water storage tank. According to the viaduct rainwater collection system, the cost for the maintenance and management of a green belt under the viaduct is lowered, the routine watering management is reduced, the existing viaduct drainage system is modified, and the drainage pressure of the viaduct drainage system is lightened.
Description
Technical field
The utility model relates to a kind of rain water collecting system, relates in particular to a kind of rain water collecting system that is installed on the viaduct.
Background technology
The drainage pattern of present overhead drainage system present situation generally is: overhead road surface collection-leader-city planting ductwork (perhaps directly entering the river course), and, generally still fairly simple between the three through the UPVC pipe is installed along buttress as mozzle.
The breaking of overhead tubing caused leaks and impeded drainage causes overflow when falling heavy rain phenomenon, has been quotidian problem, adds the now overhead multiple greenbelt that is implanted with down; Maintenance to greenbelt needs a large amount of waters; Since many greenbelts be in overhead under, even rainy day, these greenbelts can not obtain the pouring of rainwater, so just need manual work to carry out these greenbelts are watered; Labor intensive financial resources so not only, and influenced traffic.
The utility model content
The purpose of the utility model is to solve the problems of the prior art, and a kind of overhead rain water collecting system of being convenient to collect rainwater and reducing the greenbelt nursing cost is provided.
The technical scheme of the utility model is: a kind of overhead rain water collecting system; The mozzle that comprises strainer, is arranged at the roof drain at overhead bridge floor outfall place, joins with said roof drain; Said strainer is installed on the mozzle; Along being provided with down, the delivery port of said mozzle connects a water tank to said mozzle along bridge pier.
In the said water tank suction pump is installed, said suction pump is electrically connected with solar panels on being installed in viaduct.
Said roof drain is the siphon roof drain.
Said mozzle is divided into first mozzle and leader, and institute's mozzle converges with at least three first mozzles and leader that to join be one group.
Said strainer is installed on the leader, and said leader vertically is provided with along bridge pier.
The utlity model has following beneficial effect:
1), reduces the overhead cost of greenbelt maintenance management down, the minimizing management of watering at ordinary times;
2), existing overhead drainage system is transformed, alleviated the discharge pressure of overhead drainage system;
3), operation expense is cheap, rainwater does not need power set after collecting, and utilizes water-head, connects irrigation device, can realize unmanned management;
4), rainwater is got rid of fast, reduce overhead surface gathered water risk, handle rainwater on the spot, take to hold ooze, slow row, the processing mode utilized.
Description of drawings
Fig. 1 is the structural representation of the utility model;
Fig. 2 is the use flow chart of the utility model;
Fig. 3 is the front view of the utility model.
The specific embodiment
Understand for technological means, technical characterictic, utility model purpose and the technique effect that the utility model is realized is easy to understand,, further set forth the utility model below in conjunction with concrete diagram.
As shown in Figure 1; A kind of overhead rain water collecting system, comprise strainer 1, be arranged at overhead bridge floor outfall 2 belows siphon roof drain 3, the mozzle 4 that joins with siphon roof drain 3, strainer 1 is installed in the leader place on the mozzle 4; The rainwater that siphon roof drain 3 is collected carries out filtration treatment; Mozzle 4 along being provided with down, is connected with a water tank 6 at the delivery port of mozzle 4 along bridge pier 5, and the rainwater that 6 pairs of siphon roof drains of this water tank 3 are collected stores; Draw off valve 61 has been installed on water tank 6; Can water tank 6 water be emitted through this Draw off valve 61, perhaps on Draw off valve 61, connect irrigation system, thereby the rainwater of collecting is carried out reasonable use.
6 can also install a suction pump in the water tank in the utility model, can faster the water in the water tank 6 be extracted out like this, and the electric energy of suction pump can connect solar panels, through solar panels it is supplied power, and has saved electric cost greatly.
Like Fig. 2 is the use flow chart of the utility model; Collect rainwater through overhead siphon rain water collecting system, the mozzle 4 of rainwater through strainer 1 is installed flows in the water tank 6; Mozzle 4 can directly connect city planting ductwork; Rainwater in the water tank 6 can directly utilize, and also can connect small-sized water storage square, and further infiltration utilizes then.
Like Fig. 3; Mozzle 4 is divided into first water conservancy diversion 41 and leader 42 in the utility model, and mozzle 4 converges with at least three first mozzles 41 and leader 42 that to join be one group, is integrally formed the formula water conservancy diversion; Promptly three first mozzles 41 are used to collect rainwater and enter jointly to leader 42; Collected rainwater is guided in the water tank 6 in the leader 42 then, not only significantly reduced the quantity of mozzle, and collecting effect is higher.
Being merely the utility model preferred embodiment in sum, is not the practical range that is used for limiting the utility model.Be that all equivalences of doing according to the content of the utility model claim change and modification, all should belong to the technological category of the utility model.
Claims (5)
1. overhead rain water collecting system; It is characterized in that: the mozzle that comprises strainer, is arranged at the roof drain at overhead bridge floor outfall place, joins with said roof drain; Said strainer is installed on the mozzle; Along being provided with down, the delivery port of said mozzle connects a water tank to said mozzle along bridge pier.
2. overhead rain water collecting system according to claim 1 is characterized in that: in the said water tank suction pump is installed, solar panels are installed on viaduct, said suction pump and solar panels electricity connect.
3. overhead rain water collecting system according to claim 1 is characterized in that: said roof drain is the siphon roof drain.
4. overhead rain water collecting system according to claim 1 is characterized in that: said mozzle is divided into first mozzle and leader, and institute's mozzle converges with at least three first mozzles and leader that to join be one group.
5. overhead rain water collecting system according to claim 1 is characterized in that: said strainer is installed on the leader, and said leader vertically is provided with along bridge pier.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2012200496198U CN202416168U (en) | 2012-02-16 | 2012-02-16 | Viaduct rainwater collection system |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2012200496198U CN202416168U (en) | 2012-02-16 | 2012-02-16 | Viaduct rainwater collection system |
Publications (1)
Publication Number | Publication Date |
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CN202416168U true CN202416168U (en) | 2012-09-05 |
Family
ID=46740947
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN2012200496198U Expired - Fee Related CN202416168U (en) | 2012-02-16 | 2012-02-16 | Viaduct rainwater collection system |
Country Status (1)
Country | Link |
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CN (1) | CN202416168U (en) |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102943435A (en) * | 2012-12-03 | 2013-02-27 | 山东省交通规划设计院 | Rainwater bucket for urban bridge |
CN103669198A (en) * | 2013-12-04 | 2014-03-26 | 中山弘博企业管理咨询有限公司 | Rainwater recovery device on viaduct |
CN104631547A (en) * | 2015-02-12 | 2015-05-20 | 云南彬然建筑节能科技有限公司 | Rainwater collecting system |
CN104631313A (en) * | 2015-02-12 | 2015-05-20 | 云南彬然建筑节能科技有限公司 | Elevated rainwater collection system |
CN107100073A (en) * | 2017-05-05 | 2017-08-29 | 西南大学 | Porous media deck runoff collection processing system implementing |
CN111995099A (en) * | 2020-09-24 | 2020-11-27 | 长沙理工大学 | Rainwater collecting and utilizing system for urban viaduct and using method thereof |
-
2012
- 2012-02-16 CN CN2012200496198U patent/CN202416168U/en not_active Expired - Fee Related
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102943435A (en) * | 2012-12-03 | 2013-02-27 | 山东省交通规划设计院 | Rainwater bucket for urban bridge |
CN103669198A (en) * | 2013-12-04 | 2014-03-26 | 中山弘博企业管理咨询有限公司 | Rainwater recovery device on viaduct |
CN104631547A (en) * | 2015-02-12 | 2015-05-20 | 云南彬然建筑节能科技有限公司 | Rainwater collecting system |
CN104631313A (en) * | 2015-02-12 | 2015-05-20 | 云南彬然建筑节能科技有限公司 | Elevated rainwater collection system |
CN107100073A (en) * | 2017-05-05 | 2017-08-29 | 西南大学 | Porous media deck runoff collection processing system implementing |
CN107100073B (en) * | 2017-05-05 | 2019-01-04 | 西南大学 | Porous media deck runoff collection processing system implementing |
CN111995099A (en) * | 2020-09-24 | 2020-11-27 | 长沙理工大学 | Rainwater collecting and utilizing system for urban viaduct and using method thereof |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120905 Termination date: 20170216 |
|
CF01 | Termination of patent right due to non-payment of annual fee |