CN209082657U - A kind of energy-saving drainage system of afforestation - Google Patents
A kind of energy-saving drainage system of afforestation Download PDFInfo
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- CN209082657U CN209082657U CN201821557543.3U CN201821557543U CN209082657U CN 209082657 U CN209082657 U CN 209082657U CN 201821557543 U CN201821557543 U CN 201821557543U CN 209082657 U CN209082657 U CN 209082657U
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- gully
- energy
- drainage system
- sand bed
- drainage channel
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Abstract
The utility model discloses a kind of energy-saving drainage systems of afforestation, be related to a kind of drainage system, drip irrigation device include road surface two sides are set and be vertically arranged gully, on gully side wall offer horizontal drainage channel, the drainage channel other end is connect with drainpipe；It is equipped with sand bed in the gardens of both sides of the road, is equipped with clay layer on the downside of sand bed；The sand bed and clay layer are lower in the side horizontal position close to gully, and to extension on the outside of gully, the infiltration structure that connection sand bed and gully are permeated for moisture is provided on the upside of the gully.Floating material in draining can be filtered, to preferably prevent the clogging of drainage pipeline.
Description
Technical field
The utility model relates to a kind of drainage systems, more particularly to a kind of energy-saving drainage system of afforestation.
Background technique
In recent years, since Some Domestic urban drainage pipe network arranges not scientific, pipeline aging, standard of drainage is lower.Municipal administration
Pumping equipment is not perfect with regard to unsound, Drainage System Construction lag.It is more than municipal drainage when encountering precipitation or continuous precipitation
Ability easily leads to urban waterlogging ponding disaster.
At the same time, can usually have gardens in the two sides of road, instantly compared with torrential rain when, the rainwater in gardens can not
It is enough timely to permeate the ground, it is easy to road to be imported, so that the road surface after hardening can have the floating such as a large amount of soil, leaf
Object, when being drained using gully, it is easy to influence blocking, cause road ponding, a kind of section of afforestation is now provided
It can drainage system.
Utility model content
In view of the deficienciess of the prior art, the purpose of this utility model is to provide a kind of energy conservation drainings of afforestation
System can be filtered the floating material in draining, to preferably prevent the clogging of drainage pipeline.
To achieve the above object, the utility model provides following technical solution:
A kind of energy-saving drainage system of afforestation, including road surface two sides are set and are vertically arranged gully, arranging
Horizontal drainage channel is offered on well side wall, the drainage channel other end is connect with drainpipe；In the garden of both sides of the road
It is equipped with sand bed in woods, is equipped with clay layer on the downside of sand bed；The sand bed and clay layer are horizontal close to the side of gully
Position is lower, and extends on the outside of gully, be provided on the upside of the gully connection sand bed and gully for moisture into
The infiltration structure of row infiltration.
By using above-mentioned technical proposal, the gully and drainage channel by setting are for being discharged water flow, together
When, by the sand bed and clay layer of setting, for seeping water, clay layer can permeate water flow sand bed, meanwhile, when water flows through
When big, water flow can be flowed along sand bed inclined surface, be flowed in gully, the phenomenon that so as to avoid road surface is overflowed to, be led to
It crosses and penetrates into gully, the floating materials such as leaf in gully are less, to prevent the blocking of drainage channel.
Preferably, the infiltration structure includes the filter screen that ring is located at the gully lateral wall, on the downside of the filter screen
It is crimped by clay layer, upside is crimped by sand bed；Several permeable holes are offered on the gully side wall, the permeable hole is filtered
Net blocks.
By using above-mentioned technical proposal, pass through the filter screen of setting and the permeable hole being provided on gully side wall, mistake
Strainer can be filtered sand bed, meanwhile, water flow can be by being discharged into gully in permeable hole.
Preferably, being provided with ponding tower in gardens, return water pipe is connected between the drainpipe and ponding tower, it is described
Water pump is provided on return water pipe.
Recycling secondary use can be carried out to water flow by the ponding tower of setting by using above-mentioned technical proposal.
Preferably, vertical water fender is fixedly installed in the drainage channel and on upper side wall, in the draining
In channel and be located in its lower wall and be fixedly installed vertical weir plate, the water fender be located at the weir plate and gully it
Between；The lower end of the water fender is lower than the upper surface of the weir plate.
It is used for urban road drainage, passes through the water blocking of setting by the gully of setting by using above-mentioned technical proposal
Plate and weir plate are overflow upwards first when water flow enters in gully, by climbing at the top of weir plate, in the mistake overflow upwards
Cheng Zhong, the grains of sand inside water flow are deposited in gully bottom, and water flow when climbing over weir plate, cut by the water fender in front by water flow upper surface
It is disconnected so that the floating material on the upside of upper water flow is intercepted by water-blocking plate, thus, realize in water flow the grains of sand and floating material carried out
Filter.The phenomenon that avoiding drainage channel blocking.
Preferably, the drainage channel forms discharge outlet in one end close to gully, the discharge outlet is higher than the row
The bottom of well forms precipitation tank in the bottom of the gully.
By using above-mentioned technical proposal, by the precipitation tank of setting, so that water flow is after entering gully, water first
Stream can be by drainage channel after covering precipitation tank, and then water flow goes up again, by this way, so that heavy in water flow
Starch is located in precipitation tank mostly, so that convenient clear up it, at the same time, does not influence the drainage efficiency of drainage channel.
Preferably, being provided with filter plate in the discharge outlet position, the upper surface of the filter plate is higher than the water fender
Lower end surface.
Water flow can be filtered by using above-mentioned technical proposal by the filter plate of setting.
Preferably, the filter plate is fenestral fabric.
Preferably, the filter plate removable plug is on the side wall of the gully.
By using above-mentioned technical proposal, by way of grafting, filter plate is dismantled, thus, it is convenient
To being cleared up in drainage channel.
Preferably, being fixedly installed several fixations on the gully side wall and positioned at discharge outlet lower horizontal interval
Ring, the fixed ring are arranged at intervals with several in vertical direction；The filter plate lower end is fixedly installed pluggable described solid
Determine the fixed link in ring.
It can be convenient and filter plate is torn open by the fixed ring and fixed link of setting by using above-mentioned technical proposal
It unloads.
Preferably, the water fender is apart from the discharge outlet 30-50cm；Horizontal distance is between the water fender and weir plate
Between 30-70cm.
By using above-mentioned technical proposal, can facilitate to the position in drainage channel and between water fender and weir plate
It is cleared up.
In conclusion the utility model has the following beneficial effects:
1, by the gully of setting and drainage channel for water flow to be discharged, meanwhile, by the sand bed of setting and
Clay layer, for seeping water, clay layer can permeate water flow sand bed, meanwhile, when water flow is excessive, water flow can be along sand bed
Inclined surface is flowed, and is flowed in gully, the phenomenon that so as to avoid road surface is overflowed to, by penetrating into gully, is arranged
The floating materials such as the leaf in well are less, to prevent the blocking of drainage channel；
2, by the gully of setting, it is used for urban road drainage, by the water fender and weir plate of setting, is entered in water flow
It when into gully, overflows upwards first, the grains of sand by being climbed at the top of weir plate, during having overflow upwards, inside water flow
It is deposited in gully bottom, when climbing over weir plate, water flow upper surface is truncated water flow by the water fender in front, so that on the upside of upper water flow
Floating material is intercepted by water-blocking plate, thus, realize in water flow the grains of sand and floating material be filtered.Avoid drainage channel blocking
The phenomenon that；
3, by the precipitation tank of setting, so that water flow, after entering gully, water flow covers precipitation tank later just first
Drainage channel can be passed through, then water flow goes up again, by this way, so that the sediment in water flow is located at precipitation tank mostly
It is interior, so that convenient clear up it, at the same time, the drainage efficiency of drainage channel is not influenced.
Detailed description of the invention
Fig. 1 is the schematic diagram of the energy-saving drainage system of afforestation；
Fig. 2 is the schematic diagram of prominent draining well construction in the energy-saving drainage system of afforestation；
The schematic diagram of prominent ponding tower in the energy-saving drainage system of the position Fig. 3 afforestation.
Appended drawing reference: 1, gully；11, well lid；12, discharge outlet；13, precipitation tank；14, waterproof layer；2, drainage channel；
21, water fender；22, weir plate；23, filter plate；231, fixed ring；232, fixed link；3, drainpipe；4, sand bed；41, clay layer；
5, infiltration structure；51, filter screen；52, permeable hole；6, ponding tower；61, return water pipe；62, water pump.
Specific embodiment
The utility model is described in further detail below in conjunction with attached drawing, wherein the identical attached drawing of identical components
Label indicates.It should be noted that word "front", "rear" used in the following description, "left", "right", "up" and "down", " bottom
Face " and " top surface " refer to that the direction in attached drawing, word "inner" and "outside" are referred respectively to towards or away from particular elements geometry
The direction at center.
A kind of energy-saving drainage system of afforestation, as shown in Figure 1, including the row that road surface two sides are arranged in and are vertically arranged
Well 1, horizontal drainage channel 2 is offered on 1 side wall of gully, 2 other end of drainage channel is connect with drainpipe 3；In road
It is equipped with sand bed 4 in the gardens of road two sides, is equipped with clay layer 41 on the downside of sand bed 4；Sand bed 4 and clay layer 41 are close to draining
The side horizontal position of well 1 is lower, and to extending on the outside of gully 1, connection sand bed 4 and draining are provided on the upside of gully 1
The infiltration structure 5 that well 1 is permeated for moisture.In rainy season, rainwater can rapidly permeate into below ground by sand bed 4, by ground
Under be sent to gully 1, so as to avoid the excessive phenomenon of road ponding, at the same time, it is miscellaneous more to effectively prevent leaf etc.
Object enters gully 1.
Referring to figs. 1 and 2, after rainwater penetrates into sand bed 4, subsurface can be penetrated by the clay layer 41 of downside
Side can be permeated along sand bed 4 to 1 side of gully, when excessive rainfall so that excessive rainfall flows into gully 1.
Wherein, infiltration structure 5 includes the filter screen 51 that ring is located at 1 lateral wall of gully, and 51 downside of filter screen is by clay layer
41 crimping, upside is crimped by sand bed 4；Several permeable holes 52 are offered on 1 side wall of gully, permeable hole 52 is hidden by filter screen 51
Gear.By offer filter screen 51 can sandy layer 4 be filtered, at the same time, rainwater is facilitated by the permeable hole 52 opened up
It flows into gully 1.
Gully 1 can be set to rectangle, may be set to be circle, be covered with well lid 11 in 1 opening of gully,
It carries out in drainage procedure, after water enters in gully 1, drains water flow into drainpipe 3 by drainage channel 2.
The port that drainage channel 2 is connected to gully 1 is discharge outlet 12, when designing drainage channel 2, by drainage channel 2
The height of setting is higher than the bottom of gully 1, the i.e. bottom for opening up position and being higher than gully 1 of discharge outlet 12, in gully 1
Bottom is formed with precipitation tank 13.When being drained, when water flow is entered in gully 1, water needs to fill precipitation tank 13 first, so
Drainage channel 2 can be just diffused in afterwards.Since water flow is when entering in gully 1, sand can be carried, passes through the precipitation tank of setting
13, the sand in water flow can be precipitated, so that sewage flows into drainage channel 2, to obtain water flow sandstone less, thus compared with
For the blocking for effectively preventing drainage channel 2.
Water flow enter gully 1 in, can also carry floating material, for example, the impurity such as leaf, sawdust, plastics and these
Substance is easier to cause line clogging.Therefore it is fixedly installed in drainage channel 2 and on upper side wall in vertical water fender
21, weir plate 22 is fixedly installed in drainage channel 2 and positioned at its lower wall, wherein the lower end surface of water fender 21 is lower than weir plate
22 upper surface, thus, when horizontally entering into drainage channel 2, need to cover weir plate 22 to continue to drain, but when water covers
23 lower end surface of filter plate is alreadyd exceed when weir plate 22, on the upside of the water surface, so that filter plate 23 hinders the floating material in the water surface
Gear so that more effectively preventing floating material enters drainpipe 3, and then prevents drainpipe 3 from blocking.
The position of discharge outlet 12 is provided with filter plate 23, and the upper surface of filter plate 23 is higher than the lower end of water fender 21
Face, and the setting of filter plate 23 is in reticular structure.To which during being drained, the water surface is during rising, floating material
It can not be penetrated by filter plate 23, when sewage level is higher than filter plate 23, at this time, sewage level is already higher than water fender 21
Lower end surface, therefore, the floating material in sewage can not have 22 upper end of weir plate to climb over, therefore, by the filter plate 23 of setting,
Further floating material can be intercepted, so that the floating material in sewage is blocked on source.
When water surface decline, floating material can be intercepted at 22 inside of weir plate, clear up floating material, filter for convenience
Plate 23 is fixed on the side wall of gully 1 by removably.Wherein, on the side wall of gully 1 and positioned at discharge outlet 12
Lower horizontal be fixed at intervals with several fixed rings 231, the fixed ring 231 be arranged at intervals in vertical direction it is several, in mistake
The lower end of filter plate 23 is fixedly installed the pluggable fixed link 232 for having fixed ring 231.When in use, by inserting fixed link 232
It connects in fixed ring 231, so that plate be fixed to filter plate 23.
The position in drainage channel 2 and between water fender 21 and weir plate 22 is cleared up for convenience, therefore will gear
Distance is set as 30-70cm between water plate 21 and weir plate 22, and at the same time, distance of the water fender 21 apart from discharge outlet 12 is 30-
50cm, thus, it is more preferably convenient when cleaning since distance is shorter when clearing up drainage channel 2.
As shown in figure 3, it is further, in order to more preferably adequately utilize to rainwater, it is provided with ponding tower on the ground
6, return water pipe 61 is connected between ponding tower 6 and drainpipe 3, meanwhile, it is connected with water pump 62 on return water pipe 61, passes through
Water pump 62 can recycle rainwater, and rainwater after the recovery can pour gardens.
This specific embodiment is only the explanation to the utility model, is not limitations of the present invention, ability
Field technique personnel can according to need the modification that not creative contribution is made to the present embodiment after reading this specification, but
As long as all by the protection of Patent Law in the scope of the claims of the utility model.
Claims (10)
1. a kind of energy-saving drainage system of afforestation, it is characterised in that: including the row that road surface two sides are arranged in and are vertically arranged
Well (1) offers horizontal drainage channel (2), the drainage channel (2) other end and draining on gully (1) side wall
Manage (3) connection；It is equipped with sand bed (4) in the gardens of both sides of the road, is equipped with clay layer (41) on the downside of sand bed (4)；It is described
Sand bed (4) and clay layer (41) are lower in the side horizontal position close to gully (1), and extend to gully (1) outside,
The infiltration structure (5) that gully (1) upside is provided with connection sand bed (4) and gully (1) is permeated for moisture.
2. the energy-saving drainage system of afforestation according to claim 1, it is characterized in that: the infiltration structure (5) includes
Ring is located at the filter screen (51) of the gully (1) lateral wall, is crimped on the downside of the filter screen (51) by clay layer (41), upside
It is crimped by sand bed (4)；It is offered several permeable holes (52) on gully (1) side wall, the permeable hole (52) is by filter screen
(51) it blocks.
3. the energy-saving drainage system of afforestation according to claim 1, it is characterized in that: being provided with ponding tower in gardens
(6), it is connected with return water pipe (61) between the drainpipe (3) and ponding tower (6), is provided with water on the return water pipe (61)
It pumps (62).
4. the energy-saving drainage system of afforestation according to claim 1, it is characterized in that: in the drainage channel (2) and
It is fixedly installed vertical water fender (21) on upper side wall, in the drainage channel (2) and is located at solid in its lower wall
Surely it is provided with vertical weir plate (22), the water fender (21) is between the weir plate (22) and gully (1)；The water blocking
The lower end of plate (21) is lower than the upper surface of the weir plate (22).
5. the energy-saving drainage system of afforestation according to claim 4, it is characterized in that: the drainage channel (2) is leaning on
One end of nearly gully (1) forms discharge outlet (12), and the discharge outlet (12) is higher than the bottom of the gully (1), described
Precipitation tank (13) are formed on the bottom of gully (1).
6. the energy-saving drainage system of afforestation according to claim 5, it is characterized in that: in the discharge outlet (12) position
It is provided with filter plate (23), the upper surface of the filter plate (23) is higher than the lower end surface of the water fender (21).
7. the energy-saving drainage system of afforestation according to claim 6, it is characterized in that: the filter plate (23) is grid
Shape structure.
8. the energy-saving drainage system of afforestation according to claim 6, it is characterized in that: the filter plate (23) is detachable
It is plugged on the side wall of the gully (1).
9. the energy-saving drainage system of afforestation according to claim 8, it is characterized in that: on the gully (1) side wall
And be located at the discharge outlet (12) lower horizontal interval and be fixedly installed several fixed rings (231), the fixed ring (231) is perpendicular
Histogram is several to being arranged at intervals with；Filter plate (23) lower end is fixedly installed pluggable in the fixed ring (231)
Fixed link (232).
10. the energy-saving drainage system of afforestation according to claim 5, it is characterized in that: the water fender (21) distance
Discharge outlet (12) 30-50cm；Horizontal distance is between 30-70cm between the water fender (21) and weir plate (22).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821557543.3U CN209082657U (en) | 2018-09-21 | 2018-09-21 | A kind of energy-saving drainage system of afforestation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821557543.3U CN209082657U (en) | 2018-09-21 | 2018-09-21 | A kind of energy-saving drainage system of afforestation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209082657U true CN209082657U (en) | 2019-07-09 |
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ID=67117294
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821557543.3U Expired - Fee Related CN209082657U (en) | 2018-09-21 | 2018-09-21 | A kind of energy-saving drainage system of afforestation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209082657U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114105335A (en) * | 2021-11-25 | 2022-03-01 | 张振华 | Highway bridge floor drainage filtration system |
-
2018
- 2018-09-21 CN CN201821557543.3U patent/CN209082657U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114105335A (en) * | 2021-11-25 | 2022-03-01 | 张振华 | Highway bridge floor drainage filtration system |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190709 Termination date: 20200921 |
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| CF01 | Termination of patent right due to non-payment of annual fee |