CN211773305U - River course gabion structure slope type ecological revetment - Google Patents

River course gabion structure slope type ecological revetment Download PDF

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Publication number
CN211773305U
CN211773305U CN202020225607.0U CN202020225607U CN211773305U CN 211773305 U CN211773305 U CN 211773305U CN 202020225607 U CN202020225607 U CN 202020225607U CN 211773305 U CN211773305 U CN 211773305U
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vertical wall
main
wall
main vertical
port
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CN202020225607.0U
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Chinese (zh)
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程雪
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Abstract

The utility model discloses an ecological revetment technical field's a river course gabion structure slope formula ecological revetment, including main upright wall, domatic and vice upright wall, the top that main upright wall is higher than the top of vice upright wall, vice upright wall is located the main right side that stands the wall, domatic being located main upright wall and vice upright wall between, and domatic slope form setting that is, the utility model discloses a to main upright wall, vice upright wall and domatic building, can not only enough plant ecological plant, can also collect the rubbish that ecological plant intercepted, alleviate rubbish and cause destruction to the bank environment, simultaneously, alleviate the influence that rubbish is detained to the bank scenery.

Description

River course gabion structure slope type ecological revetment
Technical Field
The utility model relates to an ecological bank protection technical field specifically is a river course gabion structure slope formula ecological bank protection.
Background
The ecological bank protection is a river bank protection form which can prevent the collapse of the river bank, and can enable river water and soil to mutually permeate, enhance the self-purification capability of the river channel and have a certain natural landscape effect. The river course slope protection form is characterized in that plants or the combination of the plants and civil engineering are utilized to protect the river course slope.
The ecological bank protection integrates flood control effect, ecological effect, landscape effect and self-cleaning effect, not only is a great progress of the bank protection engineering construction, but also will become the mainstream of the bank protection engineering construction in the future.
In the real life, the river that flows in the river course, the rubbish that can float a bit of inevitable, rubbish is when the river flows through the ramp along with the river, is intercepted by the ecological vegetation of ramp easily to being detained at the bank of a river, not only having influenced pleasing to the eye, still causing the pollution to the river of bank of a river.
Based on this, the utility model designs a river course gabion structure slope formula ecological bank protection to solve above-mentioned problem.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a river course gabion structure slope formula ecological revetment to the river that flows in the river course of proposing in solving above-mentioned background art, floating rubbish can be some inevitable, and rubbish is when the ramp is flowed through along with the river, is intercepted by the ecological vegetation of ramp easily, and is detained at the river bank, has not only influenced pleasing to the eye, still causes the problem of pollution to the river of river bank.
In order to achieve the above object, the utility model provides a following technical scheme: a slope type ecological revetment with a river way gabion structure comprises a main vertical wall, a slope surface and an auxiliary vertical wall, wherein the top of the main vertical wall is higher than that of the auxiliary vertical wall, the auxiliary vertical wall is positioned on the right side of the main vertical wall, the slope surface is positioned between the main vertical wall and the auxiliary vertical wall, and the slope surface is obliquely arranged;
the main vertical wall is of a cavity structure with an open top, a net cover covers the open top of the inner cavity of the main vertical wall, a collecting port and a main vertical wall seepage port are formed in the left side wall of the inner cavity of the main vertical wall, the collecting port is located above the main vertical wall seepage port, the slope is an inclined plate, blocking ports are uniformly formed in the plate body of the slope, and auxiliary vertical wall seepage ports are uniformly formed in the bottom of the auxiliary vertical wall.
Preferably, the collecting openings are uniformly formed in the right side wall of the inner cavity in the upper portion of the main vertical wall, the left end portion of the slope is located below the opening of the collecting openings, and the right end of the slope is located on the side wall of the top of the auxiliary vertical wall.
Preferably, the inner cavity of the main vertical wall seepage port is uniformly provided with a grid upright post-shaped column body structure.
Preferably, the auxiliary vertical wall penetration ports are uniformly formed in the bottom of the auxiliary vertical wall, and grid nets are mounted in inner cavities of the auxiliary vertical wall penetration ports.
Preferably, the inner cavity of the intercepting port is uniformly provided with net rods, the net rods are of a diamond square column structure, and the columns of the net rods are formed by metal nets.
Compared with the prior art, the beneficial effects of the utility model are that: the utility model discloses a to main standing wall, vice standing wall and domatic building, can not only plant ecological plant, can also collect the rubbish that ecological plant intercepted, alleviate rubbish and cause destruction to the bank environment, simultaneously, alleviate the influence that rubbish is detained to the bank scenery.
Of course, it is not necessary for any particular product to achieve all of the above-described advantages at the same time.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings used in the description of the embodiments will be briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art that other drawings can be obtained according to these drawings without creative efforts.
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic view of the structure of the collecting port of the present invention;
FIG. 3 is a schematic view of the main vertical wall penetration hole structure of the present invention;
FIG. 4 is a schematic view of the structure of the infiltration opening of the auxiliary vertical wall of the present invention;
fig. 5 is a schematic view of the slope structure of the present invention.
In the drawings, the components represented by the respective reference numerals are listed below:
100-main vertical wall, 101-collection port, 110-net cover, 102-main vertical wall infiltration port, 120-grid, 200-slope, 210-net rod, 201-interception port, 300-auxiliary vertical wall, 301-auxiliary vertical wall infiltration port and 310-grid net.
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 of the present invention, all other embodiments obtained by a person of ordinary skill in the art without creative efforts belong to the protection scope of the present invention.
Referring to fig. 1-5, the present invention provides a technical solution: the utility model provides a river course gabion structure slope formula ecological bank protection, the double-layered chamber space between main upright wall 100 and the vice wall 300 is used for planting ecological plant, and ecological plant's root system is located the silt of main upright wall 100 and the vice wall 300 double-layered chamber bottom, and the top of ecological plant runs through cuts 201.
The clamping cavities of the main vertical wall 100 and the auxiliary vertical wall 300 are communicated with a river channel through the auxiliary vertical wall seepage port 301, the grid net 310 intercepts garbage between the clamping cavities of the main vertical wall 100 and the auxiliary vertical wall 300, the intercepted garbage is prevented from returning to a water area of the river channel again through the auxiliary vertical wall seepage port 301, and river water in the water area of the river channel is ensured to be exchanged with river water in the clamping cavities of the main vertical wall 100 and the auxiliary vertical wall 300, namely river water fluidity of the clamping cavities of the main vertical wall 100 and the auxiliary vertical wall 300 is ensured.
The inner cavity of the main vertical wall 100 is communicated with the clamping cavities of the main vertical wall 100 and the auxiliary vertical wall 300 through the main vertical wall seepage port 102, so that garbage staying in the clamping cavities of the main vertical wall 100 and the auxiliary vertical wall 300 can enter the clamping cavity of the main vertical wall 100 under the flushing of river water, and a river sanitation worker can open the net cover 110 to fish the collected garbage by the inner cavity of the main vertical wall 100.
When the river water in the river channel rises, the water level of the river water is within the height range of the collecting port 101, and the garbage flushed on the river bank by the flowing water can enter the inner cavity of the main vertical wall 100 from the collecting port 101 and is retained in the inner cavity of the main vertical wall 100 when the river water falls back.
In the process of falling back of the river, the water level of the river gradually drops, and the garbage beside the river falls into the clamping cavities of the main vertical wall 100 and the auxiliary vertical wall 300 through the interception port 201 under the retention of ecological plants and flows into the inner cavity of the main vertical wall 100 under the flowing of the river.
One specific application of this embodiment is: the utility model discloses in, through the structure to main upright wall 100, vice upright wall 300 and domatic 200, can not only plant ecological plant, can also collect the rubbish that ecological plant intercepted, alleviate rubbish and lead to the fact destruction to the riparian environment, simultaneously, alleviate the influence that rubbish is detained to the riparian landscape.
In the description of the present invention, it should be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "connected," and "disposed" are to be construed broadly, e.g., as meaning either a fixed connection, a removable connection, or an integral connection; may be mechanically coupled, may be directly coupled, or may be indirectly coupled through an intermediary. To those of ordinary skill in the art, the specific meanings of the above terms in the present invention are understood according to specific situations. In the description herein, references to the description of "one embodiment," "an example," "a specific example," etc., mean that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the invention. In this specification, the schematic representations of the terms used above do not necessarily refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.
The preferred embodiments of the present invention disclosed above are intended only to help illustrate the present invention. The preferred embodiments are not intended to be exhaustive or to limit the invention to the precise embodiments disclosed. Obviously, many modifications and variations are possible in light of the above teaching. The embodiments were chosen and described in order to best explain the principles of the invention and its practical applications, to thereby enable others skilled in the art to best understand the invention for and utilize the invention. The present invention is limited only by the claims and their full scope and equivalents.

Claims (5)

1. The utility model provides a river course gabion structure slope formula ecological revetment, includes that main upright wall (100), domatic (200) and vice upright wall (300), its characterized in that: the top of the main vertical wall (100) is higher than the top of the auxiliary vertical wall (300), the auxiliary vertical wall (300) is positioned on the right side of the main vertical wall (100), the slope surface (200) is positioned between the main vertical wall (100) and the auxiliary vertical wall (300), and the slope surface (200) is obliquely arranged;
the main vertical wall (100) is of a cavity structure with an open top, the opening at the top of the inner cavity of the main vertical wall (100) is covered with a net cover (110), the left side wall of the inner cavity of the main vertical wall (100) is provided with a collection port (101) and a main vertical wall seepage port (102), the collection port (101) is located above the main vertical wall seepage port (102), the slope surface (200) is an inclined plate, a blocking port (201) is uniformly arranged on the plate body of the slope surface (200), and an auxiliary vertical wall seepage port (301) is uniformly arranged at the bottom of the auxiliary vertical wall (300).
2. The slope type ecological revetment with a river way gabion structure according to claim 1, which is characterized in that: the collection port (101) is uniformly arranged on the right side wall of the inner cavity at the upper part of the main vertical wall (100), the left end part of the slope surface (200) is positioned below the opening of the collection port (101), and the right end of the slope surface (200) is positioned on the side wall at the top part of the auxiliary vertical wall (300).
3. The slope type ecological revetment with a river way gabion structure according to claim 1, which is characterized in that: the inner cavity of the main vertical wall seepage port (102) is uniformly provided with a grid (120) and upright column-shaped column body structure.
4. The slope type ecological revetment with a river way gabion structure according to claim 1, which is characterized in that: the auxiliary vertical wall permeation ports (301) are uniformly formed in the bottom of the auxiliary vertical wall (300), and grid nets (310) are mounted in the inner cavity of the auxiliary vertical wall permeation ports (301).
5. The slope type ecological revetment with a river way gabion structure according to claim 1, which is characterized in that: the inner cavity of the intercepting port (201) is uniformly provided with net rods (210), the net rods (210) are of a diamond square column structure, and the columns of the net rods (210) are formed by metal nets.
CN202020225607.0U 2020-02-28 2020-02-28 River course gabion structure slope type ecological revetment Expired - Fee Related CN211773305U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202020225607.0U CN211773305U (en) 2020-02-28 2020-02-28 River course gabion structure slope type ecological revetment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202020225607.0U CN211773305U (en) 2020-02-28 2020-02-28 River course gabion structure slope type ecological revetment

Publications (1)

Publication Number Publication Date
CN211773305U true CN211773305U (en) 2020-10-27

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN202020225607.0U Expired - Fee Related CN211773305U (en) 2020-02-28 2020-02-28 River course gabion structure slope type ecological revetment

Country Status (1)

Country Link
CN (1) CN211773305U (en)

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Granted publication date: 20201027