CN208933906U - It is a kind of to be able to satisfy the current ecological bank protection structure of amphibian animal - Google Patents
It is a kind of to be able to satisfy the current ecological bank protection structure of amphibian animal Download PDFInfo
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- CN208933906U CN208933906U CN201821367200.0U CN201821367200U CN208933906U CN 208933906 U CN208933906 U CN 208933906U CN 201821367200 U CN201821367200 U CN 201821367200U CN 208933906 U CN208933906 U CN 208933906U
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Abstract
The utility model discloses a kind of ecological bank protection structure for being able to satisfy amphibian animal and passing through, it include: one group of shore protection stake being arranged upwards along Channel slope degree direction from river ordinary water level, the shore protection stake is from bottom to top stepped up to form a terraced aisle, and the stake spacing of each shore protection stake and stake top height are determined according to amphibian animal jump length and height；Each group of shore protection stake is made of in sustained height several solid matter shore protection stakes；And each group of shore protection stake is arranged along river direction according to the length in river and animal density interval.The current ecological bank protection structure of amphibian animal that is able to satisfy of the application provides amphibian animal life channel, solves the problems, such as that shore protection barrier land and water biology in existing waterway crosses, guarantees aquatic ecosystem bio-diversity.
Description
Technical field
The utility model relates to hydraulic engineering fields, are a kind of lifes for being able to satisfy amphibian animal and passing through more specifically
State bank protection structure.
Background technique
In traditional river training works, channel revetment is broadly divided into the compound of vertical type, ramp type and upright+slope
3 kinds of barrier wall structures of formula.Wherein vertical type barricade mostly uses the cemented rock barricade of hard, Reinforced Concrete Retaining Walls structure, slope
Formula barricade mostly uses the ramp structure of 1:2~1:3.
Although this kind of bank protection structure is able to satisfy river flow section requirement, realize the safe and stable and function of channel revetment
The expression of energy, but bank protection structure these hard and that the gradient is steeper, hinder the passage of amphibian animal, affect two
The procreation of class of dwelling animal is unfavorable for the development of river bio-diversity so that river aquatic ecosystem is destroyed.
Utility model content
Since the prior art is there is above-mentioned technical problem, the application proposes a kind of life for being able to satisfy amphibian animal and passing through
State bank protection structure.Its object is to solve bank protection structure hard in the prior art and that the gradient is steeper to hinder amphibian animal
The problem of passage and procreation of animal.
In order to achieve the above objectives, the application uses following technological means:
It is a kind of to be able to satisfy the current ecological bank protection structure of amphibian animal, comprising: from river ordinary water level upwards along river
One group of shore protection stake of side gradient direction setting, the shore protection stake are from bottom to top stepped up to form a terraced aisle, and every
The stake spacing and stake top height of one shore protection stake are determined according to amphibian animal jump length and height；Each group of shore protection stake is same
It is made of when height several solid matter shore protection stakes；And each group of shore protection stake is close according to the length in river and animal along river direction
The setting of degree interval.
It is preferred that the shore protection stake is timber or hollow steel pipe or hollow bluestone board.
It is preferred that the length of every group of shore protection stake is 1 meter.
Due to using above-mentioned technological means, the current ecological bank protection structure of amphibian animal that is able to satisfy of the application provides two
Class of dwelling animal life channel solves the problems, such as that shore protection barrier land and water biology in existing waterway crosses, guarantees aquatic ecosystem two packing spaces
Property.
Detailed description of the invention
Fig. 1 is the structure section schematic diagram of the utility model.
Fig. 2 is the floor plan of the utility model.
Specific embodiment
Below with reference to the embodiments and with reference to the accompanying drawing the technical solutions of the present invention will be further described.
Referring to figure 1 and figure 2, Fig. 1 is the structure section schematic diagram of the utility model.Fig. 2 is the flat of the utility model
Face layout drawing.
The application's is able to satisfy the current ecological bank protection structure of amphibian animal, comprising: from river ordinary water level upwards along
One group of shore protection stake 1 of Channel slope degree direction setting, the shore protection stake are from bottom to top stepped up to form a terraced aisle,
As shown in Figure 1.The stake spacing and stake top height of each shore protection stake 1 are determined according to amphibian animal jump length and height, that is, are protected
The stake spacing of bank stake 1 is less than the jump length of amphibian animal, and the stake top height of shore protection stake 1 will be lower than the jump of amphibian animal
Jump height so can satisfy various amphibian animals and pass through, also guarantees other animal hydrophilies.The stake spacing of shore protection stake 1 and
Stake top height needs to carry out the setting of adaptation to local conditions according to the type of local amphibian animal, it is not limited to a certain fixation
Numerical value.
Each group of shore protection stake 1 is made of in sustained height several solid matter shore protection stakes, as shown in Figure 2.And each group of shore protection
Stake 1 along river solid matter without laying.Shore protection stake 1 can be according to the length and animal density in river along river direction interval
Setting.The length of every group of shore protection stake 1 is 1 meter or so, and it is amphibious both to have ensure that the stability of channel revetment in turn ensured
Class animal traffic and other animal hydrophilies.
For the ease of production and the buying of material, the shore protection stake is timber or hollow steel pipe or hollow bluestone board.
The bank protection structure safety and stability of the application, structure ecological is novel, and material therefor is common material, facilitates buying.
Step shore protection facilitates amphibian animal land and water two sides current, is conducive to two packing spaces sexual development, meets river channel ecology and administers reason
It reads.
Embodiments described above is merely to illustrate the utility model rather than limitation the scope of the utility model.This
The equivalent changes and modifications that field technical staff does the utility model all should belong to the utility model the attached claims
The covering scope of book.
Claims (3)
1. a kind of be able to satisfy the current ecological bank protection structure of amphibian animal characterized by comprising
One group of shore protection stake being arranged upwards along Channel slope degree direction from river ordinary water level, the shore protection stake is from bottom to top gradually
Increase to form a terraced aisle, and the stake spacing of each shore protection stake and stake top height according to amphibian animal jump length and
Height determines；
Each group of shore protection stake is made of in sustained height several solid matter shore protection stakes；And each group of shore protection stake is along river direction root
It is arranged according to the length in river and animal density interval.
2. according to claim 1 be able to satisfy the current ecological bank protection structure of amphibian animal, which is characterized in that the shield
Bank stake is timber or hollow steel pipe or hollow bluestone board.
3. according to claim 1 be able to satisfy the current ecological bank protection structure of amphibian animal, which is characterized in that described every
The length of group shore protection stake is 1 meter.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821367200.0U CN208933906U (en) | 2018-08-23 | 2018-08-23 | It is a kind of to be able to satisfy the current ecological bank protection structure of amphibian animal |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821367200.0U CN208933906U (en) | 2018-08-23 | 2018-08-23 | It is a kind of to be able to satisfy the current ecological bank protection structure of amphibian animal |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208933906U true CN208933906U (en) | 2019-06-04 |
Family
ID=66718563
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821367200.0U Active CN208933906U (en) | 2018-08-23 | 2018-08-23 | It is a kind of to be able to satisfy the current ecological bank protection structure of amphibian animal |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208933906U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112626951A (en) * | 2020-12-19 | 2021-04-09 | 上海凯汇建筑设计有限公司 | Structure for preventing car ramp from excessively settling in soft soil foundation and construction method thereof |
-
2018
- 2018-08-23 CN CN201821367200.0U patent/CN208933906U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112626951A (en) * | 2020-12-19 | 2021-04-09 | 上海凯汇建筑设计有限公司 | Structure for preventing car ramp from excessively settling in soft soil foundation and construction method thereof |
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