River bank slope protection structure and river bank slope protection method

Abstract

This invention provides a riverbank protection structure, including a lifting plate, a fixed plate, a first lifting hydraulic rod, a fixed connecting seat, a horizontal hydraulic rod, and a baffle. The fixed plate is fixedly installed on the riverbank, and the lifting plate is slidably connected to the fixed plate. The telescopic end of the first lifting hydraulic rod is fixedly connected to the lifting plate, and its fixed end is connected to the fixed end of the horizontal hydraulic rod through the fixed connecting seat, allowing hydraulic oil to circulate within both the first lifting hydraulic rod and the horizontal hydraulic rod. The fixed connecting seat is bolted to the fixed plate, and the telescopic end of the horizontal hydraulic rod is fixedly connected to the baffle. When the water level in the river rises, the water flow impacts the baffle, and the baffle applies pressure to the telescopic end of the horizontal hydraulic rod, forcing hydraulic oil into the first lifting hydraulic rod. The telescopic end of the first lifting hydraulic rod then lifts the lifting plate, allowing the lifting plate to rise to different heights depending on the size of the water flow, thus adapting to floods of varying magnitudes and protecting the upper part of the riverbank from flood impact.

Description

Technical Field

[0001] This invention belongs to the field of riverbank protection, specifically relating to a riverbank protection structure and a riverbank protection method. Background Technology

[0002] As drainage channels, the rationality of riverbank slope design directly affects the river's flood control and prevention capabilities. If the upper part of the riverbank is constantly impacted by floods, its height will decrease, affecting its flood control and prevention capacity. Currently, riverbank slopes are often reinforced with silt periodically to maintain a relatively stable height, but this method typically consumes significant manpower and resources, and the flood control capacity of silt-filled banks is limited. In the event of a large flood, insufficient bank height will render the flood control and prevention ineffective. Furthermore, constructing excessively high riverbanks requires substantial resources and poses safety risks, hindering rescue efforts in the event of a fall into the water. Therefore, this invention provides a riverbank protection structure and method. Summary of the Invention

[0003] This invention provides a riverbank slope protection structure and method to solve the aforementioned problems existing in current riverbank slopes. The specific solution is as follows:

[0004] A riverbank slope protection structure includes a lifting plate, a fixed plate, a first lifting hydraulic rod, a fixed connecting seat, a horizontal hydraulic rod, and a baffle. The fixed plate is fixedly installed on the riverbank slope. The lifting plate is slidably connected to the fixed plate. The telescopic end of the first lifting hydraulic rod is fixedly connected to the lifting plate, and its fixed end is connected to the fixed end of the horizontal hydraulic rod through the fixed connecting seat, allowing hydraulic oil to circulate in the first lifting hydraulic rod and the horizontal hydraulic rod. The fixed connecting seat is bolted to the fixed plate, and the telescopic end of the horizontal hydraulic rod is fixedly connected to the baffle.

[0005] Furthermore, the lifting plate is provided with two sliders, and the fixed plate is provided with two sliding grooves, and the two sliders can slide in the two sliding grooves.

[0006] Furthermore, the fixing plate is provided with a plug rod, which is used to insert into the riverbank slope.

[0007] Furthermore, the insertion rod is provided with multiple inverted blocks, and the inverted blocks are elastic.

[0008] Furthermore, a second lifting hydraulic rod is provided between the lifting plate and the fixed plate.

[0009] Specifically, the present invention provides a method for riverbank protection, comprising the following steps:

[0010] S1: Insert the rod on the fixed plate into the riverbank slope, then slide the slider on the lifting plate into the groove on the fixed plate, fix the telescopic end of the first lifting hydraulic rod to the lifting plate, and connect its fixed end to the fixed end of the horizontal hydraulic rod through the fixed connecting seat, so that the hydraulic oil in the first lifting hydraulic rod and the horizontal hydraulic rod can circulate. Set the fixed connecting seat bolt on the fixed plate, and set the telescopic end of the horizontal hydraulic rod with a baffle.

[0011] S2: When the water level in the river rises and the water flow increases, the water flow impacts the baffle, and the baffle applies pressure to the extension end of the horizontal hydraulic rod, squeezing the hydraulic oil into the first lifting hydraulic rod. The extension end of the first lifting hydraulic rod lifts the lifting plate and slides it upward along the riverbank slope, and the second lifting hydraulic rod rises.

[0012] S3: When the water level drops, the lifting plate slides downwards at an angle under the action of gravity, squeezing the hydraulic oil in the first lifting hydraulic rod into the horizontal hydraulic rod, and the extension end of the horizontal hydraulic rod resets the baffle.

[0013] The beneficial effects of this invention are:

[0014] 1. When the water level in the river rises and the water flow increases, the water flow impacts the baffle. The baffle applies pressure to the extension end of the horizontal hydraulic rod, squeezing hydraulic oil into the first lifting hydraulic rod. The extension end of the first lifting hydraulic rod lifts the lifting plate, which slides upward along the riverbank. This allows the lifting plate to rise to different heights depending on the size of the water flow, thus adapting to floods of different sizes and protecting the upper part of the riverbank from flood impact.

[0015] 2. Because the lifting platform can change its degree of elevation according to the size of the flood, it can withstand floods of different sizes and solve the safety problems caused by excessively high riverbank construction.

[0016] 3. By setting a second lifting hydraulic rod, the lifting platform can be supported, ensuring that it will not be destroyed by a large flood.

[0017] 4. By setting multiple inverted blocks on the insertion rod, the inverted blocks can prevent the insertion rod from being pulled out after it is inserted into the riverbank, thus ensuring that the fixing plate can remain fixed to the riverbank for a long time. Attached Figure Description

[0018] Figure 1 This is a schematic diagram of a riverbank slope protection structure and its installation.

[0019] Figure 2 This is a schematic diagram of the overall structure of a riverbank slope protection structure.

[0020] Figure 3 This is a schematic diagram of the lifting platform.

[0021] Figure 4 This is a structural diagram of the fixed plate;

[0022] Figure 5 for Figure 1 A magnified view of a portion of point A in the middle;

[0023] Figure 6 for Figure 2 A magnified view of a portion of point B in the middle;

[0024] Figure 7 This is a flowchart of a riverbank slope protection method.

[0025] In the diagram: 1. Lifting plate; 2. Fixed plate; 3. First lifting hydraulic rod; 4. Fixed connecting seat; 5. Horizontal hydraulic rod; 6. Baffle; 7. Sliding block; 8. Slide groove; 9. Insert rod; 10. Inverted block; 11. Second lifting hydraulic rod; 12. Riverbank slope. Detailed Implementation

[0026] The technical solutions of the present invention will be clearly and completely described below with reference to the accompanying drawings of the embodiments of the present invention. Obviously, the described embodiments are only some embodiments of the present invention, and not all embodiments.

[0027] like Figure 1 , Figure 2 , Figure 5 , Figure 6 As shown, the present invention provides a riverbank slope protection structure, including a lifting plate 1, a fixed plate 2, a first lifting hydraulic rod 3, a fixed connecting seat 4, a horizontal hydraulic rod 5, and a baffle 6. The fixed plate 2 is fixedly installed on the riverbank slope 12. The lifting plate 1 and the fixed plate 2 are slidably connected. The telescopic end of the first lifting hydraulic rod 3 is fixedly connected to the lifting plate 1. Its fixed end is connected to the fixed end of the horizontal hydraulic rod 5 through the fixed connecting seat 4, so that the hydraulic oil in the first lifting hydraulic rod 3 and the horizontal hydraulic rod 5 can flow. The fixed connecting seat 4 is bolted to the fixed plate 2. The telescopic end of the horizontal hydraulic rod 5 is fixedly connected to the baffle 6.

[0028] like Figure 2 , Figure 3 , Figure 4 As shown, the lifting plate 1 is equipped with two sliders 7, and the fixed plate 2 is equipped with two sliding grooves 8. The two sliders 7 can slide in the two sliding grooves 8. The fixed plate 2 is equipped with an insertion rod 9, which is used to insert into the riverbank slope 12. The insertion rod 9 is equipped with multiple inverted blocks 10, which are elastic. Figure 2 , Figure 6 As shown, a second lifting hydraulic rod 11 is provided between the lifting plate 1 and the fixed plate 2.

[0029] In the above-mentioned process, multiple fixing plates 2 can be welded together during installation to ensure a stable connection, thereby improving the overall stability of the fixing plates 2 and enhancing flood control capabilities. The fixed end of the first lifting hydraulic rod 3 is sealed and waterproofed at the connection point with the fixed end of the horizontal hydraulic rod 5 via the fixed connecting seat 4.

[0030] like Figure 7 As shown, the present invention provides a method for riverbank protection, comprising the following steps:

[0031] S1: Insert the rod 9 on the fixed plate 2 into the riverbank slope 12, then slide the slider 7 on the lifting plate 1 into the sliding groove 8 on the fixed plate 2, fix the telescopic end of the first lifting hydraulic rod 3 to the lifting plate 1, and connect its fixed end to the fixed end of the horizontal hydraulic rod 5 through the fixed connecting seat 4, so that the hydraulic oil in the first lifting hydraulic rod 3 and the horizontal hydraulic rod 5 can flow. Set the fixed connecting seat 4 on the fixed plate 2 with a bolt, and set the telescopic end of the horizontal hydraulic rod 5 with a baffle 6.

[0032] S2: When the water level in the river rises and the water flow increases, the water flow impacts the baffle 6, and the baffle 6 applies pressure to the telescopic end of the horizontal hydraulic rod 5, squeezing the hydraulic oil into the first lifting hydraulic rod 3. The telescopic end of the first lifting hydraulic rod 3 lifts the lifting plate 1 and slides obliquely upward along the riverbank slope 12, and the second lifting hydraulic rod 11 rises.

[0033] S3: When the water level drops, under the action of gravity, the lifting plate 1 slides downward at an angle, squeezing the hydraulic oil in the first lifting hydraulic rod 3 into the horizontal hydraulic rod 5, and the telescopic end of the horizontal hydraulic rod 5 resets the baffle 6.

[0034] In the above description, when the water level in the river rises and the water flow increases, the water flow impacts the baffle 6. The baffle 6 applies pressure to the telescopic end of the horizontal hydraulic rod 5, forcing hydraulic oil into the first lifting hydraulic rod 3. The telescopic end of the first lifting hydraulic rod 3 lifts the lifting plate 1, which slides obliquely upward along the riverbank 12. This allows the lifting plate 1 to rise to different heights depending on the size of the water flow, thus adapting to floods of varying sizes and protecting the upper part of the riverbank 12 from flood impact. Because the lifting plate 1 can change its elevation according to different flood sizes, it can withstand floods of varying sizes and solve the safety problems caused by excessively high riverbank 12 slopes. By setting a second lifting hydraulic rod 11, it can provide support for the lifting plate 1, ensuring that the lifting plate 1 will not be destroyed by large floods. By setting multiple inverted blocks 10 on the insertion rod 9, when the insertion rod 9 is inserted into the riverbank slope 12, the inverted blocks 10 can prevent the insertion rod 9 from being pulled out, thereby allowing the fixing plate 2 to remain fixed to the riverbank slope 12 for a long time.

[0035] It will be apparent to those skilled in the art that the present invention is not limited to the details of the exemplary embodiments described above, and that the invention can be implemented in other specific forms without departing from its spirit or essential characteristics. Therefore, the embodiments should be considered in all respects as exemplary and non-limiting, and the scope of the invention is defined by the appended claims rather than the foregoing description. Thus, all variations falling within the meaning and scope of equivalents of the claims are intended to be included within the present invention. No reference numerals in the claims should be construed as limiting the scope of the claims.

Claims

1. A riverbank slope protection structure, characterized in that: The system includes a lifting plate (1), a fixed plate (2), a first lifting hydraulic rod (3), a fixed connecting seat (4), a horizontal hydraulic rod (5), and a baffle (6). The fixed plate (2) is fixedly installed on the riverbank slope (12). The lifting plate (1) is slidably connected to the fixed plate (2). The telescopic end of the first lifting hydraulic rod (3) is fixedly connected to the lifting plate (1), and its fixed end is connected to the fixed end of the horizontal hydraulic rod (5) through the fixed connecting seat (4), so that the first lifting hydraulic rod (3) can be extended. 3) Hydraulic oil flows through the horizontal hydraulic rod (5), the fixed connecting seat (4) is bolted on the fixed plate (2), and the telescopic end of the horizontal hydraulic rod (5) is fixedly connected to the baffle (6); two sliders (7) are provided on the lifting plate (1), and two sliding grooves (8) are provided on the fixed plate (2), and the two sliders (7) can slide in the two sliding grooves (8); a plug rod (9) is provided on the fixed plate (2), and the plug rod (9) is used to insert into the riverbank slope (12).

2. The riverbank slope protection structure according to claim 1, characterized in that: The insertion rod (9) is provided with a plurality of inverted blocks (10), and the inverted blocks (10) are elastic.

3. The riverbank protection structure according to claim 2, characterized in that: A second lifting hydraulic rod (11) is provided between the lifting plate (1) and the fixed plate (2).

4. A method for riverbank slope protection, wherein the method is applied to the riverbank slope protection structure described in claim 3, characterized in that, Includes the following steps: S1: Insert the rod (9) on the fixed plate (2) into the riverbank slope (12), then slide the slider (7) on the lifting plate (1) and the groove (8) on the fixed plate (2) to connect them. Fix the telescopic end of the first lifting hydraulic rod (3) to the lifting plate (1). Its fixed end is connected to the fixed end of the horizontal hydraulic rod (5) through the fixed connecting seat (4), so that the hydraulic oil in the first lifting hydraulic rod (3) and the horizontal hydraulic rod (5) can circulate. Set the bolt of the fixed connecting seat (4) on the fixed plate (2). The telescopic end of the horizontal hydraulic rod (5) is provided with a baffle (6). S2: When the water level in the river rises and the water flow increases, the water flow impacts the baffle (6), the baffle (6) applies pressure to the extension end of the horizontal hydraulic rod (5), and squeezes the hydraulic oil into the first lifting hydraulic rod (3). The extension end of the first lifting hydraulic rod (3) lifts the lifting plate (1) and slides obliquely upward along the riverbank slope (12). The second lifting hydraulic rod (11) rises. S3: When the water level drops, under the action of gravity, the lifting plate (1) slides downward at an angle, squeezing the hydraulic oil in the first lifting hydraulic rod (3) into the horizontal hydraulic rod (5), and the extension end of the horizontal hydraulic rod (5) resets the baffle (6).

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