CN206090587U - School dropout's attitude system of watering is gathered to side slope - Google Patents
School dropout's attitude system of watering is gathered to side slope Download PDFInfo
- Publication number
- CN206090587U CN206090587U CN201621112294.8U CN201621112294U CN206090587U CN 206090587 U CN206090587 U CN 206090587U CN 201621112294 U CN201621112294 U CN 201621112294U CN 206090587 U CN206090587 U CN 206090587U
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- China
- Prior art keywords
- slope
- water
- excavation
- side slope
- cellar
- 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.)
- Expired - Fee Related
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 89
- 238000009412 basement excavation Methods 0.000 claims abstract description 45
- 239000010813 municipal solid waste Substances 0.000 claims abstract description 22
- 210000003371 Toes Anatomy 0.000 claims description 6
- 241001464837 Viridiplantae Species 0.000 abstract description 7
- 239000011435 rock Substances 0.000 abstract description 6
- 230000003204 osmotic Effects 0.000 abstract description 5
- 239000003621 irrigation water Substances 0.000 abstract description 3
- 230000001066 destructive Effects 0.000 description 4
- 230000002262 irrigation Effects 0.000 description 4
- 238000003973 irrigation Methods 0.000 description 4
- 241000521257 Hydrops Species 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 239000004576 sand Substances 0.000 description 3
- 241000196324 Embryophyta Species 0.000 description 2
- 206010016807 Fluid retention Diseases 0.000 description 2
- 235000010044 Hernandia moerenhoutiana Nutrition 0.000 description 2
- 240000005987 Hernandia moerenhoutiana Species 0.000 description 2
- 210000000481 Breast Anatomy 0.000 description 1
- PTKSEFOSCHHMPD-UHFFFAOYSA-N Midodrine Chemical compound COC1=CC=C(OC)C(C(O)CNC(=O)CN)=C1 PTKSEFOSCHHMPD-UHFFFAOYSA-N 0.000 description 1
- 238000009825 accumulation Methods 0.000 description 1
- 230000032683 aging Effects 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
Classifications
-
- 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
- Y02A20/108—Rainwater harvesting
-
- 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
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
Abstract
The utility model relates to a school dropout's attitude system of watering is gathered to side slope belongs to and irrigates and drainage engineering technical field, school dropout's attitude system of watering is gathered to side slope mainly include catch water drain, grit chamber, trash rack I, trash rack II, water cellar, escape canal, the utility model discloses a catch water drain is built within a definite time to excavation slope and former massif side slope at the highway, when realize the water cellar retaining rainy season, removes unnecessary rainwater, prevents that natural disasters such as mud -rock flow, landslide from appearing in the excavation slope, every 20cm sets up the grit chamber that a top was equipped with the trash rack in the catch water drain, detaches filth in the rainwater, avoids the filth to get into to ally oneself with and arrange the water cellar that sets up and influence its water storage capacity, and the water cellar that the setting was arranged to the antithetical couplet can store a large amount of rainwater to the green plant who plants on to the excavation slope under dry season or continuous many circumstances that it rains irrigates, set up adjacent way escape canal through the base of slope in the side slope, remove rainwater and irrigation water under the excavation slope osmotic flow, prevent that the long -pending water influence car of highway is current.
Description
Technical field
This utility model belongs to irrigation and drainage system technical field, specifically, is related to a kind of ecological filling of side slope conflux
Water system.
Background technology
Limited by China's landform, some sections Shi Yi mountains are built when China builds highway.Build highway and there is side in partial mountain
The problem of slope protection, it is contemplated that while aesthetic road environment, is mostly at present the mode pair that green plants are planted in side slope
Side slope is protected.
When side slope is protected by the way of plantation green plants, the irrigation of plant typically takes at a distance by sprinkling wagon
Water is irrigated it, although is also had the mode side slope green plants for excavating large open well concentration collected rainwater to be irrigated, is adopted
Though improve the utilization rate of rainwater to a certain extent in this way, water resource has been saved；But, large open well builds relative point
Dissipate, and be not provided with dirt sand device, easily accumulate silt, affect its water-holding capacity, it is impossible to fundamentally solve the relative collection of rainfall
In with crop water phase scattered contradiction, can only be passive drought resisting.Also, in the season concentrated in rainwater, unnecessary rainwater is obtained not
To discharge is collected, side slope is susceptible to the destructive stronger natural disaster such as mud-rock flow, landslide under rainwash effect,
Hinder the unimpeded of road.
The content of the invention
In order to overcome problem present in background technology, this utility model to pour water there is provided a kind of side slope conflux ecology and be
, to solve current slope drainage ability, easily there is the destructive stronger natural disaster such as mud-rock flow, landslide, flush period in system
The problem of Relatively centralized and crop water phase scattered contradiction.
For achieving the above object, this utility model is achieved by the following technical solution：
Described side slope conflux ecology water adding system includes former massif side slope 1, excavation slope 2, excavation slope slope top 3, collection
Ditch 4, setting pot 5, trash rack I 6, trash rack II 7, drain pipe I 8, water cellar 9, communicating pipe 10, drain pipe II 11, filter 12,
Control valve 13, gutter 14, the toe of described former massif side slope 1 offers excavation slope slope top 3, and excavation slope slope pushes up 3
In the top of excavation slope 2, excavation slope slope top 3 offers collecting gutter 4, the bottom of collecting gutter 4 with the junction of former massif side slope 1
Portion arranges a setting pot 5 every 20cm, and the top of setting pot 5 is provided with trash rack I 6, on the side wall of setting pot 5 two are offered
Individual osculum 15, the inner of each osculum 15 is provided with trash rack II 7, the outer end of each osculum 15 with drain pipe I 8
Connection, drain pipe I 8 connects with the water inlet of water cellar 9, water cellar 9 is embedded in the below ground that excavation slope slope pushes up 3, and water cellar 9 goes out
The mouth of a river is connected with drain pipe II 11, the water side of drain pipe II 11 is stretched out from the broken face of excavation slope 2, and drain pipe II 11 goes out
Water end (W.E.) is disposed with filter 12, control valve 13, by connecting communicating pipe 10 between two neighboring water cellar 9, described excavation side
Gutter 14 is offered under the toe on slope 2, gutter 14 is located at highway 16 near the side of excavation slope 2.
Preferably, described setting pot 5 is poured using C15 mixed muds and formed, and the long 1.8m of setting pot 5, high 0.3m, sand setting
The width in pond 5 is consistent with the width of collecting gutter 4, and each setting pot 5 is correspondingly arranged two water cellars 9.
Preferably, the spacing of two neighboring water cellar 9 is 50cm.
Preferably, described water cellar 9 be prefabricated plastic water cellar, and the depth of burying of water cellar 9 be not less than 70cm, water cellar 9 with
The distance between collecting gutter 4 is 1-2m.
Preferably, described drain pipe I 8, communicating pipe 10, drain pipe II 11 for PE50 pipe, filter 12 be 1.5 cun
Laminated filter.
The beneficial effects of the utility model：
This utility model realizes water cellar by building collecting gutter between the excavation slope of highway and former massif side slope in rainy season
While water-retention, draining unnecessary rainwater prevents excavation slope from the destructive stronger natural disaster such as mud-rock flow and landslide occur；
Meanwhile, the setting pot that one top is provided with trash rack is set every 20cm in collecting gutter, remove branch leaveves in rainwater with
And the dirt such as silt, it is to avoid dirt enters the water cellar that townhouse arranges affects its water-holding capacity；And the water cellar that townhouse is arranged can store
Deposit substantial amounts of rainwater, not rain in dry season or continuous many it in the case of green plants to planting in excavation slope carry out
Irrigate；Adjacent road gutter is arranged by the bottom of slope in excavation slope, drains unnecessary rainwater and the irrigation under excavation slope osmotic flow
With water, prevent highway hydrops from affecting automobile to pass through.
Description of the drawings
Fig. 1 is left view of the present utility model；
Fig. 2 is top view of the present utility model.
In figure, 1- original massif side slopes, 2- excavation slopes, 3- excavation slopes slope top, 4- collecting gutters, 5- setting pots, 6- block dirt
Grid I, 7- trash racks II, 8- drain pipies I, 9- water cellars, 10- communicating pipes, 11- drain pipies II, 12- filters, 13- control valves, 14-
Gutter, 15- osculums, 16- highways.
Specific embodiment
In order that the purpose of this utility model, technical scheme and beneficial effect are clearer, below in conjunction with accompanying drawing, to this
The preferred embodiment of utility model is described in detail, to facilitate the technical staff to understand.
As shown in Figure 1 and Figure 2, described side slope conflux ecology water adding system includes former massif side slope 1, excavation slope 2, opens
Dig Slope top 3, collecting gutter 4, setting pot 5, trash rack I 6, trash rack II 7, drain pipe I 8, water cellar 9, communicating pipe 10, drain pipe
II 11, filter 12, control valve 13, gutter 14, the toe of described former massif side slope 1 offers excavation slope slope top 3, opens
The top that Slope top 3 is located at excavation slope 2 is dug, excavation slope slope top 3 offers collecting gutter with the junction of former massif side slope 1
4, the bottom of collecting gutter 4 arranges a setting pot 5 every 20cm, and the top of setting pot 5 is provided with trash rack I 6, setting pot 5
Two osculums 15 are offered on the wall of side, the inner of each osculum 15 is provided with trash rack II 7, outside each osculum 15
End is connected with drain pipe I 8, and drain pipe I 8 is connected with the water inlet of water cellar 9, and water cellar 9 is embedded in the ground on excavation slope slope top 3
Hereinafter, in rainy season, the rainwater flowed down in former massif side slope 1 can collect and be flowed in collecting gutter 4, and through trash rack I 6 deadwood is filtered
After rotten leaf and other larger dirts, enter into be sunk in setting pot 5 and remove silt, then by drain pipe I 8 after trash rack II 7 is filtered
It is drained in water cellar 9 and is accumulated；After water cellar 9 is full of by rainwater, unnecessary rainwater is drained by collecting gutter 4, collecting gutter 4 and
When drain unnecessary rainwater, the disasters such as mud-rock flow, landslide can be prevented, be conducive to side slope it is stable, safety.Described sand setting
Pond 5 is poured using C15 mixed muds and is formed, the long 1.8m of setting pot 5, high 0.3m, the width of setting pot 5 and the width one of collecting gutter 4
Cause, each setting pot 5 is correspondingly arranged two water cellars 9, and the spacing of two neighboring water cellar 9 is 50cm, is passed through between two neighboring water cellar 9
Communicating pipe 10 connects, and setting pot 5 is arranged in collecting gutter 4 with specific dimensions townhouse, and each setting pot 5 is correspondingly arranged two water
Cellar for storing things 9, so ensure that the net water energy of the husky filter of the dirt of setting pot 5 is enough timely collected by water cellar 9, the accumulation of the rainwater of realization, together
The setting pot 5 of duration 1.8m, high 0.3m also allows for cleaning；Described water cellar 9 is prefabricated plastic water cellar, and the depth of burying of water cellar 9
It is 1-2m not less than the distance between 70cm, water cellar 9 and collecting gutter 4, prefabricated plastic water cellar is easy for installation, with low cost.
The outlet of water cellar 9 is connected with drain pipe II 11, and the water side of drain pipe II 11 is stretched from the broken face of excavation slope 2
Go out, the water side of drain pipe II 11 is disposed with filter 12, control valve 13, and filter 12 is 1.5 cun of laminated filters,
Laminated filter provides a kind of three dimensional filter mode similar to the generation in sandrock filter, and filter efficiency is very high, this
Sample can filter the tiny sandstone in water, be easy to be irrigated using the green plants of the rainwater side slope plantation in water cellar 9.
Gutter 14 is offered under the toe of described excavation slope 2, gutter 14 is located at highway 16 near excavation slope 2
Side, the unnecessary rainwater and irrigation water under the osmotic flow of excavation slope 2 is in time drained in gutter 14, to prevent highway hydrops
Automobile is affected to pass through.
Described drain pipe I 8, communicating pipe 10, drain pipe II 11 for PE50 pipes, PE50 pipes chemical resistance is good, resistance to
Aging, long service life greatly reduces water adding system and builds cost and maintenance cost.
The course of work of the present utility model：
The rainwater flowed down on rainy season, former massif side slope 1 can collect and be flowed in collecting gutter 4, filter through trash rack I 6
After deadwood and rotten leaf and other larger dirts, enter into be sunk in setting pot 5 and remove silt, then by draining after trash rack II 7 is filtered
Pipe I 8 is drained in water cellar 9 to be accumulated, and after water cellar 9 is full of by rainwater, unnecessary rainwater is drained by collecting gutter 4；In drought
In season, control valve 13 is opened, the water in water cellar 9 is after the high efficiency filter of filter 12, and it is right to spray from the water side of drain pipe II 11
Plant is irrigated, and gutter 14 can in time be drained the unnecessary rainwater and irrigation water under side slope osmotic flow.
This utility model realizes water cellar by building collecting gutter between the excavation slope of highway and former massif side slope in rainy season
While water-retention, draining unnecessary rainwater prevents excavation slope from the destructive stronger natural disaster such as mud-rock flow and landslide occur；
Meanwhile, the setting pot that one top is provided with trash rack is set every 20cm in collecting gutter, remove branch leaveves in rainwater with
And the dirt such as silt, it is to avoid dirt enters the water cellar that townhouse arranges affects its water-holding capacity；And the water cellar that townhouse is arranged can store
Deposit substantial amounts of rainwater, not rain in dry season or continuous many it in the case of green plants to planting in excavation slope carry out
Irrigate；Adjacent road gutter is arranged by the bottom of slope in excavation slope, drains unnecessary rainwater and the irrigation under excavation slope osmotic flow
With water, prevent highway hydrops from affecting automobile to pass through.
Finally illustrate, preferred embodiment above is only unrestricted to illustrate the technical solution of the utility model, to the greatest extent
Gutron crosses above preferred embodiment and this utility model is described in detail, but those skilled in the art should manage
Solution, can make in the form and details various changes, without departing from this utility model claims institute to it
The scope of restriction.
Claims (5)
1. a kind of side slope conflux ecology water adding system, it is characterised in that：Described side slope conflux ecology water adding system includes former mountain
Body side slope（1）, excavation slope（2）, excavation slope slope top（3）, collecting gutter（4）, setting pot（5）, trash rack I（6）, trash rack II
（7）, drain pipe I（8）, water cellar（9）, communicating pipe（10）, drain pipe II（11）, filter（12）, control valve（13）, gutter
（14）, described former massif side slope（1）Toe offer excavation slope slope top（3）, excavation slope slope top（3）Positioned at excavation side
Slope（2）Top, excavation slope slope top（3）With former massif side slope（1）Junction offer collecting gutter（4）, collecting gutter（4）'s
Bottom arranges a setting pot every 20cm（5）, setting pot（5）Top be provided with trash rack I（6）, setting pot（5）Side wall
On offer two osculums（15）, each osculum（15）The inner be provided with trash rack II（7）, each osculum（15）
Outer end with drain pipe I（8）Connection, drain pipe I（8）With water cellar（9）Water inlet connection, water cellar（9）It is embedded in excavation side
Slope Po Ding（3）Below ground, water cellar（9）Outlet and drain pipe II（11）Connection, drain pipe II（11）Water side from
Excavation slope（2）Broken face on stretch out, drain pipe II（11）Water side be disposed with filter（12）, control valve（13）,
Two neighboring water cellar（9）Between pass through communicating pipe（10）Connection, described excavation slope（2）Toe under offer gutter
（14）, gutter（14）Positioned at highway（16）Near excavation slope（2）Side.
2. a kind of side slope conflux ecology water adding system according to claim 1, it is characterised in that：Described setting pot（5）
Poured using C15 mixed muds and formed, setting pot（5）Long 1.8m, high 0.3m, setting pot（5）Width and collecting gutter（4）Width
Unanimously, each setting pot（5）It is correspondingly arranged two water cellars（9）.
3. a kind of side slope conflux ecology water adding system according to claim 2, it is characterised in that：Two neighboring water cellar（9）
Spacing be 50cm.
4. a kind of ecological water adding system of side slope conflux according to claim 1,2 or 3, it is characterised in that：Described water cellar
（9）For prefabricated plastic water cellar, and water cellar（9）The depth of burying is not less than 70cm, water cellar（9）With collecting gutter（4）The distance between be
1-2m。
5. a kind of side slope conflux ecology water adding system according to claim 1, it is characterised in that：Described drain pipe I
（8）, communicating pipe（10）, drain pipe II（11）For PE50 pipes, filter（12）For 1.5 cun of laminated filters.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621112294.8U CN206090587U (en) | 2016-10-11 | 2016-10-11 | School dropout's attitude system of watering is gathered to side slope |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621112294.8U CN206090587U (en) | 2016-10-11 | 2016-10-11 | School dropout's attitude system of watering is gathered to side slope |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206090587U true CN206090587U (en) | 2017-04-12 |
Family
ID=60413877
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621112294.8U Expired - Fee Related CN206090587U (en) | 2016-10-11 | 2016-10-11 | School dropout's attitude system of watering is gathered to side slope |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206090587U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107217720A (en) * | 2017-05-23 | 2017-09-29 | 罗永强 | Expressway inverted siphon structure |
| CN108967132A (en) * | 2018-07-18 | 2018-12-11 | 中国十七冶集团有限公司 | A kind of greenbelt, high slope automatic irrigation purification system |
| CN109105217A (en) * | 2018-08-08 | 2019-01-01 | 中国十七冶集团有限公司 | A kind of high slope automatic irrigation water-saving system |
| CN110291982A (en) * | 2019-07-04 | 2019-10-01 | 云南农业大学 | A kind of rock slope greening and its collection rain catchwork irrigation system |
| CN111794204A (en) * | 2020-07-16 | 2020-10-20 | 招商局重庆交通科研设计院有限公司 | Automatic drainage structure in side slope based on rainfall |
-
2016
- 2016-10-11 CN CN201621112294.8U patent/CN206090587U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107217720A (en) * | 2017-05-23 | 2017-09-29 | 罗永强 | Expressway inverted siphon structure |
| CN108967132A (en) * | 2018-07-18 | 2018-12-11 | 中国十七冶集团有限公司 | A kind of greenbelt, high slope automatic irrigation purification system |
| CN109105217A (en) * | 2018-08-08 | 2019-01-01 | 中国十七冶集团有限公司 | A kind of high slope automatic irrigation water-saving system |
| CN110291982A (en) * | 2019-07-04 | 2019-10-01 | 云南农业大学 | A kind of rock slope greening and its collection rain catchwork irrigation system |
| CN110291982B (en) * | 2019-07-04 | 2021-08-06 | 云南农业大学 | Rock slope greening and rainwater collection and storage irrigation system thereof |
| CN111794204A (en) * | 2020-07-16 | 2020-10-20 | 招商局重庆交通科研设计院有限公司 | Automatic drainage structure in side slope based on rainfall |
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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: 20170412 Termination date: 20181011 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |