CN206706682U - A kind of protection slope - Google Patents
A kind of protection slope Download PDFInfo
- Publication number
- CN206706682U CN206706682U CN201720487911.0U CN201720487911U CN206706682U CN 206706682 U CN206706682 U CN 206706682U CN 201720487911 U CN201720487911 U CN 201720487911U CN 206706682 U CN206706682 U CN 206706682U
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- layer
- water
- water delivery
- bed course
- soil
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Abstract
A kind of protection slope, bed course is equipped with the inclined-plane of substrate side, basic unit, surface layer are laid on bed course successively, water delivery layer is provided with above surface layer, it is covered with concrete water transfer pipeline in water delivery layer, and the upper surface of the concrete water transfer pipeline is covered with permeable hole, the water delivery layer is fixedly arranged above water guide layer, and water delivery layer is connected by aqueduct with water guide layer；The aqueduct and water guide layer collective effect, are divided into several zonules by water delivery layer, wire netting are equipped with the bottom surface of the zonule, and soil layer is equipped with above the wire netting, and kind is implanted with turf on the soil layer.A kind of protection slope provided by the utility model, by setting water delivery layer, water guide layer and bed course etc., rainwater can in time be drained in the rainy day, avoid soil erosion.
Description
Technical field
It the utility model is related to a kind of bank protection, and in particular to a kind of protection slope.
Background technology
At present, China's soil erosion phenomenon getting worse, for prevention soil and water loss, conventional measure is repaiied on river side
Water conservancy bank protection is built, water conservancy bank protection can play a part of conserving water and soil, control flood, and for attractive in appearance and environmental greening, usually can
In water conservancy bank protection surface grafting turf.But water conservancy bank protection easily causes water conservancy bank protection table because rain drop erosion and rainwater are penetrated into
The turf plantation soil erosion in face, or even collapsing for water conservancy bank protection can be caused.
The content of the invention
Technical problem to be solved in the utility model is to provide a kind of protection slope, solves existing water conservancy shield
When slope is by rain drop erosion and infiltration, the turf plantation soil erosion on water conservancy bank protection surface is easily caused, or even water conservancy can be caused to protect
The problem of slope is collapsed.
In order to solve the above technical problems, technical scheme is used by the utility model：
A kind of protection slope, bed course is equipped with the inclined-plane of substrate side, basic unit, face are laid successively on bed course
Layer, surface layer top are provided with water delivery layer, concrete water transfer pipeline, and the upper surface of the concrete water transfer pipeline are covered with water delivery layer
It is covered with permeable hole, the water delivery layer is fixedly arranged above water guide layer, and water delivery layer is connected by aqueduct with water guide layer；The water guide
Pipe and water guide layer collective effect, are divided into several zonules by water delivery layer, wire netting are equipped with the bottom surface of the zonule,
Soil layer is equipped with above the wire netting, kind is implanted with turf on the soil layer.
The bed course is coarse sand bed course, and basic unit is metalling, and surface layer is cement concrete layer.
The water guide layer is dry guiding gutter, guiding gutter laterally longitudinally staggered connection distribution, guiding gutter and concrete water transfer
The direction in the river of pipeline direction is open state.
Road surface is additionally provided with above the substrate, road surface includes bed course, basic unit and surface layer.
The height of the soil layer is less than the height of guiding gutter.
Anti- gag somebody is installed on the permeable hole.
A kind of protection slope of the utility model, by setting road surface in the top of substrate, avoid because of rain drop erosion
Soil on road surface is washed away, so as to reduce the phenomenon of bank protection height；Increase water delivery layer on the surface layer of bank protection again, in water delivery
It is covered with concrete water transfer pipeline in layer, and permeable hole is opened up in the upper surface of pipeline, water unnecessary in soil layer can be passed through saturating
Water hole is penetrated into aqueduct, is then delivered water into again by aqueduct in river；Set again in the top of water delivery layer
Guiding gutter, rainwater can be imported in river by guiding gutter, excessive rainfall in soil layer is avoided, by soil in rainwater weather
Loss is washed away, and water guide groove height is higher than soil layer, additionally it is possible to the soil in soil layer is gathered, avoids soil erosion.
Brief description of the drawings
The utility model is described in further detail with reference to the accompanying drawings and examples：
Fig. 1 is schematic diagram of the present utility model.
Fig. 2 is the schematic diagram of guiding gutter in the utility model.
Fig. 3 is the schematic diagram for preventing gaging somebody in the utility model.
In figure：Substrate 1, bed course 2, basic unit 3, surface layer 4, water delivery layer 5, wire netting 6, soil layer 7, turf 8, water guide layer 9, water guide
Pipe 10, road surface 11, guiding gutter 12 are anti-to gag somebody 13.
Embodiment
As Figure 1-3, a kind of protection slope of the utility model, including substrate 1, the inclined-plane of the side of substrate 1 are set
There is bank protection, the bank protection includes bed course 2, and bed course 2 is coarse sand bed course, and bed course 2 is laid on the top of substrate 1, the top laying of bed course 2
There is basic unit 3, basic unit 3 is metalling, and basic unit 3 is laid on the lower section of surface layer 4, and surface layer 4 is cement concrete layer.
The top of the surface layer 4 is provided with water delivery layer 5, concrete water transfer pipeline is covered with water delivery layer 5, and the concrete is defeated
The upper surface of waterpipe is covered with permeable hole.Permeable hole is on the one hand convenient ventilative, and avoiding expanding with heat and contract with cold causes to rupture；The opposing party
Drainage is played, the water in soil is introduced directly into concrete water transfer pipeline, and is flowed rapidly into river.In order to prevent
Water hole is blocked by muddy water, can will set bent-tube boiler is anti-to gag somebody 13 on permeable hole, it is anti-gag somebody tilted towards bank protection upward direction.Bend pipe
Formula is anti-to gag somebody due to down, will not directly receive the muddy water flowed down from wire netting 6, and muddy water is needed after falling on the precipitation of water delivery layer 5, on
Layer current, which just return, to be spilt in water delivery layer 5.By bent-tube boiler it is anti-gag somebody left-hand component when can precipitate, run up to after certain volume in weight
Power effect is lower to be fallen in the gap between wire netting 6 and water delivery layer 5 again, will not cause permeable hole plug in a short time.
Water delivery layer 5 is fixedly arranged above water guide layer 9, and water guide layer 9 includes several guiding gutters 12, and guiding gutter 12 is laterally longitudinal
The water fallen into, quickly can be incorporated into river by staggeredly connection distribution.Guiding gutter 12 is connected by aqueduct and concrete water transfer pipeline
It is logical.All guiding gutters 12 are each attached on water delivery layer 5, and the upper area of water delivery layer 5 is divided into several small by guiding gutter 12
Unit, wire netting 6 is equipped with the bottom surface of each junior unit, wire netting 6 can be multilayer, can so avoid blocking up during soil erosion
Fill in permeable hole and water delivery layer 5.The both sides of wire netting 6 can be stretched out outside bank protection by cord or hook, lift when facilitating later period maintenance and turn over
Repair.
The top of wire netting 6 is equipped with soil layer 7, and kind is implanted with turf 8 on soil layer 7, and the top of substrate 1 is additionally provided with road surface
11.Road surface 11 includes bed course 2, basic unit 3 and surface layer 4, is easy to road surface 11 building into fluid-tight road surface, avoids on road surface 11
Soil is lost in by rain drop erosion.
The height of soil layer 7 is less than the height of guiding gutter 12, is easy to guiding gutter 12 to build up the soil in soil layer 7, prevents mud
Soil is lost in.
The direction in guiding gutter 12 and the river of concrete water transfer pipeline direction is open state, is easy to guiding gutter 12 and defeated
Water in waterpipe leads to river.
Specifically, when in use, in rainwater weather, the Portland Cement Concrete Surface Course 4 on road surface 11 can block rainwater, keep away
Exempt to wash away in the soil on road surface 11；Rainwater on bank protection is fallen into guiding gutter 12, then is directly directed to river by guiding gutter 12
In or be oriented to indirectly in river by water delivery layer 5.The rainwater fallen on turf 8 can be penetrated into soil layer 7, then pass through metal again
Net 6 and permeable hole enter in water delivery layer 5, and wire netting 6 can prevent the soil in soil layer 7 from entering water delivery layer 5, can reduce soil
Loss, and be also avoided that excessive soil blocks water delivery layer 5, then the concrete water transfer pipeline in water delivery layer 5 is again by rain
Water is transported in river.
Claims (6)
- A kind of 1. protection slope, it is characterised in that：In substrate（1）Bed course is equipped with the inclined-plane of side（2）, bed course（2） On lay basic unit successively（3）, surface layer（4）, surface layer（4）Top is provided with water delivery layer（5）, water delivery layer（5）It is defeated to be inside covered with concrete Waterpipe, and the upper surface of the concrete water transfer pipeline is covered with permeable hole, the water delivery layer（5）Be fixedly arranged above water guide layer （9）, water delivery layer（5）Pass through aqueduct（10）With water guide layer（9）Connection；The aqueduct（10）With water guide layer（9）Collective effect, By water delivery layer（5）Several zonules are divided into, wire netting is equipped with the bottom surface of the zonule（6）, the wire netting（6） Top be equipped with soil layer（7）, the soil layer（7）Upper kind is implanted with turf（8）.
- A kind of 2. protection slope according to claim 1, it is characterised in that：The bed course（2）For coarse sand bed course, base Layer（3）For metalling, surface layer（4）For cement concrete layer.
- A kind of 3. protection slope according to claim 1, it is characterised in that：The water guide layer（9）For dry water guide Groove（12）, guiding gutter（12）Laterally longitudinally staggered connection distribution, guiding gutter（12）With the river of concrete water transfer pipeline direction Direction is open state.
- A kind of 4. protection slope according to claim 1, it is characterised in that：The substrate（1）Top is additionally provided with Road surface（11）, road surface（11）Including bed course（2）, basic unit（3）And surface layer（4）.
- A kind of 5. protection slope according to claim 1, it is characterised in that：The soil layer（7）Height less than leading Tank（12）Height.
- A kind of 6. protection slope according to claim 1, it is characterised in that：Anti- gag somebody is installed on the permeable hole （13）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720487911.0U CN206706682U (en) | 2017-05-04 | 2017-05-04 | A kind of protection slope |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720487911.0U CN206706682U (en) | 2017-05-04 | 2017-05-04 | A kind of protection slope |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206706682U true CN206706682U (en) | 2017-12-05 |
Family
ID=60465274
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720487911.0U Expired - Fee Related CN206706682U (en) | 2017-05-04 | 2017-05-04 | A kind of protection slope |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206706682U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108316244A (en) * | 2018-04-02 | 2018-07-24 | 长江南京航道工程局 | Concrete facing |
-
2017
- 2017-05-04 CN CN201720487911.0U patent/CN206706682U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108316244A (en) * | 2018-04-02 | 2018-07-24 | 长江南京航道工程局 | Concrete facing |
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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: 20171205 Termination date: 20180504 |
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| CF01 | Termination of patent right due to non-payment of annual fee |