CN210561986U - Ecological bank protection of artificial river course - Google Patents
Ecological bank protection of artificial river course Download PDFInfo
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- CN210561986U CN210561986U CN201921237950.0U CN201921237950U CN210561986U CN 210561986 U CN210561986 U CN 210561986U CN 201921237950 U CN201921237950 U CN 201921237950U CN 210561986 U CN210561986 U CN 210561986U
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- 239000004575 stone Substances 0.000 claims abstract description 59
- 239000002689 soil Substances 0.000 claims abstract description 33
- 239000002893 slag Substances 0.000 claims abstract description 28
- 240000001102 Zoysia matrella Species 0.000 claims abstract description 18
- 244000284012 Vetiveria zizanioides Species 0.000 claims abstract description 17
- 235000007769 Vetiveria zizanioides Nutrition 0.000 claims abstract description 17
- 238000005192 partition Methods 0.000 claims description 15
- 230000035939 shock Effects 0.000 claims 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 15
- 241000196324 Embryophyta Species 0.000 abstract description 10
- 239000002245 particle Substances 0.000 abstract description 6
- 239000012466 permeate Substances 0.000 abstract description 3
- 230000004888 barrier function Effects 0.000 abstract description 2
- 239000010410 layer Substances 0.000 description 145
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000005056 compaction Methods 0.000 description 2
- 239000002344 surface layer Substances 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 230000032798 delamination Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 238000000638 solvent extraction Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
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Abstract
The utility model discloses an artificial river ecological slope protection, which comprises a waterproof concrete layer and a stone barrier layer, a stone layer is arranged below the waterproof concrete layer, a side wall stone layer is arranged above the waterproof concrete layer, a surface concrete layer is arranged above the side wall stone layer, the vetiver grass planting area, the bush layer, the manila grass planting area and the slag permeable layer are arranged on the right side of the ecological slope protection, so that different plants planted at different heights on the slope protection can be fixed according to the root characteristics of the plants, the slag permeable layer arranged at the bottom can filter the soil in the muddy water flowing down from the upper layer to prevent the muddy water from carrying more soil particles, compare with current ecological bank protection the utility model discloses a vegetation arranges more rationally, and the slag permeable bed of bottom also can carry out secondary filter with the muddy water that the upper strata permeates out and prevent the loss of soil particle effectively.
Description
Technical Field
The utility model belongs to the technical field of the bank protection is relevant, concretely relates to ecological bank protection of artificial river course.
Background
The ecological slope protection is a slope protection technology for supporting a slope or a side slope by basic knowledge of subjects such as comprehensive engineering mechanics, soil science, ecology, phytology and the like to form a comprehensive slope protection system consisting of plants or engineering and plants. After the excavation side slope is formed, the surface layer of the side slope is protected and reinforced by planting plants and utilizing the interaction (root anchoring effect) of the plants, rocks and soil bodies, so that the requirement on the stability of the surface layer of the side slope can be met, the slope protection mode of the damaged natural ecological environment can be recovered, and the method is an effective slope protection and slope fixing means.
The prior art has the following problems: 1. the slope protection of the existing artificial river channel mostly adopts a concrete slope surface, the phenomena of corrosion, delamination and the like can be caused on the surface after long-time use, and meanwhile, the slope protection of the concrete surface is not attractive and environment-friendly, and is not beneficial to maintaining the ecological balance of the river channel. 2. The green planting arrangement of the ecological bank protection of current artificial channel is unreasonable, and the soil on long-time back slope still can run off the bottom of bank protection under the erodeing of rainwater, causes the intensity reduction of bank protection.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide an ecological bank protection of artificial river course to solve the ecological bank protection that provides in the above-mentioned background art after the time can run off the problem that the bank protection intensity reduces to the bank protection bottom.
In order to achieve the above object, the utility model provides a following technical scheme: an artificial river ecological slope protection comprises a waterproof concrete layer and a stone layer, wherein the stone layer is arranged below the waterproof concrete layer, a side wall stone layer is arranged above the waterproof concrete layer, a surface concrete layer is arranged above the side wall stone layer, a cobblestone road is arranged on the right side of the surface concrete layer, a lower connecting layer is arranged on the right side of the cobblestone road, a broken stone tamping layer is arranged on the right side of the lower connecting layer, a slope impact-resistant concrete layer is arranged below the broken stone tamping layer, an original soil backfill layer is arranged below the slope impact-resistant concrete layer, a dam body is arranged on the right side of the original soil backfill layer, an upper connecting body is arranged on the right side of the broken stone tamping layer, a boulder road layer is arranged on the right side of the upper connecting body, a vetiver planting area is arranged on the right side of the boulder road layer, the right side in vetiver grass planting district is provided with the bush layer, the right side on bush layer is provided with manila grass planting district, the right side in manila grass planting district is provided with the slag permeable bed, the top on slag permeable bed is provided with concrete antiskid road layer, the below on slag permeable bed is provided with the stone block and builds the layer, the left side in vetiver grass planting district is provided with the division board, the left side on bush layer is provided with the division board, the left side in manila grass planting district is provided with the division board.
Preferably, the partition plate comprises draining holes and a partition block, and the inside of the partition block is fixedly connected with the draining holes.
Preferably, the waterproof concrete layer is fixedly connected with the stone layer, the waterproof concrete layer is fixedly connected with the side wall stone layer, and the side wall stone layer is fixedly connected with the surface concrete layer.
Preferably, the surface concrete layer and the cobblestone road, the right side and the original soil backfill layer fixed connection of lateral wall stone layer, the upper surface and the rubble tamping layer fixed connection of original soil backfill layer.
Preferably, the upper surface of rubble tamped layer and the resistant concrete layer of assaulting of slope fixed connection, the upper surface and the upper portion connector fixed connection on rubble tamped layer, the right flank and the boulder road layer fixed connection of upper portion connector.
Preferably, the raw soil backfill layer is fixedly connected with the dam body, the right side face of the dam body is fixedly connected with the vetiver grass planting area, the right side face of the vetiver grass planting area is fixedly connected with the bush layer, the right side face of the bush layer is fixedly connected with the manila grass planting area, the right side face of the manila grass planting area is fixedly connected with the slag permeable layer, the upper surface of the slag permeable layer is fixedly connected with the concrete antiskid road layer, and the lower surface of the slag permeable layer is fixedly connected with the stone building layer.
Compared with the prior art, the beneficial effects of the utility model are that:
1. the utility model discloses a set up water-fast concrete layer, lateral wall stone layer and surface concrete layer in the left side of ecological bank protection, realize that the slope body in the river course can bear stronger river and erode, the intensity that has also improved the slope body makes the slope body can also keep great intensity after long-time use, compares with current slope body the utility model discloses a scientific and reasonable more of structure.
2. The utility model discloses a set up vetiver grass planting district, bush layer, manila grass planting district and slag permeable bed on the right side of ecological bank protection, realize the different plants of the not co-altitude planting of bank protection, realize fixing slope soil according to the root system characteristics of plant, set up the soil filtration that the slag permeable bed can be with the muddy water that the upper strata flows down in the bottom, prevent to take away more soil particle in the muddy water, compare with current ecological bank protection the utility model discloses a vegetation arranges more rationally, the slag permeable bed of bottom also can carry out secondary filter with the muddy water that the upper strata permeates out and prevent the loss of soil particle effectively.
Drawings
Fig. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic view of the partition plate structure of the present invention;
FIG. 3 is a partial enlarged view of the structure of the present invention;
FIG. 4 is a partial enlarged view of the structure of the present invention;
in the figure: 1. a water-resistant concrete layer; 2. a stone-building layer; 3. a sidewall stone building layer; 4. a surface concrete layer; 5. cobblestone roads; 6. a lower connection layer; 7. a slope impact-resistant concrete layer; 8. a gravel tamping layer; 9. an original soil backfill layer; 10. a dam body; 11. an upper connector; 12. a large stone road layer; 13. a vetiver planting area; 14. a shrub layer; 15. a manila planting area; 16. a slag permeable layer; 17. a concrete antiskid road layer; 18. a divider plate assembly; 19. building a stone block layer; 181. draining holes; 182. a partitioning block.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-4, the present invention provides a technical solution: an artificial river ecological slope protection comprises a water-resistant concrete layer 1 and a stone-building layer 2, wherein the stone-building layer 2 is arranged below the water-resistant concrete layer 1, a side wall stone-building layer 3 is arranged above the water-resistant concrete layer 1, a surface concrete layer 4 is arranged above the side wall stone-building layer 3, a cobblestone road 5 is arranged on the right side of the surface concrete layer 4, a lower connecting layer 6 is arranged on the right side of the cobblestone road 5, a broken stone tamping layer 8 is arranged on the right side of the lower connecting layer 6, a slope impact-resistant concrete layer 7 is arranged below the broken stone tamping layer 8, an original soil backfill layer 9 is arranged below the slope impact-resistant concrete layer 7, a dam body 10 is arranged on the right side of the original soil backfill layer 9, an upper connecting body 11 is arranged on the right side of the broken stone tamping layer 8, a boulder road layer 12 is arranged on the right side of the upper connecting body 11, and a, a shrub layer 14 is arranged on the right side of the vetiver grass planting area 13, a manila grass planting area 15 is arranged on the right side of the shrub layer 14, a slag permeable layer 16 is arranged on the right side of the manila grass planting area 15, a concrete anti-skid road layer 17 is arranged above the slag permeable layer 16, a stone block building layer 19 is arranged below the slag permeable layer 16, a partition plate 18 is arranged on the left side of the vetiver grass planting area 13, the partition plate 18 is arranged on the left side of the shrub layer 14, and the partition plate 18 is arranged on the left side of the manila grass planting area 15.
An artificial river ecological slope protection comprises a partition plate 18, a water draining hole 181 and a partition block 182, wherein the inside of the partition block 182 is fixedly connected with the water draining hole 181, a waterproof concrete layer 1 is fixedly connected with a stone building layer 2, the waterproof concrete layer 1 is fixedly connected with a side wall stone building layer 3, the side wall stone building layer 3 is fixedly connected with a surface concrete layer 4, the surface concrete layer 4 is fixedly connected with a cobblestone road 5, the right side of the side wall stone building layer 3 is fixedly connected with an original soil backfill layer 9, the upper surface of the original soil backfill layer 9 is fixedly connected with a broken stone tamping layer 8, the upper surface of the broken stone tamping layer 8 is fixedly connected with a slope impact-resistant concrete layer 7, the upper surface of the broken stone tamping layer 8 is fixedly connected with an upper connector 11, the right side surface of the upper connector 11 is fixedly connected with a boulder road layer 12, the original soil backfill layer 9 is fixedly connected with a dam body 10, the right side surface of the dam body 10 is fixedly, the right side surface of the vetiver grass planting area 13 is fixedly connected with a bush layer 14, the right side surface of the bush layer 14 is fixedly connected with a manila grass planting area 15, the right side surface of the manila grass planting area 15 is fixedly connected with a slag permeable layer 16, the upper surface of the slag permeable layer 16 is fixedly connected with a concrete antiskid road layer 17, and the lower surface of the slag permeable layer 16 is fixedly connected with a stone barrier layer 19.
The utility model discloses a theory of operation and use flow: when the ecological protection slope is built, firstly building a left supporting stress part, building a stone base layer 2 at the bottom of the left side after the shape of the dam body 10 is built, building a stone block building layer 19 at the right side of the dam body 10, then building a waterproof concrete layer 1 on the upper surface of the stone base layer 2, building a side wall stone layer 3 on the upper surface of the waterproof concrete layer 1, filling an original soil backfill layer 9 on the right side of the side wall stone layer 3, tamping the original soil backfill layer 9 after the left stone base layer 2 and the side wall stone layer 3 are completely solidified, building a broken stone tamping layer 8 on the upper surface of the original soil backfill layer 9, building a slope impact-resistant concrete layer 7 on the upper surface of the broken stone tamping layer 8, building a lower connecting layer 6 between the slope impact-resistant concrete layer 7 and the cobblestone road 5, and setting the waterproof concrete layer 1, the side wall stone layer 3 and the surface concrete protection slope 4 on the left side of the ecological protection slope, the slope body in the river channel can bear strong river washing, the strength of the slope body is improved, so that the slope body can maintain high strength after long-time use, compared with the existing slope body, the structure of the utility model is more scientific and reasonable, the upper surface of the dam body 10 is provided with the macadam compaction layer 8, the upper surface of the macadam compaction layer 8 is provided with the boulder road layer 12, the upper connecting bodies 11 are built on two sides of the boulder road layer 12, the slope body on the right side is provided with the stone block building layer 19, the slag permeable layer 16 and the concrete antiskid road layer 17 from bottom to top, the surface of the dam body 10 is built with the partition plate 18, the manila planting area 15, the bush planting layer 14 and the vetiver planting area 13 are respectively planted on the partition plate 18, the manila planting area 15 and the slag permeable layer 16 are arranged on the right side of the ecological slope protection, the realization is to the different plants that the bank protection co-altitude was planted, realizes the fixed to slope soil according to the root system characteristics of plant, sets up slag permeable bed 16 in the bottom and can filter the soil in the muddy water that the upper layer flows down totally, prevents to take away more soil particle in the muddy water, compares with current ecological bank protection the utility model discloses a vegetation arranges more reasonable, and the slag permeable bed 16 of bottom also can carry out secondary filter with the muddy water that the upper layer permeates out and prevent the loss of soil particle effectively.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. The utility model provides an ecological bank protection of artificial channel, includes water-fast concrete layer (1) and stone layer (2), its characterized in that: the concrete paving structure is characterized in that a stone building layer (2) is arranged below the waterproof concrete layer (1), a lateral wall stone building layer (3) is arranged above the waterproof concrete layer (1), a surface concrete layer (4) is arranged above the lateral wall stone building layer (3), a cobblestone road (5) is arranged on the right side of the surface concrete layer (4), a lower connecting layer (6) is arranged on the right side of the cobblestone road (5), a broken stone tamping layer (8) is arranged on the right side of the lower connecting layer (6), a slope impact-resistant concrete layer (7) is arranged below the broken stone tamping layer (8), an original soil backfill layer (9) is arranged below the slope impact-resistant concrete layer (7), a dam body (10) is arranged on the right side of the original soil backfill layer (9), an upper connecting body (11) is arranged on the right side of the broken stone tamping layer (8), a large stone road layer (12) is arranged on the right side of the upper connecting body (11), the right side on boulder road layer (12) is provided with vetiver grass planting district (13), the right side in vetiver grass planting district (13) is provided with bush layer (14), the right side on bush layer (14) is provided with manila grass planting district (15), the right side in manila grass planting district (15) is provided with slag permeable layer (16), the top on slag permeable layer (16) is provided with concrete antiskid road layer (17), the below on slag permeable layer (16) is provided with stone block building layer (19), the left side in vetiver grass planting district (13) is provided with division board (18), the left side on bush layer (14) is provided with division board (18), the left side in manila grass planting district (15) is provided with division board (18).
2. The ecological bank protection of artificial river course of claim 1, characterized in that: the partition plate (18) comprises a draining hole (181) and a partition block (182), and the draining hole (181) is fixedly connected inside the partition block (182).
3. The ecological bank protection of artificial river course of claim 1, characterized in that: waterproof concrete layer (1) and base stone layer (2) fixed connection, waterproof concrete layer (1) and lateral wall stone layer (3) fixed connection, lateral wall stone layer (3) and surface concrete layer (4) fixed connection.
4. The ecological bank protection of artificial river course of claim 1, characterized in that: surface concrete layer (4) and cobblestone road (5), the right side and former soil backfill layer (9) fixed connection of lateral wall stone layer (3), the upper surface and rubble tamp layer (8) fixed connection of former soil backfill layer (9).
5. The ecological bank protection of artificial river course of claim 1, characterized in that: the upper surface and the slope of rubble tamped layer (8) are shock-resistant concrete layer (7) fixed connection, the upper surface and upper portion connector (11) fixed connection on rubble tamped layer (8), the right flank and the big stone road layer (12) fixed connection of upper portion connector (11).
6. The ecological bank protection of artificial river course of claim 1, characterized in that: former soil backfill layer (9) and dam (10) fixed connection, the right flank and the vetiver grass planting area (13) fixed connection of dam (10), the right flank and bush layer (14) fixed connection in vetiver grass planting area (13), the right flank and the manila grass planting area (15) fixed connection of bush layer (14), the right flank and the manila grass planting area (15) fixed connection in manila grass planting area (15), the upper surface and concrete antiskid road layer (17) fixed connection on slag permeable layer (16), the lower surface and the stone block building layer (19) fixed connection on slag permeable layer (16).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921237950.0U CN210561986U (en) | 2019-08-02 | 2019-08-02 | Ecological bank protection of artificial river course |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921237950.0U CN210561986U (en) | 2019-08-02 | 2019-08-02 | Ecological bank protection of artificial river course |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210561986U true CN210561986U (en) | 2020-05-19 |
Family
ID=70638117
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921237950.0U Expired - Fee Related CN210561986U (en) | 2019-08-02 | 2019-08-02 | Ecological bank protection of artificial river course |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210561986U (en) |
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2019
- 2019-08-02 CN CN201921237950.0U patent/CN210561986U/en not_active Expired - Fee Related
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200519 |
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| CF01 | Termination of patent right due to non-payment of annual fee |