CN211621457U - Anti-scouring river ecological revetment structure - Google Patents
Anti-scouring river ecological revetment structure Download PDFInfo
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- CN211621457U CN211621457U CN201922191732.4U CN201922191732U CN211621457U CN 211621457 U CN211621457 U CN 211621457U CN 201922191732 U CN201922191732 U CN 201922191732U CN 211621457 U CN211621457 U CN 211621457U
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/30—Flood prevention; Flood or storm water management, e.g. using flood barriers
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Abstract
The utility model discloses an ecological bank protection structure of river of antiscour, including stable river lake bank slope, characterized by: still include gabion net foundation member and concrete prefabricated component, wherein: the gabion mesh foundation piece is built at the slope toe of a river bank slope, the bottom of the gabion mesh foundation piece is embedded into a river bed, and the top of the gabion mesh foundation piece is higher than the normal water level; the concrete prefabricated parts are built on the bank slope of the river channel in a step-like manner, through planting holes are reserved on the concrete prefabricated parts, and the bank slope is protected through horizontal stacking. The bank protection structure can better protect a bank slope which is washed by water flow, prevent water and soil loss of the bank slope and stabilize river behavior. Meanwhile, the gabion mesh foundation is provided with a certain gap, so that aquatic animals can inhabit and breed and microorganisms can attach to the gabion mesh foundation conveniently; the concrete prefabricated part is built in a ladder-shaped manner, the slope surface is changed into a ladder-shaped slope surface, and the planting soil of holes of the ladder-shaped slope surface is not easy to be washed away and lost by flood, so that the plant growth is facilitated, the ecological function of a natural river channel is kept, and the natural landscape effect is achieved.
Description
Technical Field
The utility model relates to a river ecological bank protection technique specifically is an antiscour's river ecological bank protection structure.
Background
The mountain river of China has the disadvantages of beach danger, multiple bends, steep slope, water shortage, uneven rainfall distribution, sudden rise and fall of flood, frequent flood disasters, serious scouring of both sides of the river channel, and severe forms of water and soil loss and ecological environment damage. The traditional river bank slope protection technology basically only focuses on the protection function, and the river reach after renovation usually loses the original natural ecological function. Therefore, a new protection technology for the bank slope of the river in the mountainous area needs to be developed.
SUMMERY OF THE UTILITY MODEL
The utility model aims at the above-mentioned problem, and provide an antiscour's ecological revetment structure of river, through this kind of structure, can protect the river bank to avoid the flood to erode and destroy, keep the river potential stable, can keep the original natural ecosystem function of river again.
Realize the utility model discloses the technical scheme of purpose is:
an anti-scour river ecological revetment structure, comprising stable river and lake bank slopes, different from the prior art: still include gabion net foundation member and concrete prefabricated component, wherein:
the gabion mesh foundation piece is built at the slope toe of a river bank slope, the bottom of the gabion mesh foundation piece is embedded into a river bed, and the top of the gabion mesh foundation piece is higher than the normal water level;
the concrete prefabricated parts are built on the bank slope of the river channel in a step-like manner, through planting holes are reserved on the concrete prefabricated parts, and the bank slope is protected through horizontal stacking.
The river bank slope has the slope gradient meeting the self-stability requirement under the operation condition and is realized by slope building.
The gabion mesh foundation part is a galvanized steel wire mesh with built-in block stones or pebbles, and the section of the gabion mesh foundation part is in a trapezoidal gravity type retaining wall form.
The concrete prefabricated part is prefabricated by conventional fine-stone concrete, the size of the concrete prefabricated part is determined according to the designed stable gradient of the river bank slope, and the concrete prefabricated part is in a front-back step shape.
The planting holes are aligned up and down after being built, planting soil is filled in the planting holes for planting, and the step surface is horizontal.
The planting soil is suitable for plant growth, is filled in the planting holes and is connected with the bank slope of the river, and water-resistant herbaceous plants suitable for local growth conditions are planted on the planting soil.
Compared with the prior art, the utility model has the advantages that:
the utility model discloses an ecological bank protection structural design method through gabion net basis protection slope toe, builds concrete prefabricated component protection bank slope by laying bricks or stones, prevents that rivers from scouring the bank slope and causing soil erosion and water loss, and the river is stabilized from the face. The gabion mesh foundation has a certain gap, so that aquatic animals can inhabit and breed conveniently. The precast concrete components are in a step shape after being built, slope planting is changed into step type horizontal planting, planting soil is not easy to be washed away and lost by flood, and plant growth is facilitated. After the plants grow, the roots of the plants go deep into the bank slope, so that the slope protection structure is closely connected with the original bank slope, and the bank slope is better protected. The ecological bank protection structure of the design method is communicated with the original bank base and the river, so that river water and slope soil of the original bank can mutually permeate, the ecological function of a natural river channel is kept, and the ecological bank protection structure has a natural landscape effect.
Drawings
Fig. 1 is a schematic structural diagram of an embodiment of the ecological slope protection structure design method of the present invention.
Fig. 2 is a plan view of a concrete precast element.
Fig. 3 is a sectional view of a plan view of a concrete precast element.
In the figure: 1. the method comprises the following steps of 1, a gabion mesh foundation piece, 2, a riverway bank slope capable of self-stabilizing, 3, a concrete prefabricated part, 4, a prefabricated part reserved hole, 5, planting soil and 6, herbaceous plants.
Detailed Description
The following detailed description of the embodiments of the present invention is provided in conjunction with the accompanying drawings, but it should be understood that the scope of the invention is not limited by the specific embodiments.
Throughout the specification and claims, unless explicitly stated otherwise, the word "comprise", or variations such as "comprises" or "comprising", will be understood to imply the inclusion of a stated element or component but not the exclusion of any other element or component.
As shown in fig. 1, an ecological slope protection structure of water current erosion resistant concrete prefabricated component includes: the self-stabilization type river bank slope planting device comprises a gabion mesh foundation part 1, a self-stabilization river bank slope 2, a concrete prefabricated part 3, prefabricated part reserved holes 4, planting soil 5 and herbaceous plants 6.
The slope foot of the river bank slope adopts a gabion net foundation part 1 to protect the foot, and is embedded into the original riverbed to a certain depth, so that the requirement of the scouring resistance depth is met; the section is designed into a trapezoidal gravity retaining wall type, the requirements of anti-skid stability and anti-inclination track stability are met, and the top surface of the gabion mesh foundation 1 is higher than the normal water level of a river by a certain height. The original bank slope 2 is built into a uniform slope capable of self-stabilizing, the concrete prefabricated part 3 is manufactured for conventional fine stone concrete according to the manufacturing size determined by the slope of the bank slope 2, and holes 4 are reserved for planting during manufacturing of the prefabricated part. In order to make the concrete prefabricated component 3 more stable after being built on the slope surface of the bank slope 2, the prefabricated concrete component 3 is made into a reverse step shape. The concrete prefabricated parts 3 are stacked on the bank slope 2, and the reserved holes 4 of the upper prefabricated part and the lower prefabricated part can be aligned up and down. The planting soil 5 is filled in the reserved holes 4 of the concrete prefabricated parts 3 and is properly tamped. Herbaceous plant 6 is planted in the prefabricated component reservation hole 4 that has filled up soil, and herbaceous plant 6 is suitable for living water-fast plant, and the plant also can survive when the river course rises water, and herbaceous plant also can change its seed and broadcast.
The utility model discloses its principle is that the concrete prefabricated component protection that utilizes gabion net basis and build by laying bricks or stones easily washes river bank slope, bears the flood and erodees. The precast concrete components are in a step shape after being built, slope planting is changed into step type horizontal planting, and planting soil on the horizontal plane is not easy to be washed away and lost by flood, so that the growth of plants is facilitated. The ecological bank protection structure designed by the method can keep water and soil, stabilize river behavior, enable the bank foundation to be organically communicated with the river, and keep the river water and the soil of the original bank slope to mutually permeate, the gabion mesh foundation has certain pores, aquatic organisms inhabit and microorganism attachment are facilitated, the ecological function of a natural river channel is kept, the natural landscape effect is achieved, and the purpose of ecologically protecting the bank is achieved.
Claims (6)
1. An anti-scour river ecological bank protection structure comprises a stable river and lake bank slope, and is characterized in that: still include gabion net foundation member and concrete prefabricated component, wherein:
the gabion mesh foundation piece is built at the slope toe of a river bank slope, the bottom of the gabion mesh foundation piece is embedded into a river bed, and the top of the gabion mesh foundation piece is higher than the normal water level;
the concrete prefabricated parts are built on the bank slope of the river channel in a step-like manner, through planting holes are reserved on the concrete prefabricated parts, and the bank slope is protected through horizontal stacking.
2. The scour-resistant river ecological revetment structure of claim 1, wherein: the slope of the bank slope of the river channel is built through the slope surface to form a slope meeting the self-stability requirement under the operation condition.
3. The scour-resistant river ecological revetment structure of claim 1, wherein: the gabion mesh foundation part is a galvanized steel wire mesh with built-in block stones or pebbles, and the section of the gabion mesh foundation part is in a trapezoidal gravity type retaining wall form.
4. The scour-resistant river ecological revetment structure of claim 1, wherein: the concrete prefabricated part is prefabricated by fine stone concrete, the size of the concrete prefabricated part is determined according to the designed stable gradient of the river bank slope, and the concrete prefabricated part is in a front-back step shape.
5. The scour-resistant river ecological revetment structure of claim 1, wherein: the planting holes are aligned up and down after being built, planting soil is filled in the planting holes for planting, and the step surface is horizontal.
6. The scour-resistant river ecological revetment structure of claim 5, wherein: the planting soil is suitable for plant growth, is filled in the planting holes and is connected with the bank slope of the river, and water-resistant herbaceous plants suitable for local growth conditions are planted on the planting soil.
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Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112627111A (en) * | 2020-12-12 | 2021-04-09 | 广州市庆和源建设有限公司 | River channel ecological slope structure and integrated construction method |
CN113737725A (en) * | 2021-09-22 | 2021-12-03 | 吉林省水利科学研究院(吉林省水利科技推广总站、吉林省水利水电工程质量检测中心、吉林省灌溉试验中心站) | River bank and lake bank foot protection device capable of inhibiting growth of algae in water body |
CN114622518A (en) * | 2022-02-21 | 2022-06-14 | 中国长江三峡集团有限公司 | Hydro-fluctuation belt rock slope ram rock ecological nest and construction method |
CN115012356A (en) * | 2022-05-13 | 2022-09-06 | 湖南望新建设集团股份有限公司 | Near-river channel ecological retaining wall structure and construction method |
CN115288077A (en) * | 2022-08-19 | 2022-11-04 | 山西省水利水电勘测设计研究院有限公司 | Anti ice of river bank pushes away type bank protection |
CN115450172A (en) * | 2022-10-17 | 2022-12-09 | 江苏顺顺龙信息科技有限公司 | Method for planting green on gabion retaining wall |
-
2019
- 2019-12-10 CN CN201922191732.4U patent/CN211621457U/en active Active
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112627111A (en) * | 2020-12-12 | 2021-04-09 | 广州市庆和源建设有限公司 | River channel ecological slope structure and integrated construction method |
CN113737725A (en) * | 2021-09-22 | 2021-12-03 | 吉林省水利科学研究院(吉林省水利科技推广总站、吉林省水利水电工程质量检测中心、吉林省灌溉试验中心站) | River bank and lake bank foot protection device capable of inhibiting growth of algae in water body |
CN114622518A (en) * | 2022-02-21 | 2022-06-14 | 中国长江三峡集团有限公司 | Hydro-fluctuation belt rock slope ram rock ecological nest and construction method |
CN114622518B (en) * | 2022-02-21 | 2023-05-09 | 中国长江三峡集团有限公司 | Ecological nest of rock slope cantilever slab rockfill of hydro-fluctuation belt and construction method |
CN115012356A (en) * | 2022-05-13 | 2022-09-06 | 湖南望新建设集团股份有限公司 | Near-river channel ecological retaining wall structure and construction method |
CN115012356B (en) * | 2022-05-13 | 2024-03-22 | 湖南望新建设集团股份有限公司 | Near-river ecological retaining wall structure and construction method |
CN115288077A (en) * | 2022-08-19 | 2022-11-04 | 山西省水利水电勘测设计研究院有限公司 | Anti ice of river bank pushes away type bank protection |
CN115450172A (en) * | 2022-10-17 | 2022-12-09 | 江苏顺顺龙信息科技有限公司 | Method for planting green on gabion retaining wall |
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Address after: 541001 room 1210 and 1212, 12th floor, building T6, Feiyang international, intersection of Xicheng Avenue and Century Avenue, Lingui Town, Lingui District, Guilin City, Guangxi Zhuang Autonomous Region Patentee after: Hengsheng water environment treatment Co.,Ltd. Address before: 541001 room 1210 and 1212, 12th floor, building T6, Feiyang international, intersection of Xicheng Avenue and Century Avenue, Lingui Town, Lingui District, Guilin City, Guangxi Zhuang Autonomous Region Patentee before: GUANGXI HENGSHENG WATER ENVIRONMENT MANAGEMENT CO.,LTD. |