CN208733561U - A kind of combined type river channel ecology bank protection structure - Google Patents
A kind of combined type river channel ecology bank protection structure Download PDFInfo
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- CN208733561U CN208733561U CN201821480371.4U CN201821480371U CN208733561U CN 208733561 U CN208733561 U CN 208733561U CN 201821480371 U CN201821480371 U CN 201821480371U CN 208733561 U CN208733561 U CN 208733561U
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Abstract
The utility model provides a kind of combined type river channel ecology bank protection structure, belong to ecological revetment field, including level-one shore protection, shore protection platform, second level shore protection and shore protection plate, shore protection platform is between level-one shore protection and second level shore protection, side of the second level shore protection far from shore protection platform is connect with natural bank, and shore protection plate is installed on the junction of level-one shore protection Yu shore protection platform.Combined type river channel ecology bank protection structure provided by the utility model is provided with shore protection plate in the junction of level-one shore protection and shore protection platform, can increase the flood control height of level-one shore protection using shore protection plate, to enhance its flood control capacity.
Description
Technical field
The utility model relates to ecological revetment fields, in particular to a kind of combined type river channel ecology bank protection structure.
Background technique
Ecological revetment refers to can be except preventing riverbank from collapsing, and being also equipped with interpenetrates river water with soil, enhances river
Self-purification capacity has the river course slope protection form of certain natural landscape effect.Ecological revetment refers to utilizing plant or plant and soil
Wood engineering combines, a kind of river course slope protection form protected river slope surface.Ecological revetment collection flood control effect, Ecological Effect
Answer, landscape effect and the effect of self-purification are in one, are not only a much progress of bank-protection works construction, will also become bank-protection works from now on
The mainstream of construction.Ecological revetment refers to can be except preventing riverbank from collapsing, and being also equipped with interpenetrates river water with soil, enhances river
Road self-purification capacity has the river course slope protection form of certain natural landscape effect.
Utility model content
The purpose of this utility model is to provide a kind of combined type river channel ecology bank protection structures, to improve existing ecology shield
The problem of bank flood control capacity deficiency.
The utility model is realized in this way:
Based on the first above-mentioned purpose, the utility model provides a kind of combined type river channel ecology bank protection structure, including one
Grade shore protection, shore protection platform, second level shore protection and shore protection plate, the shore protection platform be located at the level-one shore protection and the second level shore protection it
Between, side of the second level shore protection far from the shore protection platform is connect with natural bank, and the shore protection plate is installed on the level-one shield
The junction of bank and the shore protection platform.
Combined type river channel ecology bank protection structure provided by the utility model is set in the junction of level-one shore protection and shore protection platform
It is equipped with shore protection plate, the flood control height of level-one shore protection can be increased using shore protection plate, thus enhance its flood control capacity, second level flexibility shield
Bank uses flexible ecological structure, forms water plant-water loving plant-terrestrial plant and aquatic animal-amphibian-land
The ecosystem of lively object, realizes that shore protection is ecological and landscape.
In an embodiment of the present embodiment: being provided with draining between the shore protection platform and the second level shore protection
Slot, the rhone extend along the length direction of the second level shore protection.
When experience flood exceeds shore protection plate by water level line, rhone can arrange the water entered on shore protection platform in time
It walks.
In an embodiment of the present embodiment: the shore protection platform inclination setting, the shore protection platform is close to described
The side of level-one shore protection is higher than the shore protection platform close to the side of the second level shore protection.
The shore protection platform being obliquely installed can prevent the ponding on shore protection platform, and some plants can be planted on shore protection platform
Quilt increases some ornamental values while increasing permeability and self-purification capacity.
In an embodiment of the present embodiment: the bottom of the second level shore protection is higher than the top of the level-one shore protection.
Rhone can form better protection to second level shore protection in this way, avoid the vegetation on second level shore protection by more strong
Strong washes away, to form protection to the vegetation on second level shore protection, enhances its survival ability and water purification ability.
In an embodiment of the present embodiment: the shore protection plate include the first plate and the second plate, first plate with
Second plate is obliquely installed, and the junction of first plate and second plate and the level-one shore protection are rotatablely connected, described
Shore protection plate is rotated along the extending direction of the level-one shore protection relative to the level-one shore protection.
When shore protection plate is rotated relative to level-one shore protection, different water levels can be obstructed, meanwhile, in shore protection plate phase
During for the rotation of level-one shore protection, can constantly there be water to enter on shore protection platform.
In an embodiment of the present embodiment: the angle of the shore protection plate is directed away from the direction of the level-one shore protection
Setting.
In an embodiment of the present embodiment: the width of first plate is greater than the width of second plate, described
Second plate is located at the shore protection plate close to the side of the shore protection platform.
In this way when water level is lower, shore protection plate under gravity, enables the first plate lean against on level-one shore protection, by the second plate
Water is stopped, when water level rises, the second plate is rotated by the impact of water towards the direction of shore protection platform, and is finally leaned against
On shore protection platform, water is stopped by the first plate at this time, it is of different size due to the first plate and the second plate, it can be to not
Water with water level is stopped, while being had water during the rotation of shore protection plate and being entered on shore protection platform on shore protection platform
Vegetation pour and permeate on shore protection platform.
In an embodiment of the present embodiment: the shore protection plate further includes clump weight, and the clump weight is hung on institute
State the one end of the second plate far from first plate.
The setting of clump weight can change the center of shore protection plate, and clump weight is arranged, enables the first plate far from one end of the second plate
It is flushed with the second plate far from one end of the first plate, and in shore protection plate when storage full water, the center of gravity of shore protection plate is directed towards shore protection platform
Offset, shore protection plate is preferably rotated when water level can be allowed to rise in this way；When shore protection plate is certain towards shore protection platform inclination
After angle, clump weight is fallen on shore protection platform, no longer forms pulling force to the second plate.
In an embodiment of the present embodiment: the angle of first plate and second plate is flat plus the shore protection
Angle between platform and the level-one shore protection is greater than 180 degree.
In this way when the second plate leans against on shore protection platform, and when water level decreasing, the center of shore protection plate can on the outside of level-one shore protection,
This just allows shore protection plate that can rotate under gravity towards the outside of shore protection plate, so that allowing the first plate to turn to leans against level-one shield
On the bank.
In an embodiment of the present embodiment: the level-one shore protection is stake formula wave prevention structure, and the stake formula is anti-
Unrestrained structure is any one of platoon timber structure, bored concrete pile campshed framework or bored concrete pile piling structure of manger board.
Compared with prior art, beneficial effect of the utility model is:
Combined type river channel ecology bank protection structure provided by the utility model is set in the junction of level-one shore protection and shore protection platform
It is equipped with shore protection plate, the flood control height of level-one shore protection can be increased using shore protection plate, thus enhance its flood control capacity, second level flexibility shield
Bank uses flexible ecological structure, forms water plant-water loving plant-terrestrial plant and aquatic animal-amphibian-land
The ecosystem of lively object, realizes that shore protection is ecological and landscape.
Detailed description of the invention
It, below will be right in order to illustrate more clearly of specific embodiment of the present invention or technical solution in the prior art
Required practical attached drawing is briefly described in specific embodiment or description of the prior art, it should be apparent that, it is described below
Attached drawing be that some embodiments of the utility model are not paying creative labor for those of ordinary skill in the art
Under the premise of dynamic, it is also possible to obtain other drawings based on these drawings.
Fig. 1 shows the combined type river channel ecology bank protection structure of the offer of the utility model embodiment 1 in first state
Schematic diagram；
Fig. 2 shows the combined type river channel ecology bank protection structure of the offer of the utility model embodiment 1 in the second state
Schematic diagram；
Fig. 3 shows the schematic diagram of the shore protection plate of the offer of the utility model embodiment 1；
Fig. 4 shows the level-one shore protection of the offer of the utility model embodiment 1 and the high-level schematic of second level shore protection；
Fig. 5 shows the combined type river channel ecology bank protection structure of the offer of the utility model embodiment 2 in first state
Schematic diagram；
Fig. 6 shows the schematic diagram when shore protection plate level of the offer of the utility model embodiment 2；
Fig. 7 shows the combined type river channel ecology bank protection structure of the offer of the utility model embodiment 2 in first state
Schematic diagram；
Fig. 8 shows the schematic diagram of the shore protection plate of the offer of the utility model embodiment 2.
In figure: 101- level-one shore protection；102- shore protection platform；103- second level shore protection；104- rhone；105- shore protection plate；
The first plate of 106-；The second plate of 107-；108- clump weight.
Specific embodiment
In order to improve the above problem, the utility model provides a kind of combined type river channel ecology bank protection structure, packet
Level-one shore protection, shore protection platform, second level shore protection and shore protection plate are included, the shore protection platform is located at the level-one shore protection and second level shield
Between bank, side of the second level shore protection far from the shore protection platform is connect with natural bank, and the shore protection plate is installed on described one
The junction of grade shore protection and the shore protection platform.
Combined type river channel ecology bank protection structure provided by the utility model is set in the junction of level-one shore protection and shore protection platform
It is equipped with shore protection plate, the flood control height of level-one shore protection can be increased using shore protection plate, thus enhance its flood control capacity, second level flexibility shield
Bank uses flexible ecological structure, forms water plant-water loving plant-terrestrial plant and aquatic animal-amphibian-land
The ecosystem of lively object, realizes that shore protection is ecological and landscape.
The utility model is further described in detail below through specific implementation examples and in conjunction with the accompanying drawings.
To keep the objectives, technical solutions, and advantages of the embodiments of the present invention clearer, above in conjunction with the utility model
Attached drawing in embodiment clearly and completely describes the technical scheme in the embodiment of the utility model, it is clear that retouched
The embodiment stated is the utility model a part of the embodiment, instead of all the embodiments.Usually here in attached drawing description and
The component of the utility model embodiment shown can be arranged and be designed with a variety of different configurations.
Therefore, the above detailed description to the embodiments of the present invention provided in the accompanying drawings is not intended to limit requirement
The scope of the utility model of protection, but it is merely representative of the selected embodiment of the utility model.Based in the utility model
Embodiment, every other embodiment obtained by those of ordinary skill in the art without making creative efforts, all
Belong to the range of the utility model protection.
It should also be noted that similar label and letter indicate similar terms in following attached drawing, therefore, once a certain Xiang Yi
It is defined in a attached drawing, does not then need that it is further defined and explained in subsequent attached drawing.
In the description of the present invention, it should be understood that indicating position or the term of positional relationship are based on attached drawing
Shown in orientation or positional relationship, be merely for convenience of describing the present invention and simplifying the description, rather than indication or suggestion institute
The equipment or element of finger must have a particular orientation, is constructed and operated in a specific orientation, therefore should not be understood as to this reality
With novel limitation.
In the present invention unless specifically defined or limited otherwise, term " installation ", " connected ", " connection ", " Gu
It is fixed " etc. terms shall be understood in a broad sense, for example, it may be being fixedly connected, or integral；It can be mechanical connection, be also possible to electricity
Connection；It can be directly connected, the connection inside two elements or two can also be can be indirectly connected through an intermediary
The interaction relationship of element.For the ordinary skill in the art, above-mentioned term can be understood as the case may be
Concrete meaning in the present invention.
In the present invention unless specifically defined or limited otherwise, fisrt feature is on or below second feature
It may include that the first and second features directly contact, also may include that the first and second features are not direct contacts but pass through it
Between other characterisation contact.Moreover, fisrt feature is on second feature, top and above include fisrt feature the
Right above two features and oblique upper, or first feature horizontal height is merely representative of higher than second feature.Fisrt feature is in the second spy
Under sign, lower section and fisrt feature included below be directly below and diagonally below the second feature, or be merely representative of fisrt feature level
Height is less than second feature.
It should be noted that in the absence of conflict, the feature in the embodiments of the present invention and embodiment can
To be combined with each other.
Embodiment 1
Referring to figs. 1 to Fig. 4, a kind of combined type river channel ecology bank protection structure, including level-one shore protection are present embodiments provided
101, shore protection platform 102, second level shore protection 103 and shore protection plate 105, shore protection platform 102 are located at level-one shore protection 101 and second level shore protection
Between 103, side of the second level shore protection 103 far from shore protection platform 102 is connect with natural bank, and shore protection plate 105 is installed on level-one shore protection
101 with the junction of shore protection platform 102.
Connection of the combined type river channel ecology bank protection structure provided in this embodiment in level-one shore protection 101 and shore protection platform 102
Place is provided with shore protection plate 105, can increase the flood control height of level-one shore protection 101 using shore protection plate 105, to enhance its flood control energy
Power, second level flexibility shore protection use flexible ecological structure, form water plant-water loving plant-terrestrial plant and move with aquatic
Object-amphibian-terrestrial animal ecosystem, realizes that shore protection is ecological and landscape.
In an embodiment of the present embodiment: being provided with rhone between shore protection platform 102 and second level shore protection 103
104, rhone 104 extends along the length direction of second level shore protection 103.
When experience flood exceeds shore protection plate 105 by water level line, rhone 104 can will enter on shore protection platform 102
Water is drained in time.
In an embodiment of the present embodiment: shore protection platform 102 is obliquely installed, and shore protection platform 102 is protected close to level-one
The side of bank 101 is higher than shore protection platform 102 close to the side of second level shore protection 103.
The shore protection platform 102 being obliquely installed can prevent the ponding on shore protection platform 102, can be on shore protection platform 102
Some vegetation are planted, increase some ornamental values while increasing permeability and self-purification capacity.
In an embodiment of the present embodiment: the bottom of second level shore protection 103 is higher than the top of level-one shore protection 101.
Rhone 104 can form better protection to second level shore protection 103 in this way, avoid the vegetation on second level shore protection 103
It is washed away by more strong, to form protection to the vegetation on second level shore protection 103, enhances its survival ability and water purification energy
Power.
In an embodiment of the present embodiment: shore protection plate 105 includes the first plate 106 and the second plate 107, the first plate
106 are obliquely installed with the second plate 107, and the junction of the first plate 106 and the second plate 107 and level-one shore protection 101 are rotatablely connected, shore protection
Plate 105 is rotated along the extending direction of level-one shore protection 101 relative to level-one shore protection 101.
When shore protection plate 105 is rotated relative to level-one shore protection 101, different water levels can be obstructed, meanwhile, it is protecting
During bank plate 105 is rotated relative to level-one shore protection 101, can constantly there be water to enter on shore protection platform 102.
In an embodiment of the present embodiment: the direction that the angle of shore protection plate 105 is directed away from level-one shore protection 101 is set
It sets.
In an embodiment of the present embodiment: the width of the first plate 106 is greater than the width of the second plate 107, the second plate
107 are located at shore protection plate 105 close to the side of shore protection platform 102.
In this way when water level is lower, shore protection plate 105 under gravity, enables the first plate 106 lean against level-one shore protection 101
On, water is stopped by the second plate 107, when water level rises, the second plate 107 by water impact towards shore protection platform 102
Direction rotation, and finally lean against on shore protection platform 102, water stopped by the first plate 106 at this time, due to the first plate 106
With the mistake of different size, therefore can stopping to the water of different water levels, while be rotated in shore protection plate 105 of the second plate 107
Had in journey water enter on shore protection platform 102 to vegetation on shore protection platform 102 carry out pour and seeped on shore protection platform 102
Thoroughly.
In an embodiment of the present embodiment: the angle of the first plate 106 and the second plate 107 adds shore protection platform 102
Angle between level-one shore protection 101 is greater than 180 degree.
In this way when the second plate 107 leans against on shore protection platform 102, and when water level decreasing, the center of shore protection plate 105 can be in level-one
The outside of shore protection 101, this just allows shore protection plate 105 that can rotate under gravity towards the outside of shore protection plate 105, to allow first
Plate 106, which turns to, to be leaned against on level-one shore protection 101.
In an embodiment of the present embodiment: level-one shore protection 101 be stake formula wave prevention structure, stake formula wave prevention structure
For any one of the bored concrete pile piling structure of platoon timber structure, bored concrete pile campshed framework or manger board.
Embodiment 2
Referring to Fig. 5 to Fig. 8, the present embodiment also provides a kind of combined type river channel ecology bank protection structure, the present embodiment be
Further improvement on the basis of the technical solution of embodiment 1, the technical solution that embodiment 1 describes are equally applicable to this implementation
Example, the published technical solution of embodiment 1 are not repeated to describe.
Specifically, the present embodiment the difference from embodiment 1 is that, combined type river channel ecology shore protection knot provided in this embodiment
The shore protection plate 105 of structure further includes clump weight 108, and clump weight 108 is hung on the one end of the second plate 107 far from the first plate 106.
The setting of clump weight 108 can change the center of shore protection plate 105, and clump weight 108 is arranged, enables the first plate 106 separate
One end of second plate 107 is flushed with the second plate 107 far from one end of the first plate 106, and in shore protection plate 105 when storage full water, shield
The center of gravity of bank plate 105 is directed towards the offset of shore protection platform 102, and shore protection plate 105 carries out preferably when water level can be allowed to rise in this way
Rotation.
After shore protection plate 105 is tilted a certain angle towards shore protection platform 102, clump weight 108 is fallen on shore protection platform 102,
Pulling force no longer is formed to the second plate 107.
When the water level descends, the second plate 107 is rotated towards the outside of level-one shore protection 101, when the first plate 106 is far from the second plate
107 one end is flushed with the second plate 107 far from one end of the first plate 106, although the center of shore protection plate 105 can be to shore protection platform
102 offsets, but shore protection plate 105 still will continue to turn to the first plate 106 under the action of inertia and be attached on level-one shore protection 101.
The above descriptions are merely preferred embodiments of the present invention, is not intended to limit the utility model, for this
For the technical staff in field, various modifications and changes may be made to the present invention.It is all in the spirit and principles of the utility model
Within, any modification, equivalent replacement, improvement and so on should be included within the scope of protection of this utility model.
Claims (10)
1. a kind of combined type river channel ecology bank protection structure, which is characterized in that including level-one shore protection, shore protection platform, second level shore protection and
Shore protection plate, the shore protection platform is between the level-one shore protection and the second level shore protection, and the second level shore protection is far from the shield
The side of bank platform is connect with natural bank, and the shore protection plate is installed on the junction of the level-one shore protection Yu the shore protection platform.
2. combined type river channel ecology bank protection structure according to claim 1, which is characterized in that the shore protection platform with it is described
Rhone is provided between second level shore protection, the rhone extends along the length direction of the second level shore protection.
3. combined type river channel ecology bank protection structure according to claim 1, which is characterized in that the shore protection platform inclination is set
It sets, the shore protection platform is higher than the shore protection platform close to the side of the second level shore protection close to the side of the level-one shore protection.
4. combined type river channel ecology bank protection structure according to claim 3, which is characterized in that the bottom of the second level shore protection
Higher than the top of the level-one shore protection.
5. combined type river channel ecology bank protection structure according to claim 3, which is characterized in that the shore protection plate includes first
Plate and the second plate, first plate are obliquely installed with second plate, the junction and institute of first plate and second plate
The rotation connection of level-one shore protection is stated, the shore protection plate is rotated along the extending direction of the level-one shore protection relative to the level-one shore protection.
6. combined type river channel ecology bank protection structure according to claim 5, which is characterized in that the angle court of the shore protection plate
It is arranged to the direction far from the level-one shore protection.
7. combined type river channel ecology bank protection structure according to claim 6, which is characterized in that the width of first plate is big
In the width of second plate, second plate is located at the shore protection plate close to the side of the shore protection platform.
8. combined type river channel ecology bank protection structure according to claim 7, which is characterized in that the shore protection plate further includes matching
Pouring weight, the clump weight are hung on the one end of second plate far from first plate.
9. combined type river channel ecology bank protection structure according to claim 6, which is characterized in that first plate and described the
The angle of two plates is greater than 180 degree plus the angle between the shore protection platform and the level-one shore protection.
10. combined type river channel ecology bank protection structure according to claim 1, which is characterized in that the level-one shore protection is
Stake formula wave prevention structure, the stake formula wave prevention structure are the bored concrete pile of platoon timber structure, bored concrete pile campshed framework or manger board
Any one of piling structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821480371.4U CN208733561U (en) | 2018-09-10 | 2018-09-10 | A kind of combined type river channel ecology bank protection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821480371.4U CN208733561U (en) | 2018-09-10 | 2018-09-10 | A kind of combined type river channel ecology bank protection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208733561U true CN208733561U (en) | 2019-04-12 |
Family
ID=66034363
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821480371.4U Active CN208733561U (en) | 2018-09-10 | 2018-09-10 | A kind of combined type river channel ecology bank protection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208733561U (en) |
-
2018
- 2018-09-10 CN CN201821480371.4U patent/CN208733561U/en active Active
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