Water conservancy river embankment reinforcing structure

Abstract

The utility model discloses a water conservancy river levee reinforcing structure, and relates to the technical field of water conservancy river levee reinforcing. A top pressing plate, a second pressing plate, a connecting frame and an auxiliary frame are arranged on the river embankment body, and the river embankment body is connected and matched through a first concrete pouring pile, a second concrete pouring pile, a longitudinal anchor rod and a vertical anchor rod. The connection between the device and a river levee main body is facilitated through the cooperation among the first concrete pouring piles, the second concrete pouring piles, the longitudinal anchor rods and the vertical anchor rods, the overall stability of the river levee is effectively improved, the influence of water flow scouring and geological activities can be resisted, and therefore the long-term safety of the river levee is ensured; surging water flow is absorbed through the water inlet holes, so that the effect of the water flow on the river levee is reduced, meanwhile, the water flow which cannot be absorbed by the water inlet holes is guided into a river through the arc-shaped water baffles, the water flow which impacts the river levee is impacted through the guided-out water flow, and the direct impact force of the water flow on the river levee is further reduced; therefore, the risk of river levee damage is reduced.

Description

Technical Field

[0001] The utility model relates to the technical field of water conservancy river bank reinforcement, in particular to a water conservancy river bank reinforcement structure. Background Art

[0002] River embankments are water-retaining structures built along rivers, channels, lakes, coasts, or the edges of flood diversion areas and reclamation areas. Embankments can resist flooding, block tides and waves, and protect the safety of residents and industrial and agricultural production within the embankments. They are the earliest and most widely used flood control engineering measures in the world. In the field of river embankment reinforcement and maintenance, it is crucial to stabilize the embankment to prevent soil erosion and flood erosion. Traditional river embankment reinforcement devices usually adopt a simple method, that is, placing the reinforcement device directly on the surface of the river embankment. Although this reinforcement method is simple and easy, it exposes the problem of poor stability in actual application.

[0003] Specifically, traditional riverbank reinforcement devices are mostly made of concrete or other hard materials, and their design often simply pursues the fit with the riverbank surface without fully considering factors such as the soil characteristics of the riverbank, water flow impact force and geological conditions. This reinforcement method is often difficult to form a close bond with the riverbank soil, resulting in the reinforcement device being easily loosened, displaced or even falling off under long-term water scouring and geological activities.

[0004] Therefore, the present application proposes a water conservancy river bank reinforcement structure to solve the problem of poor stability of traditional river bank reinforcement devices. Utility Model Content

[0005] The utility model aims to provide a water conservancy river bank reinforcement structure, which solves the technical problems raised in the background technology.

[0006] To achieve the above-mentioned purpose, the utility model provides the following technical solutions: a water conservancy river bank reinforcement structure, including a river bank main body, a second platform is arranged in the middle position of the river bank main body, a top pressure plate is arranged at the upper end of the river bank main body, a second pressure plate is arranged at the upper end of the second platform, a connecting frame is arranged between the second pressure plate and the top pressure plate, an end of the second pressure plate away from the connecting frame is fixedly connected to an auxiliary frame, the upper and lower ends of the connecting frame are respectively fixedly connected to the adjacent ends of the top pressure plate and the second pressure plate, the side walls of the auxiliary frame of the connecting frame close to the river bank main body are abutted against the side walls of the river bank main body, and the lower ends of the top pressure plate and the second pressure plate are fixedly connected to the upper and lower ends of the connecting frame. A first concrete pouring pile is provided, and the lower end of the first concrete pouring pile extends into the main body of the embankment. The side walls of the connecting frame and the auxiliary frame close to the main body of the embankment are provided with a second concrete pouring pile, and the end of the second concrete pouring pile close to the main body of the embankment extends into the main body of the embankment and is connected to the first concrete pouring pile. The lower ends of the top pressure plate and the second pressure plate are fixedly connected with a longitudinal anchor rod, and the lower end of the longitudinal anchor rod extends into the first concrete pouring pile. The ends of the connecting frame and the auxiliary frame close to the main body of the embankment are fixedly connected with a vertical anchor rod, and the end of the vertical anchor rod close to the main body of the embankment extends into the second concrete pouring pile.

[0007] Preferably, a water passage cavity is provided on the inner side of the auxiliary frame, a plurality of water inlet holes are opened on the side wall of the auxiliary frame away from the main body of the river bank, a plurality of water baffles are hinged on the right side wall of the auxiliary frame through pins, and the plurality of water baffles are respectively located above the plurality of water inlet holes, a pneumatic buffer rod is hinged on the side wall of the water baffle close to the main body of the river bank, and one end of the pneumatic buffer rod away from the water baffle is hinged to the side wall of the auxiliary frame away from the main body of the river bank through a pin.

[0008] Preferably, the water retaining plate is arc-shaped, and the upper end of the water retaining plate extends to a side away from the main body of the river bank.

[0009] Preferably, a plurality of vegetation planting areas are provided on the connecting frame, and a protective net is provided on the vegetation planting areas.

[0010] Preferably, a protective vertical plate is fixedly connected to the upper end of the second platform, a plurality of drainage holes are provided at the lower end of the protective vertical plate, and the upper end of the protective vertical plate extends to a side away from the main body of the river bank.

[0011] Preferably, the inner walls on the left and right sides of the drainage hole are fixedly connected with limit plates, the upper end of the drainage hole is hinged with a movable baffle, and the two limit plates are located at the rear side of the movable baffle.

[0012] Compared with the related art, the water conservancy river bank reinforcement structure provided by the utility model has the following beneficial effects:

[0013] 1. The utility model provides a water conservancy river bank reinforcement structure. In the device, the top pressure plate, the connecting frame, the second pressure plate and the auxiliary frame are connected to form a whole between the various structural components in the reinforcement device. At the same time, the cooperation between the first concrete pouring pile, the second concrete pouring pile, the longitudinal anchor rod and the vertical anchor rod is more conducive to the connection between the device and the river bank body, which effectively improves the overall stability of the river bank, can resist the impact of water scouring and geological activities, thereby ensuring the long-term safety of the river bank.

[0014] 2. The utility model provides a water conservancy river bank reinforcement structure. In this device, a water passage cavity and a water inlet hole are arranged in an auxiliary frame. The water inlet hole is used to absorb the surging water flow, thereby reducing the effect of the water flow on the river bank. At the same time, an arc-shaped water baffle is used to guide the water flow that cannot be absorbed by the water inlet hole into the river. At the same time, the guided water flow is used to impact the water flow that impacts the river bank, further reducing the direct impact force of the water flow on the river bank, thereby reducing the risk of damage to the river bank; at the same time, a pneumatic buffer rod is used to buffer the impact force of the water flow on the water baffle, ensuring the function of the water baffle and avoiding damage to the water baffle, thereby ensuring the service life of the device.

[0015] 3. The utility model provides a water conservancy river bank reinforcement structure. The vegetation planting area on the connecting frame provides space for the growth of vegetation, which helps to restore the ecological environment of the river bank. The root system of the vegetation can fix the soil, further increase the stability of the river bank, and also provide a natural barrier for the ecological environment. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] Figure 1 This is a three-dimensional structural schematic diagram of the utility model in use;

[0017] Figure 2 It is a three-dimensional structural schematic diagram of the utility model;

[0018] Figure 3 It is a partial three-dimensional structural schematic diagram of the utility model;

[0019] Figure 4 This is a schematic diagram of a partial three-dimensional structure of the utility model from another angle;

[0020] Figure 5 It is a schematic diagram of the three-dimensional structure of the first concrete pouring pile position section of the utility model;

[0021] Figure 6 This is a schematic diagram of the three-dimensional structure of the auxiliary frame section of the utility model;

[0022] Figure 7 for Figure 6 A partial enlarged view of the middle part;

[0023] Figure 8It is a schematic diagram of the three-dimensional structure of the protective vertical plate of the utility model;

[0024] Fig. 9 for Figure 8 A partial enlarged view of point B in the middle.

[0025] In the figure: 1. The main body of the embankment; 2. The second platform; 3. The top pressure plate; 4. The second pressure plate; 5. The connecting frame; 6. The protective net; 7. The vegetation planting area; 8. The protective vertical plate; 9. The auxiliary frame; 10. The water cavity; 11. The water inlet hole; 12. The water retaining plate; 13. The air pressure buffer rod; 14. The longitudinal anchor rod; 15. The vertical anchor rod; 16. The first concrete pouring pile; 17. The second concrete pouring pile; 18. The drainage hole; 19. The movable baffle; 20. The limit plate. DETAILED DESCRIPTION

[0026] The technical solutions in the embodiments of the utility model will be clearly and completely described below in conjunction with the drawings in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, rather than all of the embodiments; based on the embodiments of the utility model, all other embodiments obtained by ordinary technicians in this field without making creative work are within the scope of protection of the utility model.

[0027] See also Figure 1-9The utility model provides a technical solution: a water conservancy river bank reinforcement structure, including a river bank main body 1, a second platform 2 is arranged in the middle position of the river bank main body 1, a top pressure plate 3 is arranged at the upper end of the river bank main body 1, a second pressure plate 4 is arranged at the upper end of the second platform 2, a connecting frame 5 is arranged between the second pressure plate 4 and the top pressure plate 3, an end of the second pressure plate 4 away from the connecting frame 5 is fixedly connected with an auxiliary frame 9, the upper and lower ends of the connecting frame 5 are respectively fixedly connected to the adjacent ends of the top pressure plate 3 and the second pressure plate 4, the auxiliary frame 9 of the connecting frame 5 is close to the side wall of the river bank main body 1 and is in contact with the side wall of the river bank main body 1, the lower ends of the top pressure plate 3 and the second pressure plate 4 are both provided with a first concrete pouring pile 16, the lower ends of the first concrete pouring pile 16 extend into the river bank main body 1, and the connecting frame 5 and the auxiliary frame 9 are both provided with a A second concrete pouring pile 17, the second concrete pouring pile 17 extends into the embankment main body 1 at one end close to the embankment main body 1 and is connected to the first concrete pouring pile 16, the top pressure plate 3 and the lower end of the second pressure plate 4 are fixedly connected with a longitudinal anchor rod 14, the lower end of the longitudinal anchor rod 14 extends into the first concrete pouring pile 16, the connecting frame 5 and the auxiliary frame 9 are fixedly connected with a vertical anchor rod 15 at one end close to the embankment main body 1, and the vertical anchor rod 15 extends into the second concrete pouring pile 17 at one end close to the embankment main body 1, and the cooperation between the first concrete pouring pile 16, the second concrete pouring pile 17, the longitudinal anchor rod 14 and the vertical anchor rod 15 is more conducive to the connection between the device and the embankment main body 1, effectively improving the overall stability of the embankment, and being able to resist the influence of water scouring and geological activities, thereby ensuring the long-term safety of the embankment;

[0028] A water passage cavity 10 is provided inside the auxiliary frame 9, and a plurality of water inlet holes 11 are provided on the side wall of the auxiliary frame 9 away from the river bank main body 1. A plurality of water baffles 12 are hinged on the right side wall of the auxiliary frame 9 through pins, and the plurality of water baffles 12 are respectively located above the plurality of water inlet holes 11. A gas pressure buffer rod 13 is hinged on the side wall of the water baffle 12 close to the river bank main body 1, and one end of the gas pressure buffer rod 13 away from the water baffle 12 is hinged to the side wall of the auxiliary frame 9 away from the river bank main body 1 through pins, and the gas pressure buffer rod 13 is used to buffer the impact force of the water flow on the water baffle 12, so as to ensure the function of the water baffle 12 and avoid the water baffle 12 from being damaged, thereby ensuring the service life of the device;

[0029] The water retaining plate 12 is arc-shaped, and the upper end of the water retaining plate 12 extends to a side away from the river bank body 1. When facing the impact of water flow on the device, the arc-shaped water retaining plate 12 is used to guide the water flow that cannot be absorbed by the water inlet hole 11 into the river, and at the same time, the guided water flow is used to impact the water flow that impacts the river bank, further reducing the direct impact force of the water flow on the river bank, thereby reducing the risk of damage to the river bank;

[0030] A plurality of vegetation planting areas 7 are arranged on the connecting frame 5, and a protective net 6 is arranged on the vegetation planting area 7. The vegetation planting area 7 provides space for the growth of vegetation, which helps to restore the ecological environment of the river bank; the root system of the vegetation can fix the soil, further increase the stability of the river bank, and also provide a natural barrier for the ecological environment;

[0031] The upper end of the second platform 2 is fixedly connected with a protective plate 8, and the lower end of the protective plate 8 is provided with a plurality of drainage holes 18. The upper end of the protective plate 8 extends to a side away from the main body of the river bank 1. The arrangement of the protective plate 8 and the second platform 2 improves the safety of the river bank, and the protective plate 8 plays an auxiliary role in blocking the water flow.

[0032] The inner walls on the left and right sides of the drainage hole 18 are fixedly connected with limit plates 20, and the upper end of the drainage hole 18 is hinged with a movable baffle 19. The two limit plates 20 are located on the rear side of the movable baffle 19. The setting of the drainage hole 18 ensures that the accumulated rainwater on the second pressure plate 4 can be smoothly beaten out. At the same time, the limit plate 20 is used to prevent the movable baffle 19 from flipping toward the direction of the river bank main body 1, thereby effectively preventing river water from entering the second pressure plate 4 from the drainage hole 18.

[0033] Working principle: When the device cooperates with the embankment body 1, the bottom pressure plate is located at the top of the embankment body 1, the second pressure plate 4 is located at the second platform 2, and the auxiliary frame 9 of the connecting frame 5 is close to the side wall of the embankment body 1 and abuts against the side wall of the embankment body 1. A first concrete pouring pile 16 is arranged below the top pressure plate 3 of the embankment body 1 and below the second pressure plate 4. A second concrete pouring pile 17 is arranged on the side of the connecting frame 5 and the auxiliary frame 9 close to the embankment body 1. The longitudinal anchor rod 14 at the lower end of the top pressure plate 3 and the second pressure plate 4 extends into the first concrete pouring pile 16, and the vertical anchor rod 15 on the side of the connecting frame 5 and the auxiliary frame 9 close to the embankment body 1 extends into the second concrete pouring pile. The cooperation between the first concrete pouring pile 16, the second concrete pouring pile 17, the longitudinal anchor rod 14 and the vertical anchor rod 15 is more conducive to the connection between the device and the embankment body 1, effectively improving the overall stability of the embankment, and being able to resist the influence of water scouring and geological activities, thereby ensuring the long-term safety of the embankment. A water cavity 10 and a water inlet 11 are provided in the auxiliary frame 9. The water inlet 11 is used to absorb the surging water flow, thereby reducing the effect of the water flow on the river bank. At the same time, the arc-shaped water baffle 12 is used to guide the water flow that cannot be absorbed by the water inlet 11 into the river. At the same time, the derived water flow is used to impact the water flow that impacts the river bank, further reducing the direct impact force of the water flow on the river bank, thereby reducing the risk of damage to the river bank; at the same time, the air pressure buffer rod 13 is used to buffer the impact force of the water flow on the water baffle 12, while ensuring the effect of the water baffle 12 and avoiding damage to the water baffle 12, thereby ensuring the service life of the device. The vegetation planting area 7 on the connecting frame 5 provides space for the growth of vegetation, which helps to restore the ecological environment of the river bank; the root system of the vegetation can fix the soil, further increase the stability of the river bank, and also provide a natural barrier for the ecological environment.

Claims

1. A water conservancy river bank reinforcement structure, comprising a river bank body (1), characterized in that: A second platform (2) is provided in the middle of the embankment body (1), a top pressure plate (3) is provided at the upper end of the embankment body (1), a second pressure plate (4) is provided at the upper end of the second platform (2), a connecting frame (5) is provided between the second pressure plate (4) and the top pressure plate (3), an end of the second pressure plate (4) away from the connecting frame (5) is fixedly connected to an auxiliary frame (9), the upper and lower ends of the connecting frame (5) are respectively fixedly connected to the adjacent ends of the top pressure plate (3) and the second pressure plate (4), the side walls of the auxiliary frame (9) of the connecting frame (5) close to the embankment body (1) are in contact with the side walls of the embankment body (1), the lower ends of the top pressure plate (3) and the second pressure plate (4) are both provided with first concrete pouring piles (16), the first concrete pouring piles ( 16) extends into the main body of the river bank (1); the connecting frame (5) and the auxiliary frame (9) are both provided with a second concrete pouring pile (17) near the side wall of the main body of the river bank (1); the second concrete pouring pile (17) extends into the main body of the river bank (1) at one end near the main body of the river bank (1) and is connected to the first concrete pouring pile (16); the lower ends of the top pressure plate (3) and the second pressure plate (4) are fixedly connected with a longitudinal anchor rod (14); the lower end of the longitudinal anchor rod (14) extends into the first concrete pouring pile (16); the connecting frame (5) and the auxiliary frame (9) are both fixedly connected with a vertical anchor rod (15) at one end near the main body of the river bank (1); the vertical anchor rod (15) extends into the second concrete pouring pile (17) at one end near the main body of the river bank (1).

2. A water conservancy river bank reinforcement structure according to claim 1, characterized in that: A water passage cavity (10) is arranged inside the auxiliary frame (9); a plurality of water inlet holes (11) are opened on the side wall of the auxiliary frame (9) away from the river bank body (1); a plurality of water baffles (12) are hingedly connected on the right side wall of the auxiliary frame (9) through pins; the plurality of water baffles (12) are respectively located above the plurality of water inlet holes (11); a pneumatic buffer rod (13) is hingedly connected on the side wall of the water baffle (12) close to the river bank body (1); one end of the pneumatic buffer rod (13) away from the water baffle (12) is hingedly connected to the side wall of the auxiliary frame (9) away from the river bank body (1) through a pin.

3. A water conservancy river bank reinforcement structure according to claim 2, characterized in that: The water retaining plate (12) is arc-shaped, and the upper end of the water retaining plate (12) extends toward a side away from the river bank body (1).

4. The water conservancy river bank reinforcement structure according to claim 1, characterized in that: A plurality of vegetation planting areas (7) are arranged on the connection frame (5), and a protective net (6) is arranged on the vegetation planting area (7).

5. The water conservancy river bank reinforcement structure according to claim 1, characterized in that: The upper end of the second platform (2) is fixedly connected to a protective vertical plate (8), a plurality of drainage holes (18) are provided at the lower end of the protective vertical plate (8), and the upper end of the protective vertical plate (8) extends to a side away from the main body of the river bank (1).

6. A water conservancy river bank reinforcement structure according to claim 5, characterized in that: The inner walls on the left and right sides of the drainage hole (18) are fixedly connected to limit plates (20), the upper end of the drainage hole (18) is hinged with a movable baffle (19), and the two limit plates (20) are both located on the rear side of the movable baffle (19).

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