CN207362989U - A kind of sunk type pipe is drained through filter drainage system - Google Patents
A kind of sunk type pipe is drained through filter drainage system Download PDFInfo
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- CN207362989U CN207362989U CN201721108730.9U CN201721108730U CN207362989U CN 207362989 U CN207362989 U CN 207362989U CN 201721108730 U CN201721108730 U CN 201721108730U CN 207362989 U CN207362989 U CN 207362989U
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- osculum
- edged fine
- road
- discharge conduit
- drained
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Abstract
It the utility model is related to a kind of sunk type pipe and be drained through filter drainage system, including the discharge conduit positioned at both sides of the road, discharge conduit is equipped with the draining double-edged fine-toothed comb that polylith abuts along its length, draining double-edged fine-toothed comb is located at below road surface, draining double-edged fine-toothed comb is equipped with multiple first osculums, first osculum is in kidney-shaped shape, its length direction is consistent with the width of discharge conduit, draining double-edged fine-toothed comb also offers the second osculum at both sides of the edge, second osculum is located on the outside of the first osculum, the second osculum on two pieces of draining double-edged fine-toothed combs of arbitrary neighborhood is spliced to form the first osculum；It is additionally provided with cellular board in discharge conduit, cellular board is equipped with filter layer, and filter layer is the one or more in ceramics, coarse sand or rubble, and formed with rhone between cellular board and discharge conduit bottom wall, drainage pipeline networks is connected with rhone.The utility model proposes sunk type pipe be drained through filter drainage system, realize and water resource efficiently used, its is simple in structure, and maintenance cost is low.
Description
Technical field
Road drainage field is the utility model is related to, more particularly to a kind of sunk type pipe is drained through filter drainage system.
Background technology
In order to avoid ponding, the both sides of road is typically provided with discharge conduit.Since the rainwater on road surface is to pass through drainage ditch
Road is directly discharged among river, and can not be collected and be utilized, and causes a large amount of wastes of water resource, in addition, again due to
Without effective filtering measure, after rainwater flows into river by discharge conduit, the solid impurity of middle doping also can be with rainwater
Entrance river water among, make the water quality deterioration of river water.The above problem is urgently to be resolved hurrily.
Utility model content
The utility model is exactly in view of the deficienciess of the prior art, providing a kind of sunk type pipe is drained through filter draining system
System.
To solve the above problems, technical solution adopted in the utility model is as follows：
A kind of sunk type pipe is drained through filter drainage system, including the discharge conduit positioned at both sides of the road, it is characterised in that described
Discharge conduit is equipped with the draining double-edged fine-toothed comb that polylith abuts along its length, and the draining double-edged fine-toothed comb is located at below road surface, described
Draining double-edged fine-toothed comb is equipped with multiple first osculums, and first osculum is in kidney-shaped shape, its length direction and the discharge conduit
Width it is consistent, the second osculum is also offered at the draining double-edged fine-toothed comb both sides of the edge, second osculum is located at
On the outside of first osculum, second osculum on two pieces of draining double-edged fine-toothed combs of arbitrary neighborhood is spliced to form first draining
Hole；Cellular board is additionally provided with the discharge conduit, the cellular board is equipped with filter layer, and the filter layer is ceramic, thick
One or more in sand or rubble, formed with rhone, the draining between the cellular board and the discharge conduit bottom wall
Drainage pipeline networks is connected with groove.
Preferably, the both sides of the road are also equipped with the road tooth that polylith abuts, the road tooth position along its length
Between the road and draining double-edged fine-toothed comb, the road crest face and road surface are in the same plane, the road tooth bottom surface and draining
Double-edged fine-toothed comb top surface is in the same plane.
Preferably, the distance between the draining double-edged fine-toothed comb and road surface are in 3 ~ 5cm.
Preferably, the filter screen formed by stainless steel wire braiding is equipped with above the filter layer.
Preferably, the filter layer is laid on the cellular board by particle diameter and is formed in the sandstone of 10 ~ 12mm.
Preferably, the discharge conduit has " u "-shaped opening, and the drainage pipeline networks is ordinatedly embedded in the discharge conduit
It is interior.
Compared with prior art, the implementation result of the utility model is as follows：
The utility model proposes sunk type pipe be drained through filter drainage system, enter discharge conduit through draining double-edged fine-toothed comb with rainwater
Interior impurity is isolated in outside filter layer, and rainwater passes sequentially through filter layer and cellular board falls in rhone, and in rhone
Middle accumulation.Among not flowing directly into river due to rainwater, when needing to irrigate flowers and plants, staff can pass through row
Grid extracts the rainwater in rhone out, due to being to carry out plant irrigation using rainwater, is realizing to the effective of water resource
While utilization, fortune water irrigation cost is reduced, whole drainage system is simple in structure in addition, and maintenance cost is low.
Brief description of the drawings
Fig. 1 be the utility model proposes a kind of sunk type pipe be drained through filter drainage system structure diagram.
Fig. 2 is the structure diagram of draining double-edged fine-toothed comb in Fig. 1.
Embodiment
Illustrate the content of the utility model below in conjunction with specific embodiments.
As shown in Figure 1 and 2, Fig. 1 be the utility model proposes a kind of sunk type pipe be drained through filter drainage system structural representation
Figure；Fig. 2 is the structure diagram of draining double-edged fine-toothed comb in Fig. 1.
Referring to Figures 1 and 2, the utility model proposes a kind of sunk type pipe be drained through filter drainage system, including positioned at road 1
The discharge conduit 3 of both sides.
The discharge conduit 3 is equipped with the draining double-edged fine-toothed comb 4 that abuts of polylith along its length, on the draining double-edged fine-toothed comb 4
Equipped with multiple first osculums 41, first osculum 41 is in the width of kidney-shaped shape, its length direction and the discharge conduit 3
Direction is consistent, this design enables rainwater more promptly to fall through the first osculum 41 in discharge conduit 3, so as to prevent road
Ponding occurs on face 1.
The distance between the draining double-edged fine-toothed comb and road surface are in 3 ~ 5cm.
Also offer the second osculum 42 at 4 both sides of the edge of draining double-edged fine-toothed comb, second osculum 42 is positioned at the
On the outside of one osculum 41, second osculum 42 on two pieces of draining double-edged fine-toothed combs 4 of arbitrary neighborhood is spliced to form the first row
Water hole 41.This design can improve osculum 42 quantity while, construction personnel when being installed to draining double-edged fine-toothed comb 4,
It need not consider the architectural characteristic of draining double-edged fine-toothed comb 4, when construction need to only keep osculum length direction and 3 width one of discharge conduit
Cause, installation are more convenient.
Cellular board 5 is additionally provided with the discharge conduit 3, the cellular board 5 is equipped with filter layer 6, the filter layer 6
For the one or more in ceramics, coarse sand or rubble, formed with draining between 3 bottom wall of the cellular board 5 and the discharge conduit
Groove, is connected with drainage pipeline networks 8 in the rhone.
Cellular board 5 can play filter layer 6 effect of support, prevent ceramics, coarse sand or rubble by rain drop erosion to row
3 bottom of water channel road, causes drain line blockage.
Rainwater is accumulated by entering cellular board 5 after filter layer 6 by the micropore on cellular board 5 in rhone.Due to
Rainwater is not flowed directly among river, can be by drainage pipeline networks 8 by rhone when needing to irrigate flowers and plants
Rainwater is extracted out, this mode, which realizes, efficiently uses water resource, and reduces fortune water irrigation cost, its is simple in structure, safeguards
Cost is low.
1 both sides of road are also equipped with the road tooth 2 that polylith abuts along its length, and the road tooth 2 is located at institute
State between road 1 and draining double-edged fine-toothed comb 3,2 top surface of road tooth and road surface are in the same plane, 2 bottom surface of road tooth and draining
3 top surface of double-edged fine-toothed comb is in the same plane.
Road tooth 2 can road pavement play protecting effect, since road crest face and road surface are in same plane, road tooth will not be right
The process that rainwater flows into draining double-edged fine-toothed comb causes any obstacle.Road tooth bottom surface is in same plane with draining double-edged fine-toothed comb top surface, is ensureing
While using effect, the thickness of road tooth can be reduced, so as to reduce material cost.
The filter screen formed by stainless steel wire braiding is equipped with above the filter layer, large granular impurity can be to filter screen mistake
Filter, the less impurity of particle can filter out filter layer.Since there is provided gradient filtration, large granular impurity pair can be reduced
The adverse effect that filter layer filter effect is brought.
The filter layer is laid on the cellular board by particle diameter and is formed in the sandstone of 10 ~ 12mm, to biological nontoxic, nothing
Evil, and purified water quality.
The discharge conduit 3 has " u "-shaped opening, and the drainage pipeline networks 8 is ordinatedly embedded in the discharge conduit 3,
This design makes the connection between drainage pipeline networks 8 and discharge conduit 3 reliable, and drainage pipeline networks 8 is not susceptible to rock during use, protects
The compactness being connected when drawing water between drainage pipeline networks 8 and water pump is demonstrate,proved.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this
All any modification, equivalent and improvement made within the spirit and principle of utility model etc., should be included in the utility model
Protection domain within.
Claims (6)
1. a kind of sunk type pipe is drained through filter drainage system, including the discharge conduit positioned at both sides of the road, it is characterised in that the row
Water channel road is equipped with the draining double-edged fine-toothed comb that polylith abuts along its length, and the draining double-edged fine-toothed comb is located at below road surface, the row
Leaf grating for down pipe is equipped with multiple first osculums, and first osculum is in kidney-shaped shape, its length direction and the discharge conduit
Width is consistent, also offers the second osculum at the draining double-edged fine-toothed comb both sides of the edge, and second osculum is positioned at the
On the outside of one osculum, second osculum on two pieces of draining double-edged fine-toothed combs of arbitrary neighborhood is spliced to form first osculum；
Be additionally provided with cellular board in the discharge conduit, the cellular board is equipped with filter layer, the filter layer is ceramics, coarse sand or
One or more in rubble, formed with rhone between the cellular board and the discharge conduit bottom wall, in the rhone
It is connected with drainage pipeline networks.
2. sunk type pipe according to claim 1 is drained through filter drainage system, it is characterised in that is grown along it the both sides of the road
Degree direction is also equipped with the road tooth that polylith abuts, the road tooth is between the road and draining double-edged fine-toothed comb, the road tooth
Top surface is in the same plane with road surface, and the road tooth bottom surface and draining double-edged fine-toothed comb top surface are in the same plane.
3. sunk type pipe according to claim 1 is drained through filter drainage system, it is characterised in that the draining double-edged fine-toothed comb and road surface
The distance between in 3 ~ 5cm.
4. sunk type pipe according to claim 1 is drained through filter drainage system, it is characterised in that is equipped with above the filter layer
The filter screen formed by stainless steel wire braiding.
5. sunk type pipe according to claim 1 is drained through filter drainage system, it is characterised in that the filter layer is existed by particle diameter
The sandstone of 10 ~ 12mm is laid on the cellular board and is formed.
6. sunk type pipe according to claim 1 is drained through filter drainage system, it is characterised in that the discharge conduit has
" u "-shaped opening, the drainage pipeline networks are ordinatedly embedded in the discharge conduit.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721108730.9U CN207362989U (en) | 2017-08-31 | 2017-08-31 | A kind of sunk type pipe is drained through filter drainage system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721108730.9U CN207362989U (en) | 2017-08-31 | 2017-08-31 | A kind of sunk type pipe is drained through filter drainage system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207362989U true CN207362989U (en) | 2018-05-15 |
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ID=62351905
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721108730.9U Active CN207362989U (en) | 2017-08-31 | 2017-08-31 | A kind of sunk type pipe is drained through filter drainage system |
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| CN (1) | CN207362989U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108842607A (en) * | 2018-08-14 | 2018-11-20 | 卢莺莺 | A kind of bridge drainage ditch and preparation method thereof |
| CN111549611A (en) * | 2020-05-21 | 2020-08-18 | 中建水务环保有限公司 | Method for repairing permeable function of permeable concrete pavement |
| CN112942013A (en) * | 2021-02-03 | 2021-06-11 | 董盼 | Road drainage equipment |
-
2017
- 2017-08-31 CN CN201721108730.9U patent/CN207362989U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108842607A (en) * | 2018-08-14 | 2018-11-20 | 卢莺莺 | A kind of bridge drainage ditch and preparation method thereof |
| CN111549611A (en) * | 2020-05-21 | 2020-08-18 | 中建水务环保有限公司 | Method for repairing permeable function of permeable concrete pavement |
| CN112942013A (en) * | 2021-02-03 | 2021-06-11 | 董盼 | Road drainage equipment |
| CN112942013B (en) * | 2021-02-03 | 2023-01-03 | 深圳市鑫胜建筑劳务有限公司 | Road drainage equipment |
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