CN210658227U - Ecological slope protection structure - Google Patents
Ecological slope protection structure Download PDFInfo
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- CN210658227U CN210658227U CN201920968365.1U CN201920968365U CN210658227U CN 210658227 U CN210658227 U CN 210658227U CN 201920968365 U CN201920968365 U CN 201920968365U CN 210658227 U CN210658227 U CN 210658227U
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Abstract
The utility model discloses an ecological slope protection structure belongs to ecological environment restoration technical field, and it lays the supporting layer on domatic including the slope, and the brick that permeates water has been laid at the top of supporting layer, and the dirt bed has been laid at the top of the brick that permeates water, and the slope protection layer has been pour at dirt bed's top, and the slope protection layer is formed by concrete placement, sets up the plant groove of planting green planting on the slope protection layer, domatic bottom has set firmly a cistern, has seted up the guiding gutter between supporting layer and the brick that permeates water, and the bottom and the cistern in the guiding gutter communicate, fixedly connected with drainage component on the pond, the utility model discloses the effect that has the utilization ratio of increase rainwater.
Description
Technical Field
The utility model belongs to the technical field of ecological environment restoration technique and specifically relates to an ecological slope protection structure is related to.
Background
At present, ecological construction and environmental protection become hot topics which people pay attention to in new generations. The rapid development of infrastructure construction and the discordance of ecological environment lead to the serious damage of the ecological environment on which people live, and simultaneously restrict the sustainable development of social economy and environment. Projects such as mining activities have formed a large number of severe bare rock slopes. The exposed rock side slopes are high and steep, the slope surface is rugged seriously, and more pumice stones are loosened, so that great potential safety hazards exist, and the surrounding ecological environment and landscape effect are greatly influenced. How to reasonably utilize resources and protect the ecological environment in engineering construction is an important problem that people should look right and carefully at present.
At present, the traditional technology obtains great results for slope ecological restoration practice, but the construction difficulty is great, the period is long, the management cost is high, the plant germination and later-stage growth and survival conditions are poor, the problems of scouring and sliding of the surface soil of the slope are serious, and the later-stage vegetation restoration effect is poor.
When handling domatic, the plant is planted on domatic most to the traditional mode, and during rainy day, the rainwater easily erodees the soil on domatic top layer, runs into arid weather, and domatic plant dies because of the lack of water, and a large amount of rainwater runs off during rainy day, makes the rainwater obtain abundant utilization.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing an ecological slope protection structure is provided with the cistern that collects the rainwater in domatic bottom, is connected with the water drainage in the cistern to domatic drainage subassembly on the cistern, and the rainy day cistern can be collected the rainwater, and arid weather can water the water drainage in the cistern to domatic on, increases the utilization ratio of rainwater to domatic green planting.
The above technical purpose of the present invention can be achieved by the following technical solutions:
the utility model provides an ecological slope protection structure, lays the supporting layer on domatic including the slope, and the brick that permeates water has been laid at the top of supporting layer, and the dirt bed has been laid at the top of the brick that permeates water, and the slope protection layer has been pour at the top of dirt bed, and the slope protection layer is formed by concrete placement, sets up the green plant groove of planting on the slope protection layer, domatic bottom has set firmly a cistern, has seted up the guiding gutter between supporting layer and the brick that permeates water, and the bottom and the cistern in guiding gutter intercommunication, fixedly connected with drainage subassembly on the pond.
Through adopting above-mentioned scheme, rainy day, the rainwater is stored in flowing into the cistern through the guiding gutter in the brick infiltration to the guiding gutter that permeates water, and arid weather, drainage subassembly can be with the water drainage in the cistern to domatic on, water domatic green planting, increase the utilization ratio of rainwater.
The utility model discloses further set up to: the drainage component comprises a water outlet pipe fixedly connected to the reservoir, one end of the water outlet pipe extends into the reservoir and is fixedly provided with a water pump, a plurality of axial branch pipes obliquely arranged along the top of the slope protection layer are uniformly and fixedly arranged on the water outlet pipe, and a spray head is fixedly arranged at the position, close to each plant groove, of each branch pipe.
Through adopting above-mentioned scheme, in arid weather, the outlet pipe takes the water in the cistern out, sprays in the plant groove through the shower nozzle at last, waters to the green plant in the plant groove, can increase the utilization ratio of rainwater, prevents arid weather, and the green plant in the plant groove is lack of water and dies.
The utility model discloses further set up to: and a drain pipe is fixedly arranged at the position, close to the top, of one end of the water storage tank.
Through adopting above-mentioned scheme, because the cistern generally is formed by concrete placement, after water in the cistern is full, the rainwater still flows into in the cistern, and the rainwater in the cistern easily leads to the cistern fracture, and after water in the cistern was filled with, the drain pipe can automatic outside drainage, prevents that the cistern from being propped badly.
The utility model discloses further set up to: the plant groove on the slope protection layer is arranged in a honeycomb manner.
Through adopting above-mentioned scheme, the plant groove that the honeycomb type set up has higher stability, when the rainwater scours the layer of protecting the slope, can reduce the layer of protecting the slope and be damaged.
The utility model discloses further set up to: and a soil fixing net is fixedly arranged in the plant groove of the slope protection layer.
Through adopting above-mentioned scheme, gu soil net does not influence the plant and outwards grows, can also strengthen blockking to the dirt bed, prevents that rainy day rainwater from scouring the back to the dirt bed, and earth runs off.
The utility model discloses further set up to: the side of the slope protection layer, which is positioned at the lowest position of the plant groove, is fixedly provided with a baffle plate which is vertical to the slope protection layer, one side of the baffle plate protrudes out of the slope protection layer, and the other side of the baffle plate is inserted into the soil layer.
Through adopting above-mentioned scheme, the baffle not only can prevent that the rainwater from washing away the earth in the plant groove, can also keep off partial rainwater down, and the baffle is pegged graft in the earth in situ, makes the slope protection layer be connected inseparabler with dirt layer.
The utility model discloses further set up to: and the position of the slope protection layer, which is positioned on the baffle, is fixedly provided with a water guide pipe, and the water guide pipe sequentially penetrates through the mud layer and the water permeable bricks from the slope protection layer and then is communicated with the diversion trench.
Through adopting above-mentioned scheme, the aqueduct can be with the rainwater water conservancy diversion inslot water conservancy diversion groove under the plant inslot baffle keeps off, finally enters into the cistern and stores, is convenient for collect the rainwater.
The utility model discloses further set up to: the top of the water guide pipe is fixedly provided with a filter screen.
Through adopting above-mentioned scheme, because rainy day, press from both sides in the rainwater and be miscellaneous a large amount of soil and grit etc. the filter screen can prevent that earth and grit from entering into in the aqueduct and block up the aqueduct.
To sum up, the utility model discloses following beneficial effect has:
1. the water storage tank is fixedly arranged at the bottom of the slope, the diversion trench is formed between the supporting layer and the water permeable bricks, the bottom of the diversion trench is communicated with the interior of the water storage tank, the water storage tank is fixedly connected with the drainage assembly, rainwater permeates into the diversion trench through the water permeable bricks and finally flows into the water storage tank through the diversion trench for storage, and in arid weather, the drainage assembly can drain water in the water storage tank to the slope, so that green plants on the slope are watered, and the utilization rate of the rainwater is increased;
2. the soil fixing net is fixedly arranged in the plant groove of the slope protection layer, the soil fixing net does not influence the outward growth of plants, and can also strengthen the blocking of a soil layer and prevent soil loss after the soil layer is washed by rainwater in rainy days;
3. the position of the retaining plate on the retaining layer is fixedly provided with the water guide pipe, the water guide pipe sequentially penetrates through the mud layer and the permeable bricks from the retaining layer and then is communicated with the flow guide groove, and the water guide pipe can guide the rainwater blocked by the retaining plate in the plant groove into the flow guide groove and finally enters the water storage pool to be stored, so that the rainwater can be collected conveniently.
Drawings
FIG. 1 is an isometric view of an embodiment;
FIG. 2 is a sectional view of the embodiment;
FIG. 3 is an exploded view of the embodiment;
fig. 4 is an enlarged view of a portion a of fig. 2.
In the figure, 1, a support layer; 11. a diversion trench; 2. water permeable bricks; 3. a layer of clay; 4. a slope protection layer; 41. a plant tank; 42. fixing a soil net; 43. a water conduit; 431. filtering with a screen; 44. a baffle plate; 5. a reservoir; 51. a drain pipe; 52. a drainage assembly; 521. a water outlet pipe; 522. branch pipelines; 523. a spray head; 524. and (4) a water pump.
Detailed Description
The utility model provides an ecological slope protection structure, participate in figure 1 and figure 2, lay supporting layer 1 on domatic including the slope, brick 2 that permeates water has been laid at supporting layer 1's top, the dirt bed 3 has been laid at the top of brick 2 that permeates water, slope protection layer 4 has been pour at dirt bed 3's top, slope protection layer 4 is formed by concrete placement, a plurality of plant grooves 41 that are the honeycomb type have been seted up on slope protection layer 4, plant groove 41 and dirt bed 3 intercommunication, plant green planting on dirt bed 3, green planting can follow and wear out in plant groove 41, green planting can effectively prevent domatic soil erosion and water loss.
Referring to fig. 1 and 2, in order to fully utilize rainwater, a water storage tank 5 is fixedly arranged at the bottom of the slope, a diversion trench 11 is formed between the supporting layer 1 and the permeable brick 2, the bottom of the diversion trench 11 is communicated with the interior of the water storage tank 5, rainwater permeates into the diversion trench 11 through the permeable brick 2 and finally flows into the water storage tank 5 through the diversion trench 11 for storage, a drain pipe 51 is fixedly arranged at the top of one end of the water storage tank 5, and when the water in the water storage tank 5 is filled in rainy days, the drain pipe 51 can automatically drain the water in the water storage tank 5 outwards to prevent the water storage tank 5 from cracking due to overlarge water amount; the water storage tank 5 is fixedly connected with the drainage component 52, the drainage component 52 comprises a water outlet pipe 521 fixedly connected to the water storage tank 5, one end of the water outlet pipe 521 extends into the water storage tank 5 and is fixedly provided with a water pump 524 (see fig. 3), the water outlet pipe 521 extends to the top of the slope protection layer 4, a plurality of branch pipelines 522 are uniformly and fixedly arranged on the water outlet pipe 521, the axial direction of each branch pipeline 522 is obliquely arranged along the top of the slope protection layer 4, and a spray head 523 is fixedly arranged at the position, close to each plant groove 41, of each branch pipeline 522; in arid weather, the outlet pipe 521 takes out the water in the reservoir 5, and finally sprays the water into the plant tank 41 through the spray head 523 to water the green plants in the plant tank 41, so that the utilization rate of rainwater can be increased, and the green plants in the plant tank 41 can be prevented from being dead due to water shortage in the arid weather.
Referring to fig. 2 and 4, the slope protection layer 4 is fixedly provided with a soil fixing net 42 in the honeycomb plant groove 41, the soil fixing net 42 can prevent rainwater from washing away soil in rainy days, and the soil fixing net 42 can reduce soil loss; the lowest side of the plant groove 41 of the slope protection layer 4 is fixedly provided with a baffle 44 which is vertical to the slope protection layer 4, one side of the baffle 44 protrudes out of the slope protection layer 4, and the other side is inserted into the soil layer 3, so that the baffle 44 can prevent rainwater from washing away soil in the plant groove 41, can keep part of rainwater down, and can enable the slope protection layer 4 to be more tightly connected with the soil layer 3; a water guide pipe 43 is fixedly arranged at the position, located on the baffle 44, of the slope protection layer 4, the water guide pipe 43 is perpendicular to the slope protection layer 4, the water guide pipe 43 sequentially penetrates through the mud layer 3 and the water permeable bricks 2 from the slope protection layer 4 and then is communicated with the flow guide groove 11, and the water guide pipe 43 can guide the rainwater blocked by the baffle 44 in the plant groove 41 into the flow guide groove 11 and finally enters the reservoir 5 for storage; the top of the water guiding pipe 43 is fixedly provided with a filter screen 431, and the filter screen 431 can prevent mud or sand and stone from entering the water guiding pipe 43 to block the water guiding pipe 43.
The use principle is as follows: in rainy days, rainwater permeates into the diversion trench 11 through the mud layer 3 and the water permeable bricks 2 and finally flows into the reservoir 5 through the diversion trench 11 for storage; soil fixation net 42 can prevent earth from being washed away by rainwater, baffle 44 can prevent earth from being washed away by rainwater, and aqueduct 43 can be convenient for collect the rainwater in direct water conservancy diversion to guiding gutter 11 with the rainwater, increases the utilization ratio of rainwater.
The embodiment of this specific implementation mode is the preferred embodiment of the present invention, not limit according to this the utility model discloses a protection scope, so: all equivalent changes made according to the structure, shape and principle of the utility model are covered within the protection scope of the utility model.
Claims (8)
1. An ecological slope protection structure, its characterized in that: lay supporting layer (1) on domatic including the slope, brick (2) of permeating water has been laid at the top of supporting layer (1), and dirt bed (3) have been laid at the top of brick (2) of permeating water, and slope protection layer (4) have been pour at the top of dirt bed (3), and slope protection layer (4) are formed by concrete placement, offer plant groove (41) of planting green planting on slope protection layer (4), domatic bottom has set firmly one cistern (5), has seted up between supporting layer (1) and the brick (2) of permeating water diversion trench (11), and intercommunication in the bottom of diversion trench (11) and cistern (5), fixedly connected with drainage subassembly (52) on the pond.
2. The ecological slope protection structure of claim 1, characterized in that: drainage subassembly (52) are including outlet pipe (521) fixed connection on cistern (5), and the one end of outlet pipe (521) extends to cistern (5) in and has set firmly water pump (524), evenly sets firmly branch pipeline (522) that a plurality of axial set up along the top slope of bank protection layer (4) on outlet pipe (521), and the position that branch pipeline (522) are close to every plant groove (41) sets firmly one shower nozzle (523).
3. The ecological slope protection structure of claim 1, characterized in that: a drain pipe (51) is fixedly arranged at a position, close to the top, of one end of the water storage tank (5).
4. The ecological slope protection structure of claim 1, characterized in that: the plant grooves (41) on the slope protection layer (4) are arranged in a honeycomb mode.
5. The ecological slope protection structure of claim 1, characterized in that: and a soil fixing net (42) is fixedly arranged in the plant groove (41) of the slope protection layer (4).
6. The ecological slope protection structure of claim 1, characterized in that: one side of the slope protection layer (4) which is positioned at the lowest position of the plant groove (41) is fixedly provided with a baffle (44) which is vertical to the slope protection layer (4), one side of the baffle (44) protrudes out of the slope protection layer (4), and the other side of the baffle is inserted into the soil layer (3).
7. The ecological slope protection structure of claim 6, characterized in that: the position of the slope protection layer (4) on the baffle (44) is fixedly provided with a water guide pipe (43), and the water guide pipe (43) sequentially penetrates through the mud layer (3) and the water permeable bricks (2) from the slope protection layer (4) and then is communicated with the diversion trench (11).
8. The ecological slope protection structure of claim 7, wherein: and a filter screen (431) is fixedly arranged at the top of the water guide pipe (43).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920968365.1U CN210658227U (en) | 2019-06-25 | 2019-06-25 | Ecological slope protection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920968365.1U CN210658227U (en) | 2019-06-25 | 2019-06-25 | Ecological slope protection structure |
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| Publication Number | Publication Date |
|---|---|
| CN210658227U true CN210658227U (en) | 2020-06-02 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201920968365.1U Expired - Fee Related CN210658227U (en) | 2019-06-25 | 2019-06-25 | Ecological slope protection structure |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111648389A (en) * | 2020-06-12 | 2020-09-11 | 云南今禹生态工程咨询有限公司 | Soil and water conservation system for promoting vegetation recovery |
| CN112921895A (en) * | 2021-01-29 | 2021-06-08 | 王双全 | Ecological water conservancy bank protection device based on hydraulic engineering |
| CN113668577A (en) * | 2021-09-09 | 2021-11-19 | 甘肃省水利厅兰州水土保持科学试验站（甘肃省水土保持科学研究所） | Spoil area side slope flexible ecological remediation structure |
| CN114086579A (en) * | 2021-12-29 | 2022-02-25 | 浙江省振兴乡村建设投资发展集团有限公司 | Land reclamation is with ecological bank protection that has rainwater recovery structure |
| CN114645548A (en) * | 2022-04-01 | 2022-06-21 | 蒙城县水利局建筑工程队 | Ecological restoration bank protection of hydraulic engineering |
-
2019
- 2019-06-25 CN CN201920968365.1U patent/CN210658227U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111648389A (en) * | 2020-06-12 | 2020-09-11 | 云南今禹生态工程咨询有限公司 | Soil and water conservation system for promoting vegetation recovery |
| CN112921895A (en) * | 2021-01-29 | 2021-06-08 | 王双全 | Ecological water conservancy bank protection device based on hydraulic engineering |
| CN113668577A (en) * | 2021-09-09 | 2021-11-19 | 甘肃省水利厅兰州水土保持科学试验站（甘肃省水土保持科学研究所） | Spoil area side slope flexible ecological remediation structure |
| CN114086579A (en) * | 2021-12-29 | 2022-02-25 | 浙江省振兴乡村建设投资发展集团有限公司 | Land reclamation is with ecological bank protection that has rainwater recovery structure |
| CN114645548A (en) * | 2022-04-01 | 2022-06-21 | 蒙城县水利局建筑工程队 | Ecological restoration bank protection of hydraulic engineering |
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Granted publication date: 20200602 |