CN203701255U - Device for collecting rainwater on road to supplement underground water - Google Patents
Device for collecting rainwater on road to supplement underground water Download PDFInfo
- Publication number
- CN203701255U CN203701255U CN201420053930.9U CN201420053930U CN203701255U CN 203701255 U CN203701255 U CN 203701255U CN 201420053930 U CN201420053930 U CN 201420053930U CN 203701255 U CN203701255 U CN 203701255U
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- recharge
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Abstract
The utility model relates to a device for collecting rainwater on the road to supplement underground water. The device comprises guide ditches positioned on two sides of the road and extending along the length direction of the road, water filtering wells for filtering rainwater and supplementing the underground water are arranged on the outer sides of the guide ditches, and the guide ditches are communicated with the filtering wells through guide pipes. The device can collect rainwater to supplement underground water, therefore, the problem of growing shortage of underground water is solved, and the water resource is utilized and protected effectively.
Description
Technical field
The utility model relates to a kind of road rain water recharge of groundwater device of collecting, and belongs to environmental protection facility field.
Background technology
Soil erosion, not only refers to that the soil body under rain drop erosion runs off, and also comprises the loss of water; The expenditure of the Nature is in a basic balance with income, the sun is by after surface water evaporation, with rainwater compensation, moist the earth, and modern civilization has caused many places, ground hardened (as road, ground, square etc.), the ground that these are hardened, tans by the sun lower ground moisture at the sun and is gone out by evaporation, and while raining, rainwater flows away on the ground of being hardened, return less than underground, make underground water source can not get supplementing.Thereby the arid that causes some areas can not get alleviating, and affects people's life.
Utility model content
In order to address the above problem, the utility model proposes a kind of road rain water recharge of groundwater device of collecting, this device can be collected rainwater, and underground water is supplemented, and alleviates the problem that underground water lacks day by day, effectively utilizes and water conservation.
The utility model solves the technical scheme that its technical problem adopts: a kind of road rain water recharge of groundwater device of collecting, comprise the curb that is positioned at road both sides and arranges along link length direction, the outside of described curb is provided with rainwater is played a role in filtering and the water filter well of recharge of groundwater, and described curb and water filter well are communicated with by mozzle.
Clear distance between described water filter well and curb is 2～5 meters.
Described curb comprises curb ditch body and curb operculum colpi, and the sidewall of described curb ditch body is provided with water conservancy diversion pore.
Described curb ditch body is made up of steel concrete or forms with brick, 300 millimeters of furrow widths, dark 300～600 millimeters, 150～200 millimeters of 150～200 millimeters of ditch base thicknesses of wall thickness, ditch grade 1%～2%.
Described water conservancy diversion operculum colpi, is made up of pervious concrete, and 100 millimeters of operculum colpi thickness are long 1 meter, wide 600～700 millimeters; Rainwater while raining on road can enter in curb by water conservancy diversion operculum colpi.
Described water filter well is 1～2 meter of diameter, the collecting well that the degree of depth is 3～5 meters, and the clear spacing of adjacent two water filter wells is 20～30 meters.
Described water filter well by the borehole wall, pervious concrete well lid, water filter well at the bottom of, water-permeable brick ground and sand filter blanket form; The side that the described borehole wall is positioned at curb is provided with water conservancy diversion pore.
The described borehole wall is built by laying bricks or stones by water-permeable brick or pervious concrete is built and formed, 240 millimeters of wall thickness while building by laying bricks or stones with water-permeable brick, 15～200 millimeters of wall thickness while building with pervious concrete.
Thick 100～150 millimeters of described pervious concrete well lid, 1300～2400 millimeters of diameters.
At the bottom of described water filter well, made by ordinary reinforced concrete, thick 250～300 millimeters, 1300～2400 millimeters of diameters.
The thickness of described sand filter blanket is 500～600 millimeters, is the packed layer between the borehole wall and plain soil, is the filtration beds of protection water quality, does sand filter blanket near the borehole wall with medium coarse sand, does sand filter blanket near element soil with fine sand.
Described mozzle is that diameter is coating steel pipe, cast iron pipe or the plastic conduit of 100～200 millimeters, can in the time of construction diversion ditch and water filter well, carry out pre-buried, also can be respectively in the first service sleeve of curb and the corresponding position of water filter well, rear installation.
The beneficial effects of the utility model are: a kind of road rain water recharge of groundwater device of collecting, this device can be collected rainwater, and underground water is supplemented, and alleviates the problem that underground water lacks day by day, effectively utilizes and water conservation.
Brief description of the drawings
Below in conjunction with drawings and Examples, the utility model is described in further detail.
Accompanying drawing 1 is to collect road rain water recharge of groundwater device schematic diagram.
Accompanying drawing 2 is curb structural representations.
Accompanying drawing 3 is water filter well structural representations.
In figure, 1. curb, 1-1. curb ditch body, 1-2. water conservancy diversion operculum colpi, 1-3. water conservancy diversion pore, 2. water filter well, the 2-1. drainage borehole wall, 2-2. pervious concrete well lid, at the bottom of 2-3. water filter well, 2-4. Dank floor tile, 2-5. water filter well water conservancy diversion pore, 2-6. sand filter blanket, 3. mozzle, 4. road, 5. element soil.
Detailed description of the invention
In the accompanying drawings, a kind of road rain water recharge of groundwater device of collecting, comprise the curb 1 that is positioned at road 4 both sides and arranges along road 4 length directions, the outside of described curb 1 is provided with rainwater is played a role in filtering and the water filter well 2 of recharge of groundwater, and described curb 1 and water filter well 2 are communicated with by mozzle 3.
Clear distance between described water filter well 2 and curb 1 is 2～5 meters.
Described curb 1 comprises curb ditch body 1-1 and curb operculum colpi 1-2, and the sidewall of described curb ditch body 1-1 is provided with water conservancy diversion pore.
Described curb ditch body 1-1 is made up of steel concrete or forms with brick, 300 millimeters of furrow widths, dark 300-600 millimeter, 150～200 millimeters of 150～200 millimeters of ditch base thicknesses of wall thickness, ditch grade 1%～2%.
Described water conservancy diversion operculum colpi 1-2, is made up of pervious concrete, and 100 millimeters of operculum colpi thickness are long 1 meter, wide 600～700 millimeters; Rainwater while raining on road 4 can enter in curb 1 by water conservancy diversion operculum colpi 1-2.
Described water filter well 2 is 1～2 meter of diameter, the collecting well that the degree of depth is 3～5 meters, and the clear spacing of adjacent two water filter wells 2 is 20～30 meters.
Described water filter well 2 by borehole wall 2-1, pervious concrete well lid 2-2, water filter well at the bottom of 2-3, water-permeable brick ground 2-4 and sand filter blanket 2-5 form; The side that described borehole wall 2-1 is positioned at curb 1 is provided with water conservancy diversion pore.
Described borehole wall 2-1 is built by laying bricks or stones by water-permeable brick or pervious concrete is built and formed, 240 millimeters of wall thickness while building by laying bricks or stones with water-permeable brick, 15～200 millimeters of wall thickness while building with pervious concrete.
Thick 100～150 millimeters of described pervious concrete well lid 2-2,1300～2400 millimeters of diameters.
At the bottom of described water filter well, 2-3 is made up of ordinary reinforced concrete, and thick 250～300 millimeters, 1300～2400 millimeters of diameters.
The thickness of described sand filter blanket 2-5 is 500～600 millimeters, is the packed layer between borehole wall 2-1 and element soil 5, is the filtration beds of protection water quality, does sand filter blanket near borehole wall 2-1 with medium coarse sand, does sand filter blanket near element soil 5 use fine sands.
Described mozzle 3 is that diameter is coating steel pipe, cast iron pipe or the plastic conduit of 100～200 millimeters, can carry out during with water filter well 2 at construction diversion ditch 1 pre-buried, also can be respectively in the corresponding position of curb 1 and water filter well 2 elder generation service sleeve, rear installation.
While raining, rainwater on road 4 sees through pervious concrete water conservancy diversion operculum colpi 1-2 and will be pooled in curb 1, water in curb enters water filter well 2 by mozzle 3, drainage borehole wall 2-1 is made up of pervious concrete, water in water filter well 2 enters sand filter blanket 2-6 by drainage borehole wall 2-1 and enters in element soil 5, realizes supplementing underground water.
Claims (8)
1. collect road rain water recharge of groundwater device for one kind, it is characterized in that, comprise the curb (1) that is positioned at road (4) both sides and arranges along road (4) length direction, the outside of described curb (1) is provided with rainwater is played a role in filtering and the water filter well (2) of recharge of groundwater, and described curb (1) and water filter well (2) are communicated with by mozzle (3).
2. a kind of road rain water recharge of groundwater device of collecting according to claim 1, is characterized in that, the clear distance between described water filter well (2) and curb (1) is 2～5 meters.
3. a kind of road rain water recharge of groundwater device of collecting according to claim 1, is characterized in that, described curb (1) comprises curb ditch body (1-1) and curb operculum colpi (1-2), and the sidewall of described curb ditch body (1-1) is provided with water conservancy diversion pore.
4. a kind of road rain water recharge of groundwater device of collecting according to claim 3, it is characterized in that, described curb ditch body (1-1) is made up of steel concrete or is formed with brick, 300 millimeters of furrow widths, dark 300～600 millimeters, 150～200 millimeters of 150～200 millimeters of ditch base thicknesses of wall thickness, ditch grade 1%～2%; Described water conservancy diversion operculum colpi (1-2), is made up of pervious concrete, and 100 millimeters of operculum colpi thickness are long 1 meter, wide 600～700 millimeters.
5. a kind of road rain water recharge of groundwater device of collecting according to claim 1, is characterized in that, described water filter well (2) is straight 1～2 meter, the collecting well that the degree of depth is 3～5 meters, and the clear spacing of adjacent two water filter wells (2) is 20～30 meters.
6. one is collected road rain water recharge of groundwater device according to claim 1 or 5, it is characterized in that, described water filter well (2) by the borehole wall (2-1), pervious concrete well lid (2-2), water filter well at the bottom of (2-3), water-permeable brick ground (2-4) and sand filter blanket (2-5) form; The side that the described borehole wall (2-1) is positioned at curb (1) is provided with water conservancy diversion pore.
7. a kind of road rain water recharge of groundwater device of collecting according to claim 6, it is characterized in that, the described borehole wall (2-1) is built by laying bricks or stones by water-permeable brick or pervious concrete is built and formed, 240 millimeters of wall thickness while building by laying bricks or stones with water-permeable brick, 15～200 millimeters of wall thickness while building with pervious concrete; Thick 100～150 millimeters of described pervious concrete well lid (2-2), 1300～2400 millimeters of diameters; At the bottom of described water filter well, (2-3) is made up of ordinary reinforced concrete, and thick 250～300 millimeters, 1300～2400 millimeters of diameters; The thickness of described sand filter blanket (2-5) is 500～600 millimeters, is the packed layer between the borehole wall (2-1) and element soil (5), is the filtration beds of protection water quality, does sand filter blanket near the borehole wall (2-1) with medium coarse sand, does sand filter blanket near element soil (5) with fine sand.
8. a kind of road rain water recharge of groundwater device of collecting according to claim 1, is characterized in that, described mozzle (3) is that diameter is coating steel pipe, cast iron pipe or the plastic conduit of 100～200 millimeters.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420053930.9U CN203701255U (en) | 2014-01-28 | 2014-01-28 | Device for collecting rainwater on road to supplement underground water |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420053930.9U CN203701255U (en) | 2014-01-28 | 2014-01-28 | Device for collecting rainwater on road to supplement underground water |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203701255U true CN203701255U (en) | 2014-07-09 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420053930.9U Expired - Fee Related CN203701255U (en) | 2014-01-28 | 2014-01-28 | Device for collecting rainwater on road to supplement underground water |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203701255U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104196005A (en) * | 2014-08-26 | 2014-12-10 | 济南大学 | Efficient and anti-blocking water-bearing stratum supply device |
| CN104847010A (en) * | 2015-03-23 | 2015-08-19 | 重庆大学 | Urban miniature underground reservoir and construction method |
| CN106758652A (en) * | 2016-11-25 | 2017-05-31 | 西南交通大学 | A kind of high intensity pervious concrete road |
| CN106948237A (en) * | 2017-03-29 | 2017-07-14 | 浙江环宏市政建设有限公司 | Road and its construction method with sump |
| CN107975124A (en) * | 2017-11-30 | 2018-05-01 | 西安理工大学 | Sponge city sand drain system |
| CN109281373A (en) * | 2018-11-16 | 2019-01-29 | 扬州大学 | A kind of dirty type combined water drain pipe of filter and water discharge method |
| 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 |
-
2014
- 2014-01-28 CN CN201420053930.9U patent/CN203701255U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104196005A (en) * | 2014-08-26 | 2014-12-10 | 济南大学 | Efficient and anti-blocking water-bearing stratum supply device |
| CN104847010A (en) * | 2015-03-23 | 2015-08-19 | 重庆大学 | Urban miniature underground reservoir and construction method |
| CN106758652A (en) * | 2016-11-25 | 2017-05-31 | 西南交通大学 | A kind of high intensity pervious concrete road |
| CN106758652B (en) * | 2016-11-25 | 2018-12-25 | 西南交通大学 | A kind of high intensity pervious concrete road |
| CN106948237A (en) * | 2017-03-29 | 2017-07-14 | 浙江环宏市政建设有限公司 | Road and its construction method with sump |
| CN107975124A (en) * | 2017-11-30 | 2018-05-01 | 西安理工大学 | Sponge city sand drain system |
| CN109281373A (en) * | 2018-11-16 | 2019-01-29 | 扬州大学 | A kind of dirty type combined water drain pipe of filter and water discharge method |
| 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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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: 20140709 Termination date: 20150128 |
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| EXPY | Termination of patent right or utility model |