CN209260649U - A kind of porous ecological revetment of vertical type L-type - Google Patents
A kind of porous ecological revetment of vertical type L-type Download PDFInfo
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- CN209260649U CN209260649U CN201821699718.4U CN201821699718U CN209260649U CN 209260649 U CN209260649 U CN 209260649U CN 201821699718 U CN201821699718 U CN 201821699718U CN 209260649 U CN209260649 U CN 209260649U
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- reinforced concrete
- bottom plate
- backfill
- concrete barricade
- barricade
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Abstract
A kind of porous ecological revetment of vertical type L-type, it include: reinforced concrete barricade, backfill layer, bottom plate, foundation pile and backfill, reinforced concrete barricade bottom end is equipped with bottom plate, and backfill layer is set between reinforced concrete barricade and bottom plate, foundation pile is connect with bottom plate bottom end, and backfill is set to reinforced concrete barricade front end.Wherein, reinforced concrete barricade includes: wall, pours facade and ecological hole.The utility model is using ecology hole and the combination for backfilling layer, it can effectively ensure that the mass exchange in front of barricade between water body and rear soil balances, the channel of disengaging habitat is provided for small-sized biological, the connection between river ecosystem and land-based area system is fully ensured that, plays ecological effect.
Description
Technical field
The utility model relates to a kind of bank protection structures, and in particular to a kind of porous ecological revetment of vertical type L-type.
Background technique
The case where vertical type shore protection is restricted applied to channel span, structure mainly use reinforced concrete, cemented rock
Equal hard materials.Traditional cemented rock and reinforced concrete shore protection plays an important role in terms of preventing bank slope, but meeting
Cause water ecological environment and the organic connections of land-based area ecological environment to be affected, makes the biological species dependent on streamside transitional region
The environment of existence is lost, the sound development of river channel ecology environment and its ecosystem is by unfavorable factor caused by status shore protection
It restricts and influences.
Therefore, a series of improvement have been carried out to solve the above-mentioned problems.
Utility model content
The purpose of the utility model is to provide a kind of porous ecological revetments of vertical type L-type, to overcome the prior art to be deposited
Disadvantages mentioned above and deficiency.
A kind of porous ecological revetment of vertical type L-type characterized by comprising reinforced concrete barricade, backfill layer, bottom plate, basis
Stake and backfill, reinforced concrete barricade bottom end are equipped with bottom plate, and the backfill layer is set between reinforced concrete barricade and bottom plate, described
Foundation pile is connect with bottom plate bottom end, and the backfill is set to reinforced concrete barricade front end;
Wherein, the reinforced concrete barricade includes: wall, pours facade and ecological hole, and the facade that pours is on wall
Side, the ecology hole are set in wall, and the ecology hole is connected to backfill layer.
Further, the backfill layer includes: gabion and loaded filter, and the gabion is set between wall and bottom plate, described anti-
Filtering layer is covered on gabion.
The utility model has the beneficial effects that
The utility model can effectively ensure that water body and rear soil in front of barricade using the combination in ecological hole and backfill layer
Between mass exchange balance, for small-sized biological provide pass in and out habitat channel, fully ensure that river ecosystem and land-based area
Connection between system, plays ecological effect.
Detailed description of the invention
Fig. 1 is the overall structure figure of the utility model.
Appended drawing reference:
Reinforced concrete barricade 100, wall 110 pour facade 120 and ecological hole 130.
Backfill layer 200, gabion 210 and loaded filter 220.
Bottom plate 300, foundation pile 400 and backfill 500.
Specific embodiment
Below in conjunction with specific embodiment, progress explanation is made to the utility model.It should be understood that following embodiment is merely to illustrate
The utility model is not for restriction the scope of the utility model.
Embodiment 1
Fig. 1 is the overall structure figure of the utility model.
A kind of porous ecological revetment of vertical type L-type includes: reinforced concrete barricade 100, backfill layer 200, bottom plate 300, foundation pile
400 and backfill 500,100 bottom end of reinforced concrete barricade is equipped with bottom plate 300, and backfill layer 200 is set to reinforced concrete barricade 100 and bottom plate
Between 300, foundation pile 400 is connect with 300 bottom end of bottom plate, and backfill 500 is set to 100 front end of reinforced concrete barricade.
Wherein, reinforced concrete barricade 100 includes: wall 110, pours facade 120 and ecological hole 130, pours facade 120 and is set to
110 top of wall, ecological hole 130 are set in wall 110, and ecological hole 130 is connected to backfill layer 200.
Backfill layer 200 includes: gabion 210 and loaded filter 220, and gabion 210 is set between wall 110 and bottom plate 300, anti-filter
Layer 220 is covered on gabion 210.
The innovative point of the utility model is, ecological hole 130, ecological 130 diameter of hole are arranged in wall 110
It is vertically arranged along wall, spacing 1000mm.Increasing ecological hole 130 can effectively ensure that in front of barricade between water body and rear soil
Mass exchange balance, for small-sized biological provide pass in and out habitat channel, fully ensure that river ecosystem and land-based area system
Between connection, play ecological effect.Ecological 130 rear of hole setting gabion 210 forms multi-pore structure, can mention for small-sized biological
For habitat.The loaded filter 220 of the outer overburden soil work cloth material of gabion 210 can prevent the rear soil body from flowing into jackstone gap and causing
Pore plugging.
Water body realizes water by ecological hole 130 and this channel of gabion 210 in the different change procedure of water level before barricade
It is recycled after the wall front wall of body, the front and back of nutriment is driven to exchange, provide better growing environment for biology.On the other hand, raw
The combination of state hole 130 and gabion 210 constitutes efficient anti-filter structure again, can effectively reduce water pressure after wall, optimizes structure section.
The utility model similarly improves reinforced concrete barricade 100 on the basis of traditional technology, and wall 110 is vertical
Face pours to be formed using print natural texture template pours 120 structure of facade, keeps reinforced concrete barricade 100 stronger, increasing makes
Use the service life.
Specific embodiment of the present utility model is illustrated above, but the utility model is not limited thereto, only
The objective of the utility model is not departed from, the utility model there can also be various change.
Claims (2)
1. a kind of porous ecological revetment of vertical type L-type characterized by comprising reinforced concrete barricade (100), backfill layer (200),
Bottom plate (300), foundation pile (400) and backfill (500), reinforced concrete barricade (100) bottom end is equipped with bottom plate (300), described
It backfills layer (200) to be set between reinforced concrete barricade (100) and bottom plate (300), the foundation pile (400) and bottom plate (300) bottom end
Connection, the backfill (500) are set to reinforced concrete barricade (100) front end;
Wherein, the reinforced concrete barricade (100) includes: wall (110), pours facade (120) and ecological hole (130), described to pour
Facade (120) are built above wall (110), the ecology hole (130) is set in wall (110), the ecology hole (130) with
Backfill layer (200) connection.
2. a kind of porous ecological revetment of vertical type L-type according to claim 1, it is characterised in that: the backfill layer (200)
It include: gabion (210) and loaded filter (220), the gabion (210) is set between wall (110) and bottom plate (300), described anti-
Filtering layer (220) is covered on gabion (210).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201821699718.4U CN209260649U (en) | 2018-10-19 | 2018-10-19 | A kind of porous ecological revetment of vertical type L-type |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201821699718.4U CN209260649U (en) | 2018-10-19 | 2018-10-19 | A kind of porous ecological revetment of vertical type L-type |
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CN209260649U true CN209260649U (en) | 2019-08-16 |
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CN201821699718.4U Active CN209260649U (en) | 2018-10-19 | 2018-10-19 | A kind of porous ecological revetment of vertical type L-type |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111663565A (en) * | 2020-07-08 | 2020-09-15 | 无锡市水利设计研究院有限公司 | Combined ecological retaining wall and manufacturing method thereof |
CN111794220A (en) * | 2020-07-10 | 2020-10-20 | 江阴市白屈港水利枢纽工程管理处 | PHC tubular pile cladding reinforcing section structure |
-
2018
- 2018-10-19 CN CN201821699718.4U patent/CN209260649U/en active Active
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111663565A (en) * | 2020-07-08 | 2020-09-15 | 无锡市水利设计研究院有限公司 | Combined ecological retaining wall and manufacturing method thereof |
CN111794220A (en) * | 2020-07-10 | 2020-10-20 | 江阴市白屈港水利枢纽工程管理处 | PHC tubular pile cladding reinforcing section structure |
CN111794220B (en) * | 2020-07-10 | 2022-04-05 | 江阴市白屈港水利枢纽工程管理处 | PHC tubular pile cladding reinforcing section structure |
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