CN210194549U - Three-dimensional greening space structure of disaster-prevention marine ecological bank protection - Google Patents
Three-dimensional greening space structure of disaster-prevention marine ecological bank protection Download PDFInfo
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- CN210194549U CN210194549U CN201921031238.5U CN201921031238U CN210194549U CN 210194549 U CN210194549 U CN 210194549U CN 201921031238 U CN201921031238 U CN 201921031238U CN 210194549 U CN210194549 U CN 210194549U
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Abstract
The utility model discloses a three-dimensional greening space structure of disaster-prevention marine ecological bank protection, which is arranged on the surface of a bank slope and the front end of the bank slope, at least a gravel layer, a first concrete layer, a permeable concrete layer, a permeation adsorption filter layer and a mud layer are sequentially arranged on the surface of the bank slope from bottom to top, the surface of the mud layer is covered with an anticorrosion steel wire mesh layer, a cement baffle is arranged on the mud layer, a first bank protection pile group is arranged at the front end of the bank slope, a second bank protection pile group is arranged in front of the first bank protection pile group, a second concrete layer, a mud layer and a fine sand layer are sequentially arranged between the first bank protection pile group and the second bank protection pile group from bottom to top, a first vegetable layer is planted on the mud layer at a higher position, and a second vegetable layer is arranged on the mud layer in front of the first vegetable layer, the algae vegetable layer is planted on the silt layer, the utility model discloses stable in structure, have better keep out wind, prevent dust and manger plate effect.
Description
Technical Field
The utility model belongs to the technical field of the water conservancy facility technique and specifically relates to a three-dimensional greening space structure of disaster prevention marine ecology shore protection.
Background
With the development of society, people are provided with related bank protection water conservancy facilities on two banks of the sea, the water conservancy facilities can effectively prevent the problem that gaps appear on the coast to cause river water to flow into low-lying areas outside the coast, but the structures of the bank protection water conservancy facilities on the coast are still insufficient to resist the impact of large-flow seawater in a short time, and the structural firmness is low; moreover, the vegetation structure on the bank protection water conservancy facility is less, the condition of water and soil flowing water is easy to occur, so that the ecological balance of the coast is damaged, and when the weather with strong wind is met and no vegetation on the bank protection water conservancy facility shields the wind, the intensity of the wind blowing to the inland is very high; therefore, it is necessary to design a three-dimensional greening space structure for disaster-prevention marine ecological bank protection applied to the coast.
SUMMERY OF THE UTILITY MODEL
The utility model discloses it is not enough to above-mentioned technique, provide a stable in structure, have better keep out wind, dustproof and manger plate effect, the better disaster prevention marine ecology shore protection three-dimensional greening spatial structure of hydrophobicity moreover.
In order to achieve the above purpose, the utility model discloses a following technical scheme realizes:
a three-dimensional greening space structure of a disaster-prevention marine ecological bank protection is arranged on the surface of a bank slope and the front end of the bank slope, the surface of the bank slope is at least provided with a rubble layer, a first concrete layer, a permeable concrete layer, a permeation and adsorption filter layer and a mud layer from bottom to top in sequence, the surface of the soil layer is covered with an anti-corrosion steel wire mesh layer, a cement baffle plate is arranged on the soil layer, a first bank protection pile group is arranged at the front end of the bank slope, a second bank protection pile group is arranged in front of the first bank protection pile group, a second concrete layer, a silt layer and a fine sand layer are sequentially arranged between the first bank protection pile group and the second bank protection pile group from bottom to top, a first vegetation layer is planted on the silt layer at a higher position, a second vegetation layer is arranged on the silt layer in front of the first vegetation layer, and an algae vegetation layer is planted on the silt layer.
Further, a plurality of water drainage grooves are formed between the first concrete layer and the permeable concrete layer, and the water drainage grooves extend to the front end of the bank slope.
Further, the height of the first bank protection pile group is higher than that of the second bank protection pile group, the height of the second bank protection pile group is lower than that of the water surface, and the first bank protection pile group and the second bank protection pile group are formed by arranging a plurality of bank protection piles in parallel.
Furthermore, the soil layers are distributed in a ladder shape, the cement baffle plates are arranged at the front ends of the soil layers on each step, and the surface of each soil layer on each step is covered with an anti-corrosion steel wire mesh layer.
Further, the cement baffle is arc-shaped, and the bottom part of the cement baffle is inserted into the permeation adsorption filter layer.
Further, the first vegetation layer is quassia or casuarina equisetifolia.
Further, the second vegetation layer is saddle vine or avicennia marina.
The utility model has the advantages that:
the surface of the bank slope and the front end of the bank slope can be reinforced through the vegetation and the anti-corrosion steel wire mesh layer arranged on the surface of the bank slope and the front end of the bank slope, so that the surface of the bank slope and the front end of the bank slope are not easy to cause water and soil loss, the vegetation has certain wind shielding effect, dust shielding effect and water wave impact force reducing effect, the bank protection structure below the vegetation has good structural stability and good drainage, when the water level is at a higher position, the cement baffle can resist the water waves impacting the bank slope, the condition that the water waves directly impact the soil layer to loosen the soil layer is avoided, the arc-shaped cement baffle can reverse the impact direction of the water waves after the water waves impact, through mutual collision of the reverse water waves and the water waves of the next wave impacting the bank slope, the aim of weakening the strength of the water waves of the next wave impacting the bank slope is fulfilled, and the stability of the bank protection structure is improved.
Drawings
Fig. 1 is a schematic view of the overall structure of the present invention.
Fig. 2 is a top view of the present invention.
Fig. 3 is a perspective view of the present invention.
In the figure, a bank slope 1, a gravel layer 2, a first concrete layer 3, a pervious concrete layer 4, a mud layer 5, an anticorrosive steel wire mesh layer 6, a first bank protection pile group 7, a second bank protection pile group 8, a second concrete layer 9, a silt layer 10, a fine sand layer 11, a first vegetation layer 12, a second vegetation layer 13, an algae vegetation layer 14, a permeation adsorption filter layer 15, a bank protection pile 16, a cement baffle 17 and a water surface 18.
Detailed Description
As shown in fig. 1 to 3, a disaster-prevention marine ecological bank protection three-dimensional greening space structure is arranged on the surface of a bank slope 1 and the front end of the bank slope 1, the surface of the bank slope 1 is at least provided with a gravel layer 2, a first concrete layer 3, a permeable concrete layer 4, a permeation absorption filter layer 15 and a mud layer 5 from bottom to bottom in sequence, the surface of the mud layer 5 is covered with an anti-corrosion steel wire mesh layer 6, the mud layer 5 is provided with a cement baffle 17, the front end of the bank slope 1 is provided with a first bank protection pile group 7, the front of the first bank protection pile group 7 is provided with a second bank protection pile group 8, a second concrete layer 9, a mud layer 10 and a fine sand layer 11 are sequentially arranged between the first bank protection pile group 7 and the second bank protection pile group 8 from bottom to top, a first vegetation layer 12 is planted on the mud layer 5 at a higher position, a second vegetation layer 13 is provided on the soil layer 5 in front of the first vegetation layer 12, and an algae vegetation layer 14 is planted on the sludge layer 10.
A plurality of water drainage grooves are formed between the first concrete layer 3 and the pervious concrete layer 4 and extend to the front end of the bank slope 1.
The height of the first revetment pile group 7 is higher than that of the second revetment pile group 8, the height of the second revetment pile group 8 is lower than that of the water surface 18, and the first revetment pile group 7 and the second revetment pile group 8 are formed by arranging a plurality of revetment piles 16 in parallel.
The soil layers 5 are distributed in a step shape, the cement baffle 17 is arranged at the front end of the soil layer 5 on each step, and the surface of the soil layer 5 on each step is covered with an anti-corrosion steel wire mesh layer 6.
The cement baffle 17 is arc-shaped, and the bottom part of the cement baffle 17 is inserted into the permeation absorption filter layer 15.
The first vegetation layer 12 is quassia or casuarina equisetifolia.
The second vegetation layer 13 is saddle vine or avicennia marina.
The anti-corrosion steel wire mesh layer 6 can play a certain role in fixing the soil layer 5, the second vegetation layer 13 can further reinforce the soil on the bank slope 1, so as to prevent the soil on the bank slope 1 from being broken in the weather with large rainfall, the permeable concrete layer 4 can timely dredge the rainwater in the infiltration absorption filter layer 15 and the soil layer 5 in the weather with large rainfall, the algae vegetation layer 14 can play a role in reducing the impact of water waves in the weather with large wind force, the second vegetation layer 13 can play a role in shielding wind and blocking dust, the first vegetation layer 12 can greatly reduce the intensity of wind blowing to inland, the infiltration absorption filter layer 15 can absorb harmful substances infiltrated from the soil layer 5, when the water surface 18 is at a higher position, the cement baffle 17 can resist the water waves impacting the bank slope 1, so as to avoid the condition that the soil layer 5 is loosened by the direct impact of the water waves on the soil layer 5, the arc-shaped cement baffle 17 can reverse the impact direction of the water wave after the water wave impacts, and the water wave impacting the bank slope 1 by the reverse water wave collides with the water wave impacting the bank slope 1 by the next wave, so that the aim of weakening the strength of the water wave impacting the bank slope 1 by the next wave is fulfilled, and the stability of the bank protection structure is improved.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.
Claims (7)
1. A disaster-prevention marine ecological bank protection three-dimensional greening space structure is arranged on the surface of a bank slope and the front end of the bank slope, and is characterized in that at least a gravel layer, a first concrete layer, a permeable concrete layer, a permeation adsorption filter layer and a mud layer are sequentially arranged on the surface of the bank slope from bottom to top, an anti-corrosion steel wire mesh layer covers the surface of the mud layer, a cement baffle plate is arranged on the mud layer, a first bank protection pile group is arranged at the front end of the bank slope, a second bank protection pile group is arranged in front of the first bank protection pile group, a second concrete layer, a mud layer and a fine sand layer are sequentially arranged between the first bank protection pile group and the second bank protection pile group from bottom to top, a first vegetation layer is planted on the mud layer at a higher position, and a second vegetation layer is arranged on the mud layer in front of the first vegetation layer, and an algae vegetative layer is planted on the sludge layer.
2. The ecological revetment three-dimensional greening spatial structure of claim 1, wherein a plurality of drainage channels are opened between the first concrete layer and the pervious concrete layer, and the drainage channels extend to the front end of the bank slope.
3. The ecological bank protection three-dimensional greening space structure of claim 1, wherein the height of the first bank protection pile group is higher than that of the second bank protection pile group, the height of the second bank protection pile group is lower than that of the water surface, and the first bank protection pile group and the second bank protection pile group are formed by arranging a plurality of bank protection piles in parallel.
4. The ecological revetment three-dimensional greening space structure of claim 1, wherein the soil layers are distributed in a step shape, the cement baffle is arranged at the front end of the soil layer on each step, and the surface of the soil layer on each step is covered with an anti-corrosion steel wire mesh layer.
5. The ecological revetment three-dimensional greening space structure of claim 4, wherein the cement baffle is arc-shaped, and the bottom portion of the cement baffle is inserted into the permeation absorption filter layer.
6. The ecological bank protection three-dimensional greening space structure of claim 1, wherein the first vegetation layer is quassia or casuarina equisetifolia.
7. The ecological bank protection three-dimensional greening space structure of claim 1, wherein the second vegetation layer is saddle vine or avicennia marina.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921031238.5U CN210194549U (en) | 2019-07-04 | 2019-07-04 | Three-dimensional greening space structure of disaster-prevention marine ecological bank protection |
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| CN201921031238.5U CN210194549U (en) | 2019-07-04 | 2019-07-04 | Three-dimensional greening space structure of disaster-prevention marine ecological bank protection |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111424606A (en) * | 2020-04-01 | 2020-07-17 | 辰源海洋科技(广东)有限公司 | Ecological seawall structure for ocean ecological restoration |
| CN112700358A (en) * | 2020-12-25 | 2021-04-23 | 浙江弄潮儿智慧科技有限公司 | Intelligent monitoring system for ocean space resources monitored by ocean ecological piles |
| CN115104488A (en) * | 2022-07-19 | 2022-09-27 | 东珠生态环保股份有限公司 | Urban roof greening system |
-
2019
- 2019-07-04 CN CN201921031238.5U patent/CN210194549U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111424606A (en) * | 2020-04-01 | 2020-07-17 | 辰源海洋科技(广东)有限公司 | Ecological seawall structure for ocean ecological restoration |
| CN111424606B (en) * | 2020-04-01 | 2021-12-07 | 辰源海洋科技(广东)有限公司 | Ecological seawall structure for ocean ecological restoration |
| CN112700358A (en) * | 2020-12-25 | 2021-04-23 | 浙江弄潮儿智慧科技有限公司 | Intelligent monitoring system for ocean space resources monitored by ocean ecological piles |
| CN112700358B (en) * | 2020-12-25 | 2023-11-28 | 浙江弄潮儿智慧科技有限公司 | Marine space resource intelligent supervision system for monitoring marine ecological piles |
| CN115104488A (en) * | 2022-07-19 | 2022-09-27 | 东珠生态环保股份有限公司 | Urban roof greening system |
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