CN203904816U - Rainwater collection, irrigation and supply system of viaduct - Google Patents

Rainwater collection, irrigation and supply system of viaduct Download PDF

Info

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.)
Active
Application number
CN201420304302.3U
Other languages
Chinese (zh)
Inventor
赵海虹
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Hangzhou green wind Ecological Environment Construction Group Co., Ltd.
Original Assignee
HANGZHOU LVFENG GARDEN CONSTRUCTION GROUP CO Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by HANGZHOU LVFENG GARDEN CONSTRUCTION GROUP CO Ltd filed Critical HANGZHOU LVFENG GARDEN CONSTRUCTION GROUP CO Ltd
Priority to CN201420304302.3U priority Critical patent/CN203904816U/en
Application granted granted Critical
Publication of CN203904816U publication Critical patent/CN203904816U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use
    • Y02A20/108Rainwater harvesting
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A40/00Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
    • Y02A40/10Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in agriculture
    • Y02A40/22Improving land use; Improving water use or availability; Controlling erosion

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

Viaduct rainwater-collecting, irrigation, make-up system
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.
CN201420304302.3U 2014-06-09 2014-06-09 Rainwater collection, irrigation and supply system of viaduct Active CN203904816U (en)

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 Active 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 (8)

* Cited by examiner, † Cited by third party
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
CN111186923A (en) * 2020-01-17 2020-05-22 西安建筑科技大学 Recycling system and method for movably treating rainwater

Cited By (10)

* Cited by examiner, † Cited by third party
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
CN111186923A (en) * 2020-01-17 2020-05-22 西安建筑科技大学 Recycling system and method for movably treating rainwater

Similar Documents

Publication Publication Date Title
CN203904816U (en) Rainwater collection, irrigation and supply system of viaduct
CN204645145U (en) A kind of viaduct rainwater-collecting and automatic irrigation system
CN202374807U (en) Solar rainwater irrigation device for green belts
CN205124580U (en) Irrigation system is collected with rainwater in gardens
CN104129888B (en) One residential underlying rainfall runoff treatment system
CN205935042U (en) Sponge urban rainwater processing system
CN204601899U (en) The dust-proof control system in a kind of job site
CN104032696B (en) A kind of road purging method and rinse-system
CN207484215U (en) Sewage disposal system
CN204475419U (en) A kind of livestock house rain water collecting system
CN206452917U (en) A kind of wheat planting irrigation rig
CN204163040U (en) Urban road automatic flushing device
CN205804470U (en) A kind of community rainwater-collecting irrigates blood circulation
CN105155650A (en) Concrete pump pipe cleaning water recycling system
CN204768028U (en) Maintenance system is controlled and sprays to raise dust that job site was used
CN202194067U (en) Rainwater utilization system on viaduct bridge
CN105019509B (en) A kind of construction method utilizing job site water system to provide construction period water
CN209519460U (en) A kind of detachable filter pipe and its irrigation system
CN207305614U (en) A kind of Landscape water-saving irrigation device
CN205925422U (en) Prevent to spray desulfurizing tower of layer and nozzle jam
CN206256509U (en) Ecological villa Rainwater collection system
CN202370081U (en) Rainwater collecting well for filtering and collecting foreign matter
CN205528042U (en) Water conservation service rack
CN204974550U (en) Integrated device is washd in thin water smoke deodorization of high pressure
CN210382120U (en) Urban greening rainwater saving system

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

Address after: Two, building 137, 310019 triumph Road, Hangzhou, Zhejiang, Jianggan District, -53

Patentee after: Hangzhou green wind Ecological Environment Construction Group Co., Ltd.

Address before: Two, building 137, 310019 triumph Road, Hangzhou, Zhejiang, Jianggan District, -53

Patentee before: Hangzhou Lvfeng Garden Construction Group Co., Ltd.

CP01 Change in the name or title of a patent holder