CN206547425U - A kind of side slope plants raw slot structure from seeping water - Google Patents
A kind of side slope plants raw slot structure from seeping water Download PDFInfo
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- CN206547425U CN206547425U CN201720178630.7U CN201720178630U CN206547425U CN 206547425 U CN206547425 U CN 206547425U CN 201720178630 U CN201720178630 U CN 201720178630U CN 206547425 U CN206547425 U CN 206547425U
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- side slope
- slot structure
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Abstract
The utility model is related to a kind of side slope and raw slot structure is planted from seeping water, it includes planting raw groove, the life groove of planting is fixed on the side slope outer wall of side slope, the inside of the side slope is embedded with tapping pipe, apopore is machined with the tube wall of the tapping pipe, screen pack is coated with the apopore, the two ends of the tapping pipe are also enclosed with screen pack, gap is machined with the outer wall for planting raw groove, overflow pipe is installed on the gap, the inside for planting raw groove is disposed with to water layer and nutritive layer from bottom to up, the tapping pipe is embedded in inside water layer, the 3cm of distance from top gap 2 of the nutritive layer.It can improve plant survival rate, increase afforestation effect, irrigated automatically, without also constantly being conserved, being watered after greening construction, reduction greening side slope and later maintenance cost, while side slope seepage can be discharged, improve slope stability.
Description
Technical field
The utility model belongs to greening side slope field, more particularly to a kind of side slope plants raw slot structure from seeping water.
Background technology
During the constructions such as highway, railway, mine, water conservancy, often left after engineering many precipitous
Rock wall or soft-sided slope etc., make the regeneration of exposed section vegetation and recover by extreme influence, or even cause serious water and soil stream
Lose, ultimately result in the highway after building up, railway, mine, water conservancy slope collapse.Therefore, people to it by carrying out greening protection
Water and soil is not lost in.
The conventional greening method of rock side slope outside Current Domestic have alien earth sparging method, tape planting (basin, bag) method,
Three-dimensional grid method, concrete frame lattice beam method, thick layer base material spraying greening vegetation, plant cover concrete greening, fish-scale pit excavation technology,
The methods such as planting groove skill, vine greening.But most of these methods all suffer from costly, base material fixation difficulty, plant
Not strong by vitality, growth is difficult, and the problems such as vegetation moisture, nutrient supply are not enough is, it is necessary to after slope greening, frequently keep
Pour and conserve, such as conserved and poured not in time, slope protection greening hypothallus is still very easy to weathering, is lost in so that green
Change degree is difficult to reach preferable effect, let alone ecological recovery.This structure solves the problems, such as side slope vegetation water utilization, right
Slope vegetation restoration is significant.
Utility model content
The purpose of this utility model is that providing a kind of side slope plants raw slot structure from seeping water, and it can improve plant survival
Rate, increases afforestation effect, is irrigated automatically, without also constantly being conserved, being watered after greening construction, reduction
Greening side slope and later maintenance cost, while side slope seepage can be discharged, improve slope stability.
In order to solve the above-mentioned technical problem, the utility model proposes following technical scheme：A kind of side slope plants raw groove from seeping water
Structure, it includes planting raw groove, and the plant life groove is fixed on the side slope outer wall of side slope, and the inside of the side slope is embedded with sluicing
It is machined with pipe, the tube wall of the tapping pipe on apopore, the apopore and is coated with screen pack, the two ends of the tapping pipe
Screen pack is enclosed with, is machined with the outer wall for planting raw groove on gap, the gap and overflow pipe is installed, groove is given birth in the plant
Inside be disposed with from bottom to up to water layer and nutritive layer, the tapping pipe is embedded in inside water layer, the nutritive layer
Distance from top gap 2-3cm.
The life groove of planting is made of concrete, 30 ~ 50cm of well width, 30 ~ 40cm of groove depth, thickness at least 5cm,
Near side (ns) slope side embedded anchor bar, is fixedly linked using the outer wall of anchor pole and side slope.
1 ~ 1.5cm of diameter of the anchor pole, 10 ~ 20cm of spacing, the 1/2 of length is located in the rock mass of side slope.
The overflow pipe is tiltedly mounted on inside gap, and tilts down certain angle.
The thickness to water layer is 10 ~ 15cm, and the nutritive layer thickness of its top filling is 10 ~ 15cm.
Described to be made up of to water layer blinding, even particle size is consistent.
The nutritive layer mixed in proportion by fine earth, import peat, coconut palm chaff, perlite, Controlled Release Fertilizer particle multiple material and
Into, and plant draft or the seed of shrub.
The utility model has the advantages that：
Using above-mentioned structure, tapping pipe delivery port is arranged in the raw groove of plant, realizes the automatic receipts of excessive moisture in side slope
Collection, while planting, raw groove upper end is naked, the automatic collection of achievable natural precipitation, without numerous and diverse artificial operation, automates journey
Degree is high, reduces labour, reduces cost；Vegetation moisture problem is solved, increases the survival rate of vegetation, efficiently utilizes moisture；Using
Light-concrete structure has permanent and durability, recovers side slope using indigenous plant, quickly realizes domatic revegetation.
Brief description of the drawings
The utility model is described in further detail with reference to the accompanying drawings and examples.
Fig. 1 is structural representation of the present utility model.
Fig. 2 is tapping pipe structural representation of the present utility model.
Fig. 3 plants raw slot structure schematic diagram to be of the present utility model.
Fig. 4 plants raw grooved profile structural representation to be of the present utility model.
In figure：Plant raw groove 1, gap 2, overflow pipe 3, tapping pipe 4, screen pack 5, apopore 6, anchor pole 7, to water layer 8, battalion
Support layer 9, side slope 10.
Embodiment
Embodiment of the present utility model is described further below in conjunction with the accompanying drawings.
Such as Fig. 1-4, a kind of side slope plants life slot structure from seeping water, and it includes planting raw groove 1, and the life groove 1 of planting is fixed on side slope
On 10 side slope outer wall, the inside of the side slope 10, which is embedded with tapping pipe 4, the tube wall of the tapping pipe 4, is machined with apopore
6, screen pack 5 is coated with the apopore 6, the two ends of the tapping pipe 4 are also enclosed with screen pack 5, planting the outer wall of raw groove 1
On be machined with gap 2, the gap 2 overflow pipe 3 be installed, the inside for planting raw groove 1 is set gradually from bottom to up
Have to water layer 8 and nutritive layer 9, the tapping pipe 4 is embedded in inside water layer 8, the distance from top gap of the nutritive layer 9
22-3cm。
Further, the tapping pipe 4, is pvc pipe, a diameter of 5 ~ 10cm, gos deep into domatic 10 ~ 15cm, is planted in raw groove
Pipe wall be provided with apopore 6, a diameter of 2cm of apopore 6, line space is that 2cm is uniformly distributed with column pitch, apopore and
Screen pack 5 is equipped with the mouth of pipe of water pipe two ends, screen pack is made up of plastic blind-ditch.
Further, it is described to plant raw groove 1, it is made up of lightweight concrete, 30 ~ 50cm of well width, 30 ~ 40cm of groove depth, it is thick
At least 5cm is spent, near side (ns) slope side embedded anchor bar 7, anchor pole 71 ~ 1.5cm of diameter, 10 ~ 20cm of spacing, the 1/2 of length are located at rock mass
It is interior, it is provided with away from side slope upper lateral part on gap 2, gap 2 and is connected with overflow pipe 3, overflow pipe 3 tilts down certain angle；
What bottom 10 ~ 15cm of laying was thick in the raw groove 1 of plant gives water layer 8, nutritive layer 9 thick top 10 ~ 15cm of filling, the upper surface of nutritive layer 9
2 ~ 3cm is should be with the distance of gap 2, draft or the seed of shrub are planted on nutritive layer 9.
Further, it is described to give water layer 8, it is made up of blinding, even particle size is consistent, and plant can be met to water layer 8
Required moisture when arid, improves plant survival rate.
Further, the nutritive layer 9, by multiple materials such as fine earth, import peat, coconut palm chaff, perlite, Controlled Release Fertilizer particles
Mix by a certain percentage, improve soil physical chemistry character, increase soil fertility, be that plant growth creates good soil
Environment.
The course of work and operation principle of the present utility model are：
First, the float stone of cleaning side slope surface, danger stone, weeds debris etc., according to actual requirement of engineering, raw groove 1 is planted in design
With sluicing pipe size, the raw groove 1 of plant is made of lightweight concrete, spilled water hole is accomplished fluently according to project planning, and according to hole depth, design is simultaneously
Tapping pipe 4 is processed, tapping pipe 4 is inserted in the hole, at least 5% is tilted down, the anchor pole 7 for planting pre-buried on raw groove is anchored into side slope
Face, the tube wall of tapping pipe 4, which is pressed close to, plants the raw intracavity bottom of groove 1, will plant raw groove 1 and be fixed on above domatic；Finally, plant in raw groove 1 according to
It is secondary to lay to water layer 8 and nutritive layer 9, draft and shrub seedses are planted on nutritive layer 9, last plastic covering film reduces soil
The evaporating loss of earth moisture, improves plant survival rate.
By above-mentioned description, those skilled in the art completely can be without departing from this utility model technological thought
In the range of, various changes and amendments are carried out all within protection domain of the present utility model.It is of the present utility model not most
Matters, belong to the common knowledge of those skilled in the art.
Claims (7)
1. a kind of side slope plants raw slot structure from seeping water, it is characterised in that：It includes planting raw groove（1）, it is described to plant raw groove（1）It is fixed on
Side slope（10）Side slope outer wall on, the side slope（10）Inside be embedded with tapping pipe（4）, the tapping pipe（4）Tube wall on
It is machined with apopore（6）, the apopore（6）On be coated with screen pack（5）, the tapping pipe（4）Two ends be also enclosed with
Filter screen（5）, planting raw groove（1）Outer wall on be machined with gap（2）, the gap（2）On overflow pipe is installed（3）, institute
State the raw groove of plant（1）Inside be disposed with from bottom to up to water layer（8）And nutritive layer（9）, the tapping pipe（4）Be embedded in
Water layer（8）Inside, the nutritive layer（9）Distance from top gap（2）2-3cm.
2. a kind of side slope according to claim 1 plants raw slot structure from seeping water, it is characterised in that：It is described to plant raw groove（1）Adopt
It is made of concrete, 30 ~ 50cm of well width, 30 ~ 40cm of groove depth, thickness at least 5cm, near side (ns) slope side embedded anchor bar（7）,
Using anchor pole（7）With side slope（10）Outer wall be fixedly linked.
3. a kind of side slope according to claim 2 plants raw slot structure from seeping water, it is characterised in that：The anchor pole（7）It is straight
1 ~ 1.5cm of footpath, 10 ~ 20cm of spacing, the 1/2 of length is located at side slope（10）Rock mass in.
4. a kind of side slope according to claim 1 plants raw slot structure from seeping water, it is characterised in that：The overflow pipe（3）Incline
Tiltedly it is arranged on gap（2）Inside, and tilt down certain angle.
5. a kind of side slope according to claim 1 plants raw slot structure from seeping water, it is characterised in that：It is described to give water layer（8）'s
Thickness is 10 ~ 15cm, the nutritive layer of its top filling（9）Thickness is 10 ~ 15cm.
6. a kind of side slope according to claim 1 plants raw slot structure from seeping water, it is characterised in that：It is described to give water layer（8）By
Blinding is constituted, and even particle size is consistent.
7. a kind of side slope according to claim 1 plants raw slot structure from seeping water, it is characterised in that：The nutritive layer（9）By
Fine earth, import peat, coconut palm chaff, perlite, Controlled Release Fertilizer particle multiple material are mixed in proportion, and plant draft or shrub
Seed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720178630.7U CN206547425U (en) | 2017-02-27 | 2017-02-27 | A kind of side slope plants raw slot structure from seeping water |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720178630.7U CN206547425U (en) | 2017-02-27 | 2017-02-27 | A kind of side slope plants raw slot structure from seeping water |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206547425U true CN206547425U (en) | 2017-10-13 |
Family
ID=60361130
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720178630.7U Expired - Fee Related CN206547425U (en) | 2017-02-27 | 2017-02-27 | A kind of side slope plants raw slot structure from seeping water |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108551923A (en) * | 2018-05-21 | 2018-09-21 | 中铁西北科学研究院有限公司 | Abrupt slope planting unit in anchored frame |
| CN108887018A (en) * | 2018-08-10 | 2018-11-27 | 大连久鼎生态流域治理开发有限公司 | The plug-in tree planting structure of rock side slope and method |
| CN109403359A (en) * | 2018-12-10 | 2019-03-01 | 三峡大学 | The combined arrangement structure and method of planting trough and self-control water-saving drain pipe in rock side slope ecological protective measures |
| CN111034495A (en) * | 2020-01-03 | 2020-04-21 | 上海勘测设计研究院有限公司 | Plant planting tank assembly for collecting rainwater and using method thereof |
| CN111034493A (en) * | 2020-01-03 | 2020-04-21 | 上海勘测设计研究院有限公司 | Assembled plant planting tank and using method thereof |
-
2017
- 2017-02-27 CN CN201720178630.7U patent/CN206547425U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108551923A (en) * | 2018-05-21 | 2018-09-21 | 中铁西北科学研究院有限公司 | Abrupt slope planting unit in anchored frame |
| CN108887018A (en) * | 2018-08-10 | 2018-11-27 | 大连久鼎生态流域治理开发有限公司 | The plug-in tree planting structure of rock side slope and method |
| CN109403359A (en) * | 2018-12-10 | 2019-03-01 | 三峡大学 | The combined arrangement structure and method of planting trough and self-control water-saving drain pipe in rock side slope ecological protective measures |
| CN109403359B (en) * | 2018-12-10 | 2023-10-27 | 三峡大学 | Combined arrangement structure and method of plant growth groove and self-made water-saving drain pipe in ecological protection engineering of rock slope |
| CN111034495A (en) * | 2020-01-03 | 2020-04-21 | 上海勘测设计研究院有限公司 | Plant planting tank assembly for collecting rainwater and using method thereof |
| CN111034493A (en) * | 2020-01-03 | 2020-04-21 | 上海勘测设计研究院有限公司 | Assembled plant planting tank and using method thereof |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171013 Termination date: 20190227 |