Ecological protection structure of riverway hydro-fluctuation belt
By combining water flow baffles, diversion channels, and protective nets, the problems of high construction costs and vegetation damage in river drawdown zones have been solved, achieving a combination of stability and aesthetics, protecting vegetation and reducing soil erosion.
Patent Information
- Application Number
- CN202423281629.6
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-12-30
- Publication Date
- 2026-01-06
- Estimated Expiration
- 2034-12-30
AI Technical Summary
The existing ecological protection structures for river drawdown zones are costly to construct, consume a lot of resources, are aesthetically unappealing, and are difficult to effectively protect vegetation and prevent soil erosion.
The system employs a combination structure of water flow baffles, flow guide channels, and protective nets. Fixed plates are fixedly installed on the lower side of the water flow baffles, and fixed spikes are inserted in an array. The flow guide channels are flush with the water flow baffles, and fixed straps are fixedly installed at both ends of the protective nets. The fixed rings are connected to the fixed spikes, forming a stable and aesthetically pleasing ecological protection structure.
It effectively reduces the amount of soil carried away by water flow, protects surface vegetation, increases soil stability, and allows the equipment to be covered by vegetation after long-term use without affecting aesthetics, thus reducing construction costs and resource consumption.
Smart Images

Figure CN223766767U_ABST
Abstract
Description
[0001] An ecological protection structure for river drawdown zones Technical Field
[0002] This utility model relates to the field of river ecological protection technology, specifically to an ecological protection structure for river drawdown zones. Background Technology
[0003] The drawdown zone refers to the water-land transition area in rivers, lakes, and reservoirs, where the surrounding land is periodically submerged and exposed between the highest and lowest water levels due to human intervention or natural seasonal fluctuations in water levels. It falls under the category of wetlands. The drawdown zone is a water-land transition zone; in its natural state, vegetation is sparse, biodiversity is low, and the ecological community is easily damaged.
[0004] Application No. (CN 219930861 U) discloses an ecological protection structure for a river drawdown zone, belonging to the field of river ecological protection. It includes a riverbed and a riverbank. The top of the riverbed is provided with a layer of pebbles. One side of the riverbank is provided with three slopes. The three slopes are laid with a first-level concrete slope, a second-level concrete slope and a third-level concrete slope in order from low to high. A fixing frame is provided at the two boundaries of the three slopes. A buffer plate is fixedly connected inside the fixing frame. A first connector and a second connector are fixedly connected to both sides of the fixing frame, respectively.
[0005] The design uses a wall to block the waves, but this method requires a lot of resources. It requires first forming staggered concrete riverbanks and then erecting the wall on the riverbanks. This consumes a lot of resources, takes a long time, and is difficult to construct. In addition, this method of blocking the waves is not aesthetically pleasing and makes it difficult to showcase the natural vegetation along the river. Therefore, we propose an ecological protection structure for the river drawdown zone to solve the above problems. Utility Model Content
[0006] The purpose of this utility model is to provide an ecological protection structure for the drawdown zone of a river, so as to solve the problems of severe soil erosion and vegetation damage in the drawdown zone and the high construction cost of existing solutions mentioned in the background art.
[0007] To achieve the above objectives, this utility model provides the following technical solution: an ecological protection structure for a river drawdown zone, comprising a water flow baffle, wherein a fixed plate is fixedly installed on the lower side of the water flow baffle, characterized in that: fixed spikes are movably inserted in an array on the water flow baffle, a flow guide channel is installed on one side of the water flow baffle, the upper end of the flow guide channel is flush with the lower side of the water flow baffle, and a protective net is movably installed on the water flow baffle.
[0008] Preferably, the lower side of the water flow baffle is provided with three sets of insertion fixing plates, the upper end of the three sets of insertion fixing plates is provided with fixing blocks, and the three sets of insertion fixing plates are connected by the same fixing block. The lower ends of the fixing blocks and the insertion fixing plates are sharp, and the surfaces of the insertion fixing plates are rough.
[0009] Preferably, the water flow baffle has three sets of fixing grooves, the fixing spike is inserted into the fixing groove, the diameter of the upper end of the fixing spike is larger than the diameter of the fixing groove, and a guide plate is fixedly installed on the front side of the water flow baffle, with the center of the guide plate protruding.
[0010] Preferably, a limiting block is fixedly installed at the upper end of the fixed spike. The limiting block is larger than the fixed block, and the center of the limiting block is narrower than the two ends. The limiting block is made of the same material as the fixed spike.
[0011] Preferably, two sets of locking blocks are fixedly installed on the left and right sides of both ends of the guide channel. The width of the two sets of locking blocks is adapted to the spacing between the insertion fixing plates, and the locking blocks are inserted between the insertion fixing plates.
[0012] Preferably, the protective net is fixedly installed with fixing straps at both the front and rear ends, and three sets of fixing rings are fixedly installed in an array on the fixing straps. The size of the fixing rings is adapted to the size of the fixing spikes. The fixing rings on the rear side are tightly attached to the lower side of the limiting block, and the fixing rings on the front side are inserted into the lower side of the fixing spikes.
[0013] Compared with the prior art, the beneficial effects of this utility model are as follows: By fixing multiple sets of water flow baffles on the riverbank, this utility model can reduce the amount of soil carried away by the water flow during high and low tides. The water flow baffles are equipped with guide plates, which, together with the guide channels, allow the water to flow down through the guide channels during low tide, further reducing the amount of soil carried away by the water flow. Protective nets are also installed between the water flow baffles to further fix the surface soil and stones between the water flow baffles, and at the same time, they can protect the surface low vegetation, such as turf and moss, to a certain extent, further strengthening the soil's firmness. After long-term use, the equipment will be covered by vegetation, which will not affect its aesthetics. Attached Figure Description
[0014] To more clearly illustrate the technical solutions in the embodiments of this utility model or the prior art, the drawings used in the description of the embodiments or the prior art will be briefly introduced below. Obviously, the drawings described below are only some embodiments of this utility model. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.
[0015] Figure 1This is a front view schematic diagram of the structure of this utility model;
[0016] Figure 2 This is a schematic cross-sectional view of the water flow baffle of this utility model;
[0017] Figure 3 This is a schematic diagram of the structure of the fixed spike in this utility model;
[0018] Figure 4 This is a schematic diagram of the structure of the guide channel of this utility model;
[0019] Figure 5 This is a schematic diagram of the structure of the protective netting of this utility model.
[0020] In the diagram: 1. Water flow baffle; 2. Inserted fixing plate; 3. Fixing spike; 4. Guide channel; 5. Protective net; 6. Fixing block; 7. Fixing groove; 8. Guide plate; 9. Limiting block; 10. Locking block; 11. Fixing belt; 12. Fixing ring. Detailed Implementation
[0021] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.
[0022] Please see Figure 1-5 This utility model provides an embodiment of an ecological protection structure for a river drawdown zone, including a water flow baffle 1, a fixed plate 2 fixedly installed on the lower side of the water flow baffle 1, fixed spikes 3 movably inserted in an array on the water flow baffle 1, a guide channel 4 installed on one side of the water flow baffle 1, the upper end of the guide channel 4 being flush with the lower side of the water flow baffle 1, and a protective net 5 movably installed on the water flow baffle 1. This device uses the water flow baffle 1, which can block the rapid descent of water flow, to reduce the amount of soil carried away by the water flow. In addition, the protective net 5 is also provided to fix the soil, increasing the efficiency of soil solidification during the use of the device.
[0023] Furthermore, the lower side of the water flow baffle 1 is arranged with three sets of insertion fixing plates 2, and the upper end of the three sets of insertion fixing plates 2 is provided with fixing blocks 6. The three sets of insertion fixing plates 2 are connected by the same fixing block 6. The fixing block 6 and the lower end of the insertion fixing plate 2 are sharp, and the surface of the insertion fixing plate 2 is rough. This structure allows the insertion fixing plate 2 to be stably inserted into the soil and increases the friction between the insertion fixing plate 2 and the soil, thereby increasing the stability of the water flow baffle 1 during installation. The fixing block 6 can increase the stability of the connection between the insertion fixing plates 2, and the sharp lower side can make the insertion fixing plate 2 and the fixing block 6 better inserted into the soil.
[0024] Furthermore, the water flow baffle 1 has three sets of fixing grooves 7, and the fixing spikes 3 are inserted into the fixing grooves 7. The diameter of the upper end of the fixing spikes 3 is larger than the diameter of the fixing grooves 7. A guide plate 8 is fixedly installed on the front side of the water flow baffle 1. The center of the guide plate 8 protrudes. This structure allows the fixing spikes 3 to be inserted into the fixing grooves 7 and then penetrate into the soil to fix the water flow baffle 1, increasing the stability of the equipment during use. In addition, the guide plate 8 allows the water flow to flow to the left and right sides of the water flow baffle 1, increasing the functionality of the equipment during use.
[0025] Furthermore, a limiting block 9 is fixedly installed at the upper end of the fixed spike 3. The size of the limiting block 9 is larger than that of the fixed block 6. The center of the limiting block 9 is narrower than the two ends. The material of the limiting block 9 is the same as that of the fixed spike 3. This structure allows the fixed spike 3 to stably fix the water flow baffle 1, while the limiting block 9 allows the fixed spike 3 to be easily pulled out after it has penetrated the mud, increasing the convenience of using the equipment.
[0026] Furthermore, two sets of locking blocks 10 are fixedly installed on the left and right sides of both ends of the flow channel 4. The width of the two sets of locking blocks 10 is adapted to the spacing between the insertion fixing plates 2. The locking blocks 10 are inserted between the insertion fixing plates 2. This structure allows the flow channel 4 to be fixed with the water flow baffle 1, increasing the convenience and stability during installation.
[0027] Furthermore, fixing straps 11 are fixedly installed at both ends of the protective net 5. Three sets of fixing rings 12 are fixedly installed in an array on the fixing straps 11. The size of the fixing rings 12 is adapted to the size of the fixing spikes 3. The fixing rings 12 on the rear side are tightly attached to the lower side of the limiting block 9, and the fixing rings 12 on the front side are inserted into the lower side of the fixing spikes 3. This structure allows the protective net 5 to be stably installed between the water flow baffles 1, and this installation method allows the protective net 5 to be tightly attached to the ground, thereby completing the solidification of the ground.
[0028] Working principle: In use, the locking block 10 is locked between the insertion fixing plate 2, then the water flow baffle 1 is placed on the ground, the insertion fixing plate 2 is inserted into the soil for fixation, the fixing strap 11 is placed on the water flow baffle 1, the fixing spike 3 is inserted into the fixing groove 7 so that the fixing spike 3 penetrates into the soil and the limiting block 9 abuts against the fixing ring 12, the front fixing strap 11 is placed under the fixing spike 3, and then the front water flow baffle 1 is fixed. At this time, the equipment is installed. When the tide comes in, the water flow baffle 1 can block the direct impact of the tide on the soil and vegetation. When the tide recedes, the water flow baffle 1 can block the flow of water and, under the guidance of the guide plate 8, enter the guide channel 4 for discharge. The above is the complete working principle of this utility model.
[0029] It will be apparent to those skilled in the art that this invention is not limited to the details of the exemplary embodiments described above, and that it can be implemented in other specific forms without departing from the spirit or essential characteristics of this invention. Therefore, the embodiments should be considered illustrative and non-limiting in all respects, and the scope of this invention is defined by the appended claims rather than the foregoing description. Thus, it is intended that all variations falling within the meaning and scope of equivalents of the claims be included within this invention. No reference numerals in the claims should be construed as limiting the scope of the claims.
Claims
1. An ecological protection structure of a river drawdown zone, comprising a water flow baffle (1), a plug-in fixed plate (2) is fixedly installed on the lower side of the water flow baffle (1), characterized in that: a fixed thorn (3) is movably inserted on the water flow baffle (1), a flow guide groove (4) is installed on one side of the water flow baffle (1), the upper end of the flow guide groove (4) is flush with the lower side of the water flow baffle (1), and a protective net (5) is movably installed on the water flow baffle (1).
2. The ecological protection structure of the water level falling zone of a river according to claim 1, characterized in that: Three groups of plug-in fixed plates (2) are arranged on the lower side of the water flow baffle (1), a fixed block (6) is arranged on the upper end of the three groups of plug-in fixed plates (2), and the three groups of plug-in fixed plates (2) are connected through the same fixed block (6), the fixed block (6) is sharp at the lower end of the plug-in fixed plate (2), and the surface of the plug-in fixed plate (2) is rough.
3. The ecological protection structure of the water level falling zone of a river channel according to claim 1, characterized in that: Three groups of fixed grooves (7) are formed on the water flow baffle (1), the fixed thorn (3) is inserted into the fixed groove (7), the diameter of the upper end of the fixed thorn (3) is greater than the diameter of the fixed groove (7), a flow guide plate (8) is fixedly installed on the front side of the water flow baffle (1), and the center position of the flow guide plate (8) protrudes.
4. The ecological protection structure of the water level falling zone of a river channel according to claim 2, characterized in that: A limiting block (9) is fixedly installed on the upper end of the fixed thorn (3), the size of the limiting block (9) is greater than that of the fixed block (6), the center position of the limiting block (9) is narrower than the positions of the two ends, and the material of the limiting block (9) is the same as that of the fixed thorn (3).
5. The ecological protection structure of the water level falling zone of a river channel according to claim 1, characterized in that: Two groups of clamping blocks (10) are fixedly installed on the left and right sides of the front and rear ends of the flow guide groove (4), the width of the two groups of clamping blocks (10) is adapted to the spacing between the plug-in fixed plates (2), and the clamping blocks (10) are inserted between the plug-in fixed plates (2).
6. The ecological protection structure of the water level falling zone of a river channel according to claim 4, characterized in that: A fixed band (11) is fixedly installed on the front and rear ends of the protective net (5), three groups of fixed rings (12) are movably fixedly installed on the fixed band (11), the size of the fixed ring (12) is adapted to the size of the fixed thorn (3), the rear fixed ring (12) is tightly attached to the lower side of the limiting block (9), and the front fixed ring (12) is inserted into the lower side of the fixed thorn (3).
Citation Information
Patent Citations
Ecological protection structure of riverway hydro-fluctuation belt
CN219930861U