CN211080123U - Ecological bank slope protection device in river lake - Google Patents
Ecological bank slope protection device in river lake Download PDFInfo
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- CN211080123U CN211080123U CN201922088207.XU CN201922088207U CN211080123U CN 211080123 U CN211080123 U CN 211080123U CN 201922088207 U CN201922088207 U CN 201922088207U CN 211080123 U CN211080123 U CN 211080123U
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- bank slope
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Abstract
The utility model discloses an ecological bank slope protection device in river lake, including first cement mound and second cement mound, the second cement mound is located the right side of first cement mound, crack department between first cement mound and the second cement mound is provided with the cobble layer of goose, the top on cobble layer of goose is provided with the gravel layer. Through the setting of plant mount, carry out the reinforcing action to the plant cultivation soil layer, avoid the plant cultivation soil layer directly to receive the rainwash, water flow transport to the inner chamber of hydrophobic tank through the guiding gutter of horizontal setting, through the bottom of action of gravity rainwater to hydrophobic tank, then carry to river or bank protection in through the rainwater aqueduct of second cement mound inner chamber, thereby the effect of water conservancy diversion rainwater has been reached, the rainwater can not gather inside this ecological bank slope, can not respond to the situation that excessive rainwater leads to soil loss, the situation that plant survived the life-span weak on this ecological bank slope has been avoided, the service life of this ecological bank slope has been improved greatly.
Description
Technical Field
The utility model relates to an ecological bank slope technical field specifically is an ecological bank slope protection device in river lake.
Background
The ecological bank slope is revetment, which is an engineering measure of artificial reinforcement on the original coast bank slope and is used for defending against the invasion of waves and water currents and the action of washing and underground water, so as to maintain the stability of a bank line. The revetment structure and the revetment range of the slope revetment are the same as those of a slope dike, and the slope top is the land surface. When the ground elevation can not meet the wave-proof requirement, a wave-proof wall is additionally arranged on the top of the slope. The steep wall type protecting surface is usually a gravity wall built by block stones, a reinforced concrete counterfort structure, a sheet pile quay wall and the like. The outside is acted by waves and water flow, and the inside is also acted by soil pressure and underground water pressure. The wall is provided with a drain hole. The slope toe reinforcement of the revetment is the same as that of the seawall. Coastal town revetments are mostly in steep wall type or straight wall type structures. The shore protection project needs to ensure the stability of a shore line, comprehensively considers the needs of urban traffic, environmental greening, flood prevention and rescue, travel rehabilitation and the like, and considers the special line which has the requirement of ship mooring and is planned according to the structure form of a wharf.
The existing ecological bank slope is easy to cause soil loss on the ecological bank slope due to rain wash in the using process, and can cause plant death after a long time, so that the protection effect of the ecological bank slope is reduced, the service life of the ecological bank slope is greatly shortened, and therefore, the river and lake ecological bank slope protection device is provided.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide an ecological bank slope protection device in river lake to solve the problem that proposes in the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides an ecological bank slope protection device in river lake, includes first cement mound and second cement mound, the second cement mound is located the right side of first cement mound, crack department between first cement mound and the second cement mound is provided with the cobblestone layer, the top on cobblestone layer is provided with the gravel layer, the top on gravel layer is provided with fine sand layer, the inner chamber of fine sand layer runs through there is the cement stock, the fixed enclosure of top fixedly connected with soil of fine sand layer, the plant culture groove has been seted up to the inner chamber of the fixed enclosure of soil, the bottom of plant culture groove inner chamber is provided with the plant and cultivates the soil layer, the top fixedly connected with plant mount of plant culture groove inner chamber, the crack department between the fixed enclosure of soil and the cement stock is provided with the guiding gutter, the infiltration hole has been seted up on the right side of the fixed enclosure of soil.
As further preferable in the present technical solution: the plant mount includes the horizontal pole, the equal fixedly connected with montant in top and the bottom of horizontal pole, the quantity of montant is six, and adjacent two be provided with the cultivation mouth between the montant, the quantity of cultivation mouth is eight.
As further preferable in the present technical solution: the number of the plant cultivation soil layers is not less than five, and a hydrophobic groove is formed between every two adjacent plant cultivation soil layers.
As further preferable in the present technical solution: the drain tank is communicated with the water chute, and the drain tank and the water chute are vertically arranged.
As further preferable in the present technical solution: the height of the soil fixing enclosure is greater than the sum of the thicknesses of the plant fixing frame and the plant culture soil layer.
As further preferable in the present technical solution: the right side of the cement anchor rod is fixedly connected with the soil fixing enclosure.
As further preferable in the present technical solution: and a rainwater water guide pipe penetrates through the inner cavity of the second cement pier, and the left end of the rainwater water guide pipe is communicated with the water guide groove.
As further preferable in the present technical solution: the water chute is communicated with the water seepage hole.
Compared with the prior art, the beneficial effects of the utility model are that: through the setting of plant mount, carry out the reinforcing action to the plant cultivation soil layer, avoid the plant cultivation soil layer directly to receive the rainwash, when the inside ponding of plant cultivation soil layer, can ooze unnecessary rainwater through the infiltration hole, carry rivers to the inner chamber of hydrophobic tank through the guiding gutter of horizontal setting, through the bottom of gravity action rainwater flow to hydrophobic tank, then carry to river or bank protection in through the rainwater aqueduct of second cement mound inner chamber, thereby the effect of water conservancy diversion rainwater has been reached, the rainwater can not gather inside this ecological bank slope, can not respond to the situation that excessive rainwater leads to soil loss, the situation that the plant life of survival is short on this ecological bank slope has been avoided, the service life of this ecological bank slope has been improved greatly.
Drawings
Fig. 1 is a schematic structural view of the present invention;
FIG. 2 is an enlarged view of a portion of A in FIG. 1;
FIG. 3 is a right-side view of the structure of the present invention;
fig. 4 is a schematic structural view of the plant fixing frame of the present invention.
In the figure: 1. a first cement pier; 2. a plant fixing frame; 3. cement anchor rods; 4. a plant cultivation soil layer; 5. a fine sand layer; 6. a rainwater conduit; 7. a second cement pier; 8. a cobble layer; 9. a gravel layer; 10. a soil fixation enclosure; 11. a water seepage hole; 12. a plant culture tank; 13. a drainage tank; 14. a water chute; 201. a cross bar; 202. a vertical rod; 203. and (5) cultivating the plant.
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.
Examples
Referring to fig. 1-4, the present invention provides a technical solution: the utility model provides an ecological bank slope protection device in river lake, including first cement mound 1 and second cement mound 7, second cement mound 7 is located the right side of first cement mound 1, crack department between first cement mound 1 and the second cement mound 7 is provided with cobble layer 8, the top of cobble layer 8 is provided with gravel layer 9, gravel layer 9's top is provided with fine sand layer 5, the inner chamber of fine sand layer 5 runs through there is cement stock 3, the fixed enclosure 10 of top fixedly connected with soil of fine sand layer 5, plant culture tank 12 has been seted up to the inner chamber of the fixed enclosure 10 of soil, the bottom of plant culture tank 12 inner chamber is provided with plant culture soil layer 4, the top fixedly connected with plant mount 2 of plant culture tank 12 inner chamber, the crack department between fixed enclosure 10 of soil and the cement stock 3 is provided with guiding gutter 14, infiltration hole 11 has been seted up on the right side of the fixed enclosure 10 of soil.
In this embodiment, specifically: plant mount 2 includes horizontal pole 201, and the top of horizontal pole 201 and the equal fixedly connected with montant 202 in bottom, the quantity of montant 202 are six, are provided with cultivation mouth 203 between two adjacent montants 202, and the quantity of cultivation mouth 203 is eight, through the setting of plant mount 2, carries out the reinforcement effect to plant cultivation soil layer 4, avoids plant cultivation soil layer 4 directly to receive the rainwash.
In this embodiment, specifically: five is no less than to the quantity of plant cultivation soil layer 4, is provided with hydrophobic groove 13 between two adjacent plant cultivation soil layers 4, through hydrophobic groove 13's setting, can follow the rainwater that guiding gutter 14 flowed over to discharge the rainwater with rainwater water conservancy diversion to hydrophobic groove 13 bottom.
In this embodiment, specifically: the drainage grooves 13 are communicated with the water guide grooves 14, the drainage grooves 13 are perpendicular to the water guide grooves 14, and the drainage grooves 13 and the water guide grooves 14 can form a passage through the arrangement, so that rainwater flows more smoothly.
In this embodiment, specifically: the height that encloses cover 10 is fixed to soil is greater than the thickness sum of plant mount 2 and plant cultivation soil layer 4, through above setting, can avoid the plant cultivation soil layer 4 in the plant culture groove 12 to enclose the condition that the cover 10 top flowed from soil is fixed.
In this embodiment, specifically: the right side of cement stock 3 encloses cover 10 fixed connection with soil is fixed, through above setting, can improve the fixed stability of enclosing cover 10 of soil.
In this embodiment, specifically: the rainwater water guide pipe 6 penetrates through the inner cavity of the second cement pier 7, the left end of the rainwater water guide pipe 6 is communicated with the water guide groove 14, and through the arrangement, rainwater can be discharged out of the ecological bank slope to protect the ecological bank slope.
In this embodiment, specifically: the water chute 14 is communicated with the water seepage holes 11.
Theory of operation or structural principle, in use, setting through plant mount 2, carry out the reinforcing action to plant cultivation soil layer 4, avoid plant cultivation soil layer 4 directly to receive the rainwash, when the inside ponding of plant cultivation soil layer 4, can ooze unnecessary rainwater through infiltration hole 11, water conservancy diversion 14 through horizontal setting carries rivers to the inner chamber of hydrophobic trough 13, through the bottom of action of gravity rainwater to hydrophobic trough 13, then carry to river or bank protection in through rainwater aqueduct 6 of second cement mound 7 inner chamber, thereby the effect of water conservancy diversion rainwater has been reached, the rainwater can not gather inside this ecological bank slope, can not respond to the situation that excessive rainwater leads to soil loss, the situation that the plant survived the life-span is short on this ecological bank slope has been avoided, the service life of this ecological slope has been improved greatly.
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 (8)
1. The utility model provides an ecological bank slope protection device in river lake, includes first cement mound (1) and second cement mound (7), its characterized in that: the second cement pier (7) is positioned on the right side of the first cement pier (1), a cobble layer (8) is arranged at a crack between the first cement pier (1) and the second cement pier (7), a gravel layer (9) is arranged at the top of the cobble layer (8), a fine sand layer (5) is arranged at the top of the gravel layer (9), a cement anchor rod (3) penetrates through the inner cavity of the fine sand layer (5), a soil fixing enclosure (10) is fixedly connected to the top of the fine sand layer (5), a plant cultivation groove (12) is formed in the inner cavity of the soil fixing enclosure (10), a plant cultivation soil layer (4) is arranged at the bottom of the inner cavity of the plant cultivation groove (12), a plant fixing frame (2) is fixedly connected to the top of the inner cavity of the plant cultivation groove (12), a water guide groove (14) is arranged at the crack between the soil fixing enclosure (10) and the cement anchor rod (3), and the right side of the soil fixing enclosure (10) is provided with a water seepage hole (11).
2. The river and lake ecological bank slope protection device according to claim 1, characterized in that: plant mount (2) include horizontal pole (201), the equal fixedly connected with montant (202) in top and the bottom of horizontal pole (201), the quantity of montant (202) is six, adjacent two be provided with cultivation mouth (203) between montant (202), the quantity of cultivation mouth (203) is eight.
3. The river and lake ecological bank slope protection device according to claim 1, characterized in that: the number of the plant cultivation soil layers (4) is not less than five, and a hydrophobic groove (13) is arranged between every two adjacent plant cultivation soil layers (4).
4. The river and lake ecological bank slope protection device according to claim 3, characterized in that: the water drainage groove (13) is communicated with the water guide groove (14), and the water drainage groove (13) and the water guide groove (14) are vertically arranged.
5. The river and lake ecological bank slope protection device according to claim 1, characterized in that: the height of the soil fixing enclosure (10) is greater than the sum of the thicknesses of the plant fixing frame (2) and the plant cultivation soil layer (4).
6. The river and lake ecological bank slope protection device according to claim 1, characterized in that: the right side of the cement anchor rod (3) is fixedly connected with the soil fixing enclosure (10).
7. The river and lake ecological bank slope protection device according to claim 1, characterized in that: the inner cavity of the second cement pier (7) is penetrated with a rainwater guide pipe (6), and the left end of the rainwater guide pipe (6) is communicated with a water chute (14).
8. The river and lake ecological bank slope protection device according to claim 1, characterized in that: the water chute (14) is communicated with the water seepage holes (11).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922088207.XU CN211080123U (en) | 2019-11-28 | 2019-11-28 | Ecological bank slope protection device in river lake |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922088207.XU CN211080123U (en) | 2019-11-28 | 2019-11-28 | Ecological bank slope protection device in river lake |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211080123U true CN211080123U (en) | 2020-07-24 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922088207.XU Expired - Fee Related CN211080123U (en) | 2019-11-28 | 2019-11-28 | Ecological bank slope protection device in river lake |
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| Country | Link |
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| CN (1) | CN211080123U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112663564A (en) * | 2020-12-14 | 2021-04-16 | 邢台襄禹水利勘测设计有限公司 | Ecological slope protection structure and construction method |
-
2019
- 2019-11-28 CN CN201922088207.XU patent/CN211080123U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112663564A (en) * | 2020-12-14 | 2021-04-16 | 邢台襄禹水利勘测设计有限公司 | Ecological slope protection structure and construction method |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200724 Termination date: 20211128 |
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| CF01 | Termination of patent right due to non-payment of annual fee |