CN203904816U - Rainwater collection, irrigation and supply system of viaduct - Google Patents
Rainwater collection, irrigation and supply system of viaduct Download PDFInfo
- Publication number
- CN203904816U CN203904816U CN201420304302.3U CN201420304302U CN203904816U CN 203904816 U CN203904816 U CN 203904816U CN 201420304302 U CN201420304302 U CN 201420304302U CN 203904816 U CN203904816 U CN 203904816U
- Authority
- CN
- China
- Prior art keywords
- viaduct
- water
- sedimentation basin
- irrigation
- spray
- 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.)
- Expired - Lifetime
Links
- 230000002262 irrigation Effects 0.000 title claims abstract description 16
- 238000003973 irrigation Methods 0.000 title claims abstract description 16
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 32
- 239000007921 spray Substances 0.000 claims abstract description 30
- 239000008399 tap water Substances 0.000 claims abstract description 13
- 235000020679 tap water Nutrition 0.000 claims abstract description 13
- 238000004062 sedimentation Methods 0.000 claims description 34
- 238000001914 filtration Methods 0.000 claims description 15
- 239000010865 sewage Substances 0.000 claims description 3
- 230000000694 effects Effects 0.000 abstract description 5
- 238000000108 ultra-filtration Methods 0.000 abstract description 4
- 239000002351 wastewater Substances 0.000 abstract description 4
- 239000008213 purified water Substances 0.000 abstract 1
- 238000000746 purification Methods 0.000 description 11
- 239000002699 waste material Substances 0.000 description 5
- 238000004064 recycling Methods 0.000 description 3
- 238000011084 recovery Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000008676 import Effects 0.000 description 1
- 238000007726 management method Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
Classifications
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/108—Rainwater harvesting
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A40/00—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
- Y02A40/10—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in agriculture
- Y02A40/22—Improving land use; Improving water use or availability; Controlling erosion
Landscapes
- Separation Using Semi-Permeable Membranes (AREA)
Abstract
The utility model relates to a rainwater collection, irrigation and supply system of a viaduct. The rainwater collection, irrigation and supply system comprises a viaduct face and a pier water collection opening, a spray pipeline is arranged on a pier, and a spray head is connected to the spray pipeline. The water collection opening is connected with a settling pond, a filter layer is arranged in the settling pond, a first connector on the settling pond is connected with a spray pump and then connected with the spray pipeline, a second connector is connected with a solenoid valve and then connected with a municipal tap water supply pipeline, a third connector is connected with an ultrafiltration pump and then connected with an ultrafilter, a pure water outlet of the ultrafilter is connected with the municipal tap water supply pipeline, and a fourth connector of the settling pond is a waste water drainage opening. Accumulated water is primarily purified through the settling pond and can be used for irrigating a green belt; through the effect of the ultrafiltration system, primarily-purified water in the settling pond can be purified again, the water is collected into a municipal tap water supply system after meeting requirements, the water can be used for other purposes conveniently, and waste water is recycled, purified and reused well.
Description
Technical field
The utility model relates to a kind of rainwater-collecting recycling system, especially viaduct rainwater-collecting, irrigation, make-up system.
Background technology
Along with deepening continuously of Urbanization in China, metropolis is progressively developed in increasing micropolis, and the continuous expansion in city, just require the constantly intensive of urban road network, for this reason, increasing viaduct is built upon in some large size cities, present viaduct system is all generally under bridge pier, to have laid a large amount of greenbelts, can absorb a large amount of tail gas of automobile on the one hand, can also increase the afforestation effect in city, purifying city air, but be but a relatively stubborn problem for the management of these greenbelts, the common means of current employing is exactly to drive sprinkling truck by urban sanitary workers at set intervals these greenbelts are carried out to man-made irrigation, obvious is like this cumbersome, but also meeting waste water resource and manpower, and on viaduct due to rain after can produce a large amount of ponding, these ponding be all generally by sewer pipe to directly having drained, obviously this be again one waste.
Utility model content
For overcoming above-mentioned the deficiencies in the prior art, the utility model provides a kind of viaduct rainwater-collecting, irrigation, make-up system, has mainly solved following two problems:
1, the greenbelt under viaduct need to manually be irrigated and the manpower causing, the waste problem of water resource.
2, viaduct ponding after raining is directly drained and the problem of the water resource waste that causes.
To achieve these goals, the technical solution of the utility model is as follows:
Viaduct rainwater-collecting, irrigation, make-up system, comprise viaduct bridge floor, and bridge pier and be positioned at the inlet on viaduct bridge floor is provided with spray piping on described bridge pier, connects at least 4 shower nozzles on spray piping; Described inlet is connected with sedimentation basin, a filtration beds is set in sedimentation basin, described sedimentation basin is provided with four interfaces, first interface connects spray pump, the delivery port of spray pump is connected with spray piping, after the second interface connected electromagnetic valve of sedimentation basin, be connected with municipal tap water supply pipeline, the 3rd interface of sedimentation basin connects ultrafiltrate pump, ultrafiltration delivery side of pump is connected with ultrafilter, the pure water inlet of ultrafilter is connected with municipal tap water supply pipeline, and the 4th interface of sedimentation basin is Sewage outlet.
The technical program is mainly in order to solve that greenbelt under viaduct need to manually be irrigated and the waste problem of the manpower that causes, water resource and viaduct ponding after raining are directly drained and the problem of the water resource waste that causes.The technological means adopting is that the ponding after raining is collected by viaduct, be stored in sedimentation basin, by the multiple filtration of sedimentation basin, ponding is carried out by spray pump, the water after these preliminary purifications being got in spray piping after preliminary purification again, by shower nozzle ejection, the greenbelt under viaduct is irrigated, sedimentation basin is also provided with a municipal tap water supply entrance, in the time that the water in sedimentation basin is not enough, just come in by municipal tap water supply, carry out the irrigation to greenbelt, and the water yield in sedimentation basin can be got to water in ultrafilter by ultrafiltrate pump when enough, effect by ultrafilter further purifies the water in sedimentation basin, the general degree of purification of water after purifying by ultrafilter is all higher, the water that these degree of purifications are higher can be got back in municipal makeup Water System by pipeline again, be used further to other places, therefore above-mentioned two problems have well been solved by the technical program.
As such scheme preferably, described filtration beds is double-decker, first floor sandstone filtration beds, the second layer is netted filtering layer.
As such scheme preferably, described ultrafilter can be also plain filter.
As such scheme preferably, the shower nozzle connecting on described spray piping is for being staggered up and down.
The beneficial effects of the utility model are: can be used for carrying out the irrigation of greenbelt under bridge by sedimentation basin after to the preliminary purification of ponding, save water resource and manpower; By the effect of ultrafiltration system, preliminary purification water in sedimentation basin can be purified again, import in municipal makeup Water System after reaching requirement, be convenient to for other places, well accomplish recovery, purification and the recycling of waste water.
Brief description of the drawings
Fig. 1 is the utility model structural representation.
In figure: viaduct bridge floor 1, bridge pier 2, inlet 3, sedimentation basin 4, filtration beds 5, spray pump 61, ultrafiltrate pump 62, spray piping 7, shower nozzle 71, ultrafilter 8, electromagnetic valve 9.
Detailed description of the invention
Below in conjunction with Fig. 1, the technical solution of the utility model is further described, as shown in Figure 1, viaduct rainwater-collecting, irrigation, make-up system, comprise viaduct bridge floor 1, bridge pier 2 and be positioned at the inlet 3 on viaduct bridge floor 1, on described bridge pier 2, spray piping 7 is installed, on spray piping 7, connects at least 4 shower nozzles 71; Described inlet 3 is connected with sedimentation basin 4, a filtration beds 5 is set in sedimentation basin 4, described sedimentation basin 4 is provided with four interfaces, first interface connects spray pump 61, the delivery port of spray pump 61 is connected with spray piping 7, after the second interface connected electromagnetic valve 9 of sedimentation basin 4, be connected with municipal tap water supply pipeline, the 3rd interface of sedimentation basin 4 connects ultrafiltrate pump 62, the outlet of ultrafiltrate pump 62 is connected with ultrafilter 8, the pure water inlet of ultrafilter 8 is connected with municipal tap water supply pipeline, and the 4th interface of sedimentation basin 4 is Sewage outlet 41.
Preferably, described filtration beds 5 is double-decker, first floor sandstone filtration beds, and the second layer is netted filtering layer.
Preferably, described ultrafilter 8 can be also plain filter.
Preferably, the shower nozzle 71 connecting on described spray piping 7 is for being staggered up and down.
Specific works flow process of the present utility model is: the ponding by viaduct after raining is collected, be stored in sedimentation basin 4, by the multiple filtration of sedimentation basin 4, ponding is carried out by spray pump 61, the water after these preliminary purifications being got in spray piping 7 after preliminary purification again, spray the greenbelt under viaduct is irrigated by shower nozzle 71, on sedimentation basin 4, be also provided with a municipal tap water supply entrance, in the time that the water in sedimentation basin 4 is not enough, electromagnetic valve 9 is opened, municipal tap water supply is in sedimentation basin 4, carry out the irrigation to greenbelt, and the water yield in sedimentation basin is when enough, electromagnetic valve 9 cuts out, ultrafiltrate pump 62 is started working, by ultrafiltrate pump 62, water is got in ultrafilter 8, effect by ultrafilter 8 further purifies the water in sedimentation basin 4, the general degree of purification of water after purifying by ultrafilter 8 is all higher, the water that these degree of purifications are higher can be got back in municipal makeup Water System by pipeline again, be used further to other places, really accomplish the recovery of rainwater, purify and recycling.
Claims (4)
1. viaduct rainwater-collecting, irrigation, make-up system, comprise viaduct bridge floor (1), bridge pier (2) and be positioned at the inlet (3) on viaduct bridge floor (1), it is characterized in that: on described bridge pier (2), spray piping (7) is installed, upper at least 4 shower nozzles (71) that connect of spray piping (7), described inlet (3) is connected with sedimentation basin (4), a filtration beds (5) is set in sedimentation basin (4), described sedimentation basin (4) is provided with four interfaces, first interface connects spray pump (61), the delivery port of spray pump (61) is connected with spray piping (7), after the second interface connected electromagnetic valve (9) of sedimentation basin (4), be connected with municipal tap water supply pipeline, the 3rd interface of sedimentation basin (4) connects ultrafiltrate pump (62), the outlet of ultrafiltrate pump (62) is connected with ultrafilter (8), the pure water inlet of ultrafilter (8) is connected with municipal tap water supply pipeline, the 4th interface of sedimentation basin (4) is Sewage outlet (41).
2. viaduct rainwater-collecting as claimed in claim 1, irrigation, make-up system, is characterized in that: described filtration beds (5) is double-decker, first floor sandstone filtration beds, and the second layer is netted filtering layer.
3. viaduct rainwater-collecting as claimed in claim 1, irrigation, make-up system, is characterized in that: described ultrafilter (8) can be also plain filter.
4. viaduct rainwater-collecting as claimed in claim 1, irrigation, make-up system, is characterized in that: the upper shower nozzle (71) connecting of described spray piping (7) is for being staggered up and down.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420304302.3U CN203904816U (en) | 2014-06-09 | 2014-06-09 | Rainwater collection, irrigation and supply system of viaduct |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420304302.3U CN203904816U (en) | 2014-06-09 | 2014-06-09 | Rainwater collection, irrigation and supply system of viaduct |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203904816U true CN203904816U (en) | 2014-10-29 |
Family
ID=51779106
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420304302.3U Expired - Lifetime CN203904816U (en) | 2014-06-09 | 2014-06-09 | Rainwater collection, irrigation and supply system of viaduct |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203904816U (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104863047A (en) * | 2015-04-23 | 2015-08-26 | 上海勘测设计研究院有限公司 | Elevated road runoff utilization system |
| CN105064770A (en) * | 2015-09-14 | 2015-11-18 | 煤炭工业合肥设计研究院 | Green city traffic transfer system |
| CN105746303A (en) * | 2016-03-18 | 2016-07-13 | 上海市绿化管理指导站 | Rainwater storage irrigation system for green belts under viaducts |
| CN106219632A (en) * | 2016-08-29 | 2016-12-14 | 山东胜伟园林科技有限公司 | A kind of alkaline land improving defecator |
| CN106835972A (en) * | 2017-01-12 | 2017-06-13 | 江苏中路工程技术研究院有限公司 | A kind of rain-water accumulating system of sponge-type ecology bridge |
| CN106894337A (en) * | 2016-04-29 | 2017-06-27 | 夏玉娟 | Bridge floor sewage water treatment method |
| CN107245945A (en) * | 2017-07-14 | 2017-10-13 | 郭海军 | A kind of anti-blocking guiding type drainage arrangement for bridge draining |
| CN108951414A (en) * | 2018-07-27 | 2018-12-07 | 张凤仪 | Energy utilization system on a kind of urban viaduct |
| CN111186923A (en) * | 2020-01-17 | 2020-05-22 | 西安建筑科技大学 | Recycling system and method for movably treating rainwater |
-
2014
- 2014-06-09 CN CN201420304302.3U patent/CN203904816U/en not_active Expired - Lifetime
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104863047A (en) * | 2015-04-23 | 2015-08-26 | 上海勘测设计研究院有限公司 | Elevated road runoff utilization system |
| CN104863047B (en) * | 2015-04-23 | 2016-09-07 | 上海勘测设计研究院有限公司 | Elevated bridge runoff utilizes system |
| CN105064770A (en) * | 2015-09-14 | 2015-11-18 | 煤炭工业合肥设计研究院 | Green city traffic transfer system |
| CN105746303A (en) * | 2016-03-18 | 2016-07-13 | 上海市绿化管理指导站 | Rainwater storage irrigation system for green belts under viaducts |
| CN105746303B (en) * | 2016-03-18 | 2019-03-08 | 上海市绿化管理指导站 | A kind of rainwater storage irrigation system for greenbelt under overpass |
| CN106894337A (en) * | 2016-04-29 | 2017-06-27 | 夏玉娟 | Bridge floor sewage water treatment method |
| CN106219632A (en) * | 2016-08-29 | 2016-12-14 | 山东胜伟园林科技有限公司 | A kind of alkaline land improving defecator |
| CN106835972A (en) * | 2017-01-12 | 2017-06-13 | 江苏中路工程技术研究院有限公司 | A kind of rain-water accumulating system of sponge-type ecology bridge |
| CN107245945A (en) * | 2017-07-14 | 2017-10-13 | 郭海军 | A kind of anti-blocking guiding type drainage arrangement for bridge draining |
| CN108951414A (en) * | 2018-07-27 | 2018-12-07 | 张凤仪 | Energy utilization system on a kind of urban viaduct |
| CN111186923A (en) * | 2020-01-17 | 2020-05-22 | 西安建筑科技大学 | Recycling system and method for movably treating rainwater |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: Two, building 137, 310019 triumph Road, Hangzhou, Zhejiang, Jianggan District, -53 Patentee after: HANGZHOU LVFENG ECOLOGICAL ENVIRONMENT CONSTRUCTION GROUP CO.,LTD. Address before: Two, building 137, 310019 triumph Road, Hangzhou, Zhejiang, Jianggan District, -53 Patentee before: HANGZHOU LV FENG GARDEN CONSTRUCTION GROUP Co.,Ltd. |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20141029 |