CN107905334A - Urban road oozes the monitoring device and construction method of catch-basin recharge of groundwater - Google Patents
Urban road oozes the monitoring device and construction method of catch-basin recharge of groundwater Download PDFInfo
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- CN107905334A CN107905334A CN201711432171.1A CN201711432171A CN107905334A CN 107905334 A CN107905334 A CN 107905334A CN 201711432171 A CN201711432171 A CN 201711432171A CN 107905334 A CN107905334 A CN 107905334A
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- pit shaft
- catch
- circle
- basin
- support pad
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F1/00—Methods, systems, or installations for draining-off sewage or storm water
- E03F1/002—Methods, systems, or installations for draining-off sewage or storm water with disposal into the ground, e.g. via dry wells
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03B—INSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
- E03B3/00—Methods or installations for obtaining or collecting drinking water or tap water
- E03B3/32—Methods or installations for obtaining or collecting drinking water or tap water with artificial enrichment, e.g. by adding water from a pond or a river
- E03B3/34—Methods or installations for obtaining or collecting drinking water or tap water with artificial enrichment, e.g. by adding water from a pond or a river of underground water
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F2201/00—Details, devices or methods not otherwise provided for
- E03F2201/20—Measuring flow in sewer systems
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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
- Y02A20/40—Protecting water resources
- Y02A20/406—Aquifer recharge
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- Engineering & Computer Science (AREA)
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Environmental & Geological Engineering (AREA)
- Sewage (AREA)
Abstract
The invention discloses the monitoring device and construction method that a kind of urban road oozes catch-basin recharge of groundwater, it is spaced at the kerbstone of urban road surfaces both sides multiple to ooze catch-basin, adjacent ooze between catch-basin has branch pipe connection, multiple catch-basins that ooze include sequentially connected pedestal from bottom to up respectively, circle pit shaft, support pad plate, square pit shaft and Jing Biquan, well grate is mounted with well grate circle, pedestal, circle pit shaft, support pad plate, square pit shaft, Jing Biquan and well grate are located on same center line, the water inlet and water outlet of square pit shaft are connected with upstream branch conduit and downstream branch conduit respectively, anti-blocking infiltration head is shelved with support pad plate, the top of anti-blocking infiltration head is concordant with the water inlet bottom surface of square pit shaft, there is number row limbers on the barrel of circle pit shaft, infiltration sensor is mounted with pedestal.The present invention can efficiently use rainwater resource, supplement urban groundwater, improve urban environment, improve the bearing capacity of urban groundwater.
Description
Technical field
The present invention relates to the monitoring technical field of surface water supplement urban groundwater, is specifically that a kind of urban road oozes rainwater
The monitoring device and construction method of well recharge of groundwater.
Background technology
Current common urban road catch-basin can only discharge rainy surface runoff, because of the limitation of structure, not have profit
Make good use of rainy water resource and supplement the effect of urban groundwater.
The content of the invention
The purpose of the invention is to avoid above-mentioned existing deficiency, there is provided a kind of urban road oozes catch-basin addedly
The monitoring device and construction method of lower water, have big simple in structure, water capacity, good water permeability, anti-clogging, durable, cleaning is convenient
And the features such as easily constructing, rainwater resource can be efficiently used, improves urban environment, supplements urban groundwater, improves Urban Underground
The bearing capacity of water.
Technical scheme is as follows：
A kind of urban road oozes the monitoring device of catch-basin recharge of groundwater, it is characterised in that：The road of urban road surfaces both sides
At kerb it is spaced it is multiple ooze catch-basin, adjacent ooze between catch-basin has branch pipe connection, described multiple to ooze catch-basins difference
Include sequentially connected pedestal, circle pit shaft, support pad plate, square pit shaft and Jing Biquan from bottom to up, disposed in the well grate circle
There is well grate, the pedestal, circle pit shaft, support pad plate, square pit shaft, Jing Biquan and well grate are located on same center line, the Fang Jing
The water inlet and water outlet of cylinder are connected with upstream branch conduit and downstream branch conduit respectively, and anti-blocking infiltration head is shelved with the support pad plate,
The top of the anti-blocking infiltration head is concordant with the water inlet bottom surface of side's pit shaft, there is number row's water flowing on the barrel of the round pit shaft
Hole, is mounted with infiltration sensor in the pedestal.
The urban road oozes the monitoring device of catch-basin recharge of groundwater, it is characterised in that：The support pad plate is
There is square wellhole at circular slab, the center of support pad plate, and the top surface of support pad plate has square fin circle around the surrounding of the wellhole, holds
There is circular fin circle in the bottom surface of backing plate, and the circular fin circle, square fin circle and support pad plate are located on same center line, institute
There is cable aperture on the outside of the circular fin circle on the support pad plate stated.
The urban road oozes the monitoring device of catch-basin recharge of groundwater, it is characterised in that：The anti-blocking infiltration
Head includes square base, and there is the fin upwarped at four edges of the base, there is circular through hole, base in the middle part of base
On be connected with the anti-blocking cap of circular cone hull shape, have equidistant limbers on base, there is ordered series of numbers strip water flowing on the anti-blocking cap
Hole.
The urban road oozes the monitoring device of catch-basin recharge of groundwater, it is characterised in that：The pedestal is circle
The boots sword of wedge shape is arranged at loop-shaped, the outside diameter such as pedestal and the circle pit shaft, the bottom of pedestal, and the top of pedestal has and the round well
The screw thread of cylinder connection, has horizontal groove in the middle part of base outer wall, the infiltration sensor is installed in the groove.
The urban road oozes the monitoring device of catch-basin recharge of groundwater, it is characterised in that：Outside the round pit shaft
There is vertical caulking groove on wall.
State is when urban road of the present invention oozes the use of the monitoring device of catch-basin recharge of groundwater：When city is rained production
During raw runoff, kerbstone of the rainwater along roadside, flows into from the well grate of Jing Biquan and oozes in catch-basin, through logical on anti-blocking infiltration head
Hole flows into circle pit shaft.As runoff water constantly flows into, circle pit shaft in water rise steadily, treat water rise flooded into square pit shaft it is anti-blocking
After infiltration head, what the water outlet of rainwater classical prescription pit shaft, branch pipe flowed into downstream oozes catch-basin；Filled when rainwater will be oozed in catch-basin one by one
After full water, water oozes catch-basin from the catch-basin that oozes of upstream through branch pipe inflow downstream, and the water flowed into by the water inlet of square pit shaft rushes
Anti-blocking infiltration head is hit, after the debris on anti-blocking infiltration head is washed away, then the water outlet outflow from square pit shaft；Ooze the Fang Jing of catch-basin
Water in cylinder and circle pit shaft, from the limbers on circle shaft wall and the bottom of circle pit shaft, under penetrating into the soil in city addedly
Water；The infiltration sensor being placed on pedestal, by the head pressure oozed in catch-basin, exports the number in rainwater infiltration soil in real time
According to.
A kind of urban road oozes the construction method of catch-basin recharge of groundwater monitoring device, it is characterised in that：Specifically include
Following steps：
（1）, by seep water sensor be installed on place pedestal groove in, by pedestal be installed on circle pit shaft bottom, and will infiltration
The cable of sensor is through the caulking groove on circle pit shaft outer wall, from the Base top contact of circle pit shaft；
（2）, in the subgrade construction of urban road, in all positions for oozing catch-basin in roadbed both sides, with drilling machine in roadbed and ground
Vertical circular hole is drilled out on base, pit shaft will be justified and pedestal is put into drilling, fine sand is tamped in the surrounding of circle pit shaft, until with justifying well
The either flush of cylinder；
（3）, support pad plate is positioned over to the top surface of round pit shaft, the cable for the sensor that seeps water is drawn out of support pad plate cable aperture,
After the wellhole of temporary cover support pad plate, continue the foundation plane that construction subgrade reaches roadbed；
（4）, in the position for oozing catch-basin, excavate out the top surface that square foundation pit reaches support pad plate, temporary cover removed, in foundation pit
After the side's of building by laying bricks or stones pit shaft, Jing Biquan is disposed in the top surface of square pit shaft, well grate circle top surface is concordant with the height on road surface, opened in roadbed
Dig embedding branch pipe after the foundation pit of branch pipe, one end of branch pipe be connected with the water outlet of party upstream pit shaft, by the other end of branch pipe and
The water inlet connection of downstream side pit shaft, then the foundation pit of branch pipe is backfilled up to the foundation plane of roadbed；
（5）, complete road surface construction after, clean out the debris oozed in catch-basin, oozing support pad plate in catch-basin top surface place
Anti-blocking infiltration head, then well grate is covered on Jing Biquan；
（6）, cable and terrestrial wireless the transmitting equipment for the sensor that seeps water coupled, ooze catch-basin according to above-mentioned steps completion is all
Construction after, that is, complete the construction that urban road oozes the monitoring device of catch-basin recharge of groundwater.
Beneficial effects of the present invention：
1st, the present invention is suitable for the monitoring that urban road oozes catch-basin recharge of groundwater, can efficiently use rainwater resource, supplements city
City's underground water, improves urban environment, improves the bearing capacity of urban groundwater.
2nd, the configuration of the present invention is simple, water capacity be big, good water permeability, anti-clogging, durable, cleaning is convenient, easily construction.
3rd, the present invention can install infiltration sensor, easy to operate, have easy to automatically control and wireless transmission test data
Deng complex art effect.
Brief description of the drawings
State sets schematic diagram when Fig. 1 uses for the device of the invention.
Fig. 2 is the structure sectional view of the present invention.
Fig. 3 is the structure top view of the square pit shaft of the present invention.
Fig. 4 is the structure bottom view of the circle pit shaft of the present invention.
Embodiment
Referring to Fig. 1-Fig. 4, the urban road in the present embodiment oozes the monitoring device of catch-basin recharge of groundwater, urban road
At the kerbstone 4 on 1 road surface both sides it is spaced it is multiple ooze catch-basin 9, adjacent ooze between catch-basin has branch pipe 8 to connect, multiple to ooze
Catch-basin 9 includes sequentially connected pedestal 10, circle pit shaft 12, support pad plate 14, square pit shaft 18 and Jing Biquan from bottom to up respectively
21, well grate 22, pedestal 10, circle pit shaft 12, support pad plate 14, square pit shaft 18, well grate circle 21 and well grate 22 are mounted with well grate circle 21
On same center line, the water inlet 19 and water outlet 20 of square pit shaft 18 are connected with upstream branch conduit and downstream branch conduit respectively, are held
Anti-blocking infiltration head 23 is shelved with backing plate 14, the top of anti-blocking infiltration head 23 is concordant with 19 bottom surface of water inlet of square pit shaft 18, circle
There is horizontal equidistant number to arrange limbers on the barrel of pit shaft 12,10 are mounted with infiltration sensor 27 in pedestal.
In the present invention, support pad plate 14 is circular slab, and there is square wellhole at the center of support pad plate 14, and the top surface of support pad plate 14 encloses
There is square fin circle 15 around the surrounding of wellhole, there are circular fin circle 16, circular fin circle 16, square fin in the bottom surface of support pad plate 14
Circle 15 and support pad plate 14 are located on same center line, have cable aperture 17 in the outside of circular fin circle 13 on support pad plate 14.
Anti-blocking infiltration head 23 includes square base 24, and there are the fin 25 upwarped, base 24 in four edges of base 24
Middle part have circular through hole, the anti-blocking cap 26 of circular cone hull shape is connected with base 24, has equidistant limbers on base 24, prevent
There is ordered series of numbers strip limbers on blocking cap 26.
Pedestal 10 is circle shape, and the boots sword 11 of wedge shape, base are arranged at pedestal 10 and the circle grade outside diameter of pit shaft 12, the bottom of pedestal 10
The screw thread being connected with circle pit shaft 12 is arranged at the top of seat 10, there is horizontal groove in the middle part of 10 outer wall of pedestal, and infiltration sensor 27 is pacified
Loaded in groove.
There is vertical caulking groove 13 on the outer wall of circle pit shaft 12.
State is when urban road of the present invention oozes the use of the monitoring device of catch-basin recharge of groundwater：When city is rained production
During raw runoff, kerbstone 4 of the rainwater along roadside, flows into from the well grate 22 of well grate circle 21 and oozes in catch-basin 9, through anti-blocking infiltration head
Through hole on 23 flows into circle pit shaft 12.As runoff water constantly flows into, circle pit shaft 12 in water 7 rise steadily, treat water 7 rise into
After square pit shaft 18 flooded anti-blocking infiltration head 23, what the water outlet 20 of rainwater classical prescription pit shaft 18, branch pipe 8 flowed into downstream oozes catch-basin；
After rainwater will ooze one by one fills water in catch-basin, water 7 oozes catch-basin from the catch-basin that oozes of upstream through the inflow of branch pipe 8 downstream,
The water 7 flowed into by the water inlet 19 of square pit shaft 18 impacts anti-blocking infiltration head 23, after the debris on anti-blocking infiltration head 23 is washed away, then
Flowed out from the water outlet 20 of square pit shaft 18；The water 7 in the square pit shaft 18 and circle pit shaft 12 of catch-basin 9 is oozed, from circle 12 barrel of pit shaft
On limbers and the bottom of circle pit shaft 12, penetrate into 5 recharge of groundwater of soil in city；The infiltration sensing being placed on pedestal 10
Device 27, by the head pressure oozed in catch-basin 9, exports the data in rainwater infiltration soil 5 in real time.
A kind of urban road oozes the construction method of catch-basin recharge of groundwater monitoring device, specifically includes following steps：
（1）, by seep water sensor 27 be installed on place pedestal 10 groove in, by pedestal 10 be installed on circle pit shaft 12 bottom,
And by the cable for the sensor 27 that seeps water through the caulking groove on circle 12 outer wall of pit shaft, from the Base top contact of circle pit shaft 12；
（2）, urban road 1 roadbed 2 construct when, in all positions for oozing catch-basin in roadbed both sides, with drilling machine in 2 He of roadbed
Vertical circular hole is drilled out on ground, circle pit shaft 12 and pedestal 10 are put into drilling, fine sand 6 is tamped in the surrounding of circle pit shaft 12,
Until the either flush with circle pit shaft 12；
（3）, support pad plate 14 is positioned over to the top surface of round pit shaft 12, the cable aperture by the cable for the sensor 27 that seeps water from support pad plate 14
Drawn in 17, after the wellhole of temporary cover support pad plate 14, continue the foundation plane that construction subgrade 2 reaches roadbed 2；
（4）, oozing the position of catch-basin 9, excavate out square foundation pit reach support pad plate 14 top surface, remove temporary cover, in base
In hole after the side's of building by laying bricks or stones pit shaft 18, in the top surface placement well grate circle 21 of square pit shaft 18,21 top surface of well grate circle and the height on road surface 3 are put down
Together, the embedding branch pipe 8 after the interior foundation pit for excavating branch pipe 8 of roadbed 2, one end of branch pipe 8 is connected with the water outlet of party upstream pit shaft,
The other end of branch pipe 8 is connected with the water inlet of downstream side pit shaft, then backfills the foundation pit of branch pipe 8 up to the foundation plane of roadbed 2；
（5）, complete road surface 3 construction after, clean out the debris oozed in catch-basin 9, oozing the top surface of 9 support pad plates 14 in catch-basin
Anti-blocking infiltration head 23 is placed, then well grate 22 is covered on well grate circle 21；
（6）, cable and terrestrial wireless the transmitting equipment for the sensor 27 that seeps water coupled, ooze rainwater according to above-mentioned steps completion is all
After the construction of well, that is, complete the construction that urban road oozes the monitoring device of catch-basin recharge of groundwater.
Claims (6)
1. a kind of urban road oozes the monitoring device of catch-basin recharge of groundwater, it is characterised in that：Urban road surfaces both sides
At kerbstone it is spaced it is multiple ooze catch-basin, adjacent ooze between catch-basin has branch pipe connection, described multiple to ooze catch-basins point
Do not include sequentially connected pedestal, circle pit shaft, support pad plate, square pit shaft and Jing Biquan from bottom to up, pacify in the well grate circle
Well grate is equipped with, the pedestal, circle pit shaft, support pad plate, square pit shaft, Jing Biquan and well grate are located on same center line, the side
The water inlet and water outlet of pit shaft are connected with upstream branch conduit and downstream branch conduit respectively, and anti-blocking infiltration is shelved with the support pad plate
Head, the top of the anti-blocking infiltration head is concordant with the water inlet bottom surface of side's pit shaft, has several rows on the barrel of the round pit shaft
Limbers, is mounted with infiltration sensor in the pedestal.
2. urban road according to claim 1 oozes the monitoring device of catch-basin recharge of groundwater, it is characterised in that：It is described
Support pad plate be circular slab, there is square wellhole at the center of support pad plate, and the top surface of support pad plate surrounds the surrounding side of having of the wellhole
There are circular fin circle in shape fin circle, the bottom surface of support pad plate, and the circular fin circle, square fin circle and support pad plate are positioned at same
On center line, there is cable aperture on the outside of the circular fin circle on the support pad plate.
3. urban road according to claim 1 oozes the monitoring device of catch-basin recharge of groundwater, it is characterised in that：It is described
Anti-blocking infiltration head include square base, there is the fin upwarped at four edges of the base, has circle in the middle part of base
Through hole, the anti-blocking cap of circular cone hull shape is connected with base, has equidistant limbers on base, has ordered series of numbers on the anti-blocking cap
Strip limbers.
4. urban road according to claim 1 oozes the monitoring device of catch-basin recharge of groundwater, it is characterised in that：It is described
Pedestal be circle shape, the boots sword of wedge shape is arranged at the outside diameter such as pedestal and the circle pit shaft, the bottom of pedestal, and the top of pedestal has
The screw thread being connected with the round pit shaft, there is horizontal groove in the middle part of base outer wall, and the infiltration sensor is installed on described
In groove.
5. urban road according to claim 1 oozes the monitoring device of catch-basin recharge of groundwater, it is characterised in that：It is described
There is vertical caulking groove on the outer wall of circle pit shaft.
A kind of 6. construction method based on the monitoring device of claim 1,2,3,4 or 5, it is characterised in that：Specifically include with
Lower step：
（1）, by seep water sensor be installed on place pedestal groove in, by pedestal be installed on circle pit shaft bottom, and will infiltration
The cable of sensor is through the caulking groove on circle pit shaft outer wall, from the Base top contact of circle pit shaft；
（2）, in the subgrade construction of urban road, in all positions for oozing catch-basin in roadbed both sides, with drilling machine in roadbed and ground
Vertical circular hole is drilled out on base, pit shaft will be justified and pedestal is put into drilling, fine sand is tamped in the surrounding of circle pit shaft, until with justifying well
The either flush of cylinder；
（3）, support pad plate is positioned over to the top surface of round pit shaft, the cable for the sensor that seeps water is drawn out of support pad plate cable aperture,
After the wellhole of temporary cover support pad plate, continue the foundation plane that construction subgrade reaches roadbed；
（4）, in the position for oozing catch-basin, excavate out the top surface that square foundation pit reaches support pad plate, temporary cover removed, in foundation pit
After the side's of building by laying bricks or stones pit shaft, Jing Biquan is disposed in the top surface of square pit shaft, well grate circle top surface is concordant with the height on road surface, opened in roadbed
Dig embedding branch pipe after the foundation pit of branch pipe, one end of branch pipe be connected with the water outlet of party upstream pit shaft, by the other end of branch pipe and
The water inlet connection of downstream side pit shaft, then the foundation pit of branch pipe is backfilled up to the foundation plane of roadbed；
（5）, complete road surface construction after, clean out the debris oozed in catch-basin, oozing support pad plate in catch-basin top surface place
Anti-blocking infiltration head, then well grate is covered on Jing Biquan；
（6）, cable and terrestrial wireless the transmitting equipment for the sensor that seeps water coupled, ooze catch-basin according to above-mentioned steps completion is all
Construction after, that is, complete the construction that urban road oozes the monitoring device of catch-basin recharge of groundwater.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711432171.1A CN107905334B (en) | 2017-12-26 | 2017-12-26 | Monitoring device for supplementing groundwater for urban road dewatering well and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711432171.1A CN107905334B (en) | 2017-12-26 | 2017-12-26 | Monitoring device for supplementing groundwater for urban road dewatering well and construction method |
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| Publication Number | Publication Date |
|---|---|
| CN107905334A true CN107905334A (en) | 2018-04-13 |
| CN107905334B CN107905334B (en) | 2023-06-23 |
Family
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711432171.1A Active CN107905334B (en) | 2017-12-26 | 2017-12-26 | Monitoring device for supplementing groundwater for urban road dewatering well and construction method |
Country Status (1)
| Country | Link |
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| CN (1) | CN107905334B (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109457756A (en) * | 2018-11-07 | 2019-03-12 | 孙孝仁 | A kind of circle repeater water supply well and its construction process |
| CN111852378A (en) * | 2020-08-04 | 2020-10-30 | 中国石油化工股份有限公司 | Shale gas casing head protection process |
| CN112392023A (en) * | 2020-11-09 | 2021-02-23 | 上海宝冶工程技术有限公司 | Automatic monitoring water level gauge device capable of being used as waterproof baffle |
| CN112411667A (en) * | 2019-08-23 | 2021-02-26 | 骊住株式会社 | Pit lining |
Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE19547379A1 (en) * | 1995-12-19 | 1997-07-03 | Martin Dipl Ing Bullermann | Storage tank for rain water |
| JP2002317486A (en) * | 2001-04-19 | 2002-10-31 | Enlighten Corporation | Rainwater outflow restricting facility |
| JP2007231734A (en) * | 2004-10-15 | 2007-09-13 | Erudekku:Kk | Infiltrating structure |
| EP2058441A1 (en) * | 2007-11-09 | 2009-05-13 | luxin (green planet) ag | System for storing and purifying water |
| CN201459905U (en) * | 2009-04-29 | 2010-05-12 | 姜生辉 | Urban rainwater drainage system |
| CN104179240A (en) * | 2014-07-21 | 2014-12-03 | 上海彪能建筑科技有限公司 | Rainwater infiltration well |
| CN104499560A (en) * | 2014-12-22 | 2015-04-08 | 洛阳城市建设勘察设计院有限公司 | Combined rainwater seepage well and construction method |
| CN104988825A (en) * | 2015-07-09 | 2015-10-21 | 东南大学 | Ecological road engineering system |
| CN205063005U (en) * | 2015-10-28 | 2016-03-02 | 广州城建职业学院 | Can carry out novel rainwater well that compensates to groundwater |
| CN106289392A (en) * | 2016-08-01 | 2017-01-04 | 东南大学 | A kind of monitoring water environment system being applied to urban road |
| CN207919697U (en) * | 2017-12-26 | 2018-09-28 | 水利部交通运输部国家能源局南京水利科学研究院 | Urban road oozes the monitoring device of catch-basin recharge of groundwater |
-
2017
- 2017-12-26 CN CN201711432171.1A patent/CN107905334B/en active Active
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE19547379A1 (en) * | 1995-12-19 | 1997-07-03 | Martin Dipl Ing Bullermann | Storage tank for rain water |
| JP2002317486A (en) * | 2001-04-19 | 2002-10-31 | Enlighten Corporation | Rainwater outflow restricting facility |
| JP2007231734A (en) * | 2004-10-15 | 2007-09-13 | Erudekku:Kk | Infiltrating structure |
| EP2058441A1 (en) * | 2007-11-09 | 2009-05-13 | luxin (green planet) ag | System for storing and purifying water |
| CN201459905U (en) * | 2009-04-29 | 2010-05-12 | 姜生辉 | Urban rainwater drainage system |
| CN104179240A (en) * | 2014-07-21 | 2014-12-03 | 上海彪能建筑科技有限公司 | Rainwater infiltration well |
| CN104499560A (en) * | 2014-12-22 | 2015-04-08 | 洛阳城市建设勘察设计院有限公司 | Combined rainwater seepage well and construction method |
| CN104988825A (en) * | 2015-07-09 | 2015-10-21 | 东南大学 | Ecological road engineering system |
| CN205063005U (en) * | 2015-10-28 | 2016-03-02 | 广州城建职业学院 | Can carry out novel rainwater well that compensates to groundwater |
| CN106289392A (en) * | 2016-08-01 | 2017-01-04 | 东南大学 | A kind of monitoring water environment system being applied to urban road |
| CN207919697U (en) * | 2017-12-26 | 2018-09-28 | 水利部交通运输部国家能源局南京水利科学研究院 | Urban road oozes the monitoring device of catch-basin recharge of groundwater |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109457756A (en) * | 2018-11-07 | 2019-03-12 | 孙孝仁 | A kind of circle repeater water supply well and its construction process |
| CN109457756B (en) * | 2018-11-07 | 2020-09-25 | 孙孝仁 | Circular surrounding plate water source well and construction method thereof |
| CN112411667A (en) * | 2019-08-23 | 2021-02-26 | 骊住株式会社 | Pit lining |
| CN111852378A (en) * | 2020-08-04 | 2020-10-30 | 中国石油化工股份有限公司 | Shale gas casing head protection process |
| CN111852378B (en) * | 2020-08-04 | 2022-06-10 | 中国石油化工股份有限公司 | Shale gas casing head protection process |
| CN112392023A (en) * | 2020-11-09 | 2021-02-23 | 上海宝冶工程技术有限公司 | Automatic monitoring water level gauge device capable of being used as waterproof baffle |
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| Publication number | Publication date |
|---|---|
| CN107905334B (en) | 2023-06-23 |
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