Bank reinforcement structure and construction method thereof

Abstract

The application provides a dike reinforcing structure and a construction method thereof. The dike reinforcing structure is characterized by the following steps: setting a left reinforcing column and a right reinforcing column to support the dike structure; setting a first left pad plate, a first right pad plate and a horizontal steel plate to form a U-shaped fixing groove in cooperation with a first vertical plate and a second vertical plate; setting a reinforcing steel plate in the U-shaped fixing groove; and reinforcing the reinforcing steel plate by using a left reinforcing rod and a right reinforcing rod to form a stable dike reinforcing system.

Description

[0001] Technical Field: This invention relates to the field of water conservancy engineering, specifically to a dike reinforcement structure and its construction method.

[0002] Background: Dikes are common water-retaining structures in hydraulic engineering. By constructing dikes, water storage structures such as rivers and lakes can be effectively blocked, ensuring the safety of the external structure of the dike. Dike structures are generally used in rivers or coastal areas to block river and ocean currents, forming a protective structure.

[0003] For dikes, they are generally gravity structures, using the weight of the dike itself to achieve stability. Their cross-section is generally trapezoidal, with a smaller side length on the upper surface, forming slopes on both sides of the upper surface to achieve a stable connection. For general dike structures, soil or soil-rock structures are used, which have a certain degree of permeability. In addition, the soil slopes can be greened. This type of structure is mostly used in the gentle sections of rivers, where the requirements for the dike's erosion resistance are not high. Using soil or soil-rock structures is convenient for construction and requires less investment.

[0004] River bends or dangerous sections have high water flow energy, making them generally unsuitable for earthen embankments. To improve the stability of embankments in dangerous sections, masonry or concrete embankments are typically constructed. However, dangerous sections are prone to high-energy water flows. While conventional concrete or masonry embankments offer some stability, they are generally difficult to raise or reinforce. Furthermore, when the water flow is high, overflowing can still occur, affecting structural safety.

[0005] Summary of the Invention: This invention addresses the problems of existing technologies by providing a dike reinforcement structure that improves the dike's performance and stability through reinforcement.

[0006] This invention provides a levee reinforcement structure, wherein the levee is a concrete levee located on a foundation. The concrete levee comprises a sand cushion layer, a gravel cushion layer, a levee main body, a left reinforcing column, and a right reinforcing column. The sand cushion layer is located on the foundation, the gravel cushion layer is located on the sand cushion layer, the levee main body has a trapezoidal cross-section, and is located on the gravel cushion layer. The left reinforcing column is located on the left side of the levee main body, and the right reinforcing column is located on the right side of the levee main body. The upper ends of the left and right reinforcing columns respectively extend beyond the upper surface of the levee main body. The lower ends of the left and right reinforcing columns pass through the crushed stone cushion layer and the sand cushion layer, respectively, and extend into the foundation. A first left pad is provided on the left reinforcing column, and a first right pad is provided on the right reinforcing column. The first left pad is fixed to the left reinforcing column with bolts, and the first right pad is fixed to the right reinforcing column with bolts. A horizontal steel plate is provided between the first left and the first right pads. A first vertical plate and a second vertical plate are fixedly provided on the horizontal steel plate. The horizontal steel plate, the first left pad, and the first right pad are all located within the main body of the embankment. The tops of the first and second vertical plates are flush and extend beyond the upper surface of the main body of the dike. The first and second vertical plates and the horizontal steel plate form a U-shaped groove. A U-shaped rubber pad is placed inside the U-shaped groove, and the U-shaped rubber pad is respectively attached to the first vertical plate, the second vertical plate, and the horizontal steel plate. A reinforcing steel plate is placed inside the U-shaped rubber pad. A second left pad is placed on the upper part of the left reinforcing column, and the second left pad is fixedly connected to the left reinforcing column by bolts. A first middle pad is placed on the left side of the reinforcing steel plate. The plate is fixedly connected to the reinforcing steel plate by bolts. A left reinforcing rod is set in front of the second left pad plate and the first middle pad plate. A second right pad plate is set on the upper part of the right reinforcing column. The second right pad plate is fixedly connected to the right reinforcing column by bolts. A second middle pad plate is set on the right side of the reinforcing steel plate. The second middle pad plate is fixedly connected to the reinforcing steel plate by bolts. A right reinforcing rod is set between the second middle pad plate and the second right pad plate. The height of the first middle pad plate is higher than that of the second middle pad plate. The height of the left reinforcing rod is higher than that of the right reinforcing rod.

[0007] Preferably, bolt holes are provided in the left reinforcing column, bolt holes are provided in the right reinforcing column, and bolt holes are provided in the reinforcing steel plate. The first left pad and the second left pad are fixed by bolts screwed into the bolt holes of the left reinforcing column; the first right pad and the second right pad are fixed by bolts screwed into the bolt holes of the right reinforcing column; and the first middle pad and the second middle pad are fixed by bolts screwed into the bolt holes of the reinforcing steel plate.

[0008] Preferably, the horizontal steel plate is integrally formed with the first left pad and the second left pad. During installation, the left and right reinforcing columns are first poured and bolt holes are reserved. Then, the reinforcing cage of the main structure of the embankment is tied. After that, the integrally formed horizontal steel plate, the first left pad, and the first right pad are transported to the construction site. The first left pad is fixed to the left reinforcing column with bolts, and the first right pad is fixed to the right reinforcing column with bolts. The first vertical plate is welded and fixed to the horizontal steel plate according to the preset position, and the second vertical plate is welded and fixed to the horizontal steel plate. U-shaped rubber pads are attached to the first vertical plate, the second vertical plate, and the horizontal steel plate. The upper surfaces of the first vertical plate and the second vertical plate are exposed on the surface of the main body of the embankment. After that, the formwork is erected, the concrete of the main body of the embankment is poured, and it is cured to the design strength.

[0009] Preferably, the U-shaped rubber pad is fixedly connected to the first vertical plate, the second vertical plate, and the horizontal steel plate by an adhesive.

[0010] Preferably, the second left pad, the first middle pad, and the left reinforcing rod are integrally formed and welded together. The left reinforcing column has a pre-drilled bolt hole corresponding to the position of the second left pad, and the reinforcing steel plate has a pre-drilled bolt hole corresponding to the position of the first middle pad. The second left pad is fixed by screwing bolts into the bolt holes of the left reinforcing column, and the first middle pad is fixed by screwing bolts into the bolt holes of the reinforcing steel plate, thereby fixing the left reinforcing rod.

[0011] Preferably, the second right pad, the second middle pad, and the right reinforcing rod are integrally formed and welded together. The right reinforcing column has a bolt hole pre-drilled at the position corresponding to the second right pad, and the reinforcing steel plate has a bolt hole pre-drilled at the position corresponding to the second middle pad. The second right pad is fixed by screwing bolts into the bolt holes of the right reinforcing column, and the first middle pad is fixed by screwing bolts into the bolt holes of the reinforcing steel plate, thereby fixing the right reinforcing rod.

[0012] This invention also provides a construction method for the above-mentioned embankment reinforcement structure, the construction method of which is as follows: First, the foundation is treated and debris is removed. Then, left and right reinforcement columns are installed in the foundation. For the left and right reinforcement columns, cast-in-place piles, jet grouting piles, or compaction piles are used. The top surface of the left and right reinforcement columns is higher than the upper surface of the main body of the embankment. After the left and right reinforcement columns are constructed, bolt holes are set at the corresponding positions, and a sand cushion layer and a crushed stone cushion layer are set on the foundation. The steel cage of the main structure of the embankment is tied, and the steel cage is used as structural steel reinforcement. The left and right reinforcement columns are roughened. The first left pad plate, horizontal steel plate, and first right pad plate are integrally formed in the factory, transported to the construction site, and installed on the left reinforcement column. The first left pad and the first right pad are fixed to the right reinforcing column to fix the horizontal steel plate. The first vertical plate and the second vertical plate are welded to the horizontal steel plate, and U-shaped rubber pads are attached to the groove formed by the first vertical plate, the second vertical plate and the horizontal steel plate. Then, the formwork is erected and the main structure concrete of the dike is poured and cured to the design strength. When the dike structure needs to be reinforced, the reinforcing steel plate is placed in the corresponding U-shaped groove. The two ends of the reinforcing steel plate should be located in the two U-shaped grooves in the longitudinal direction of the dike. The second left pad, the left reinforcing rod and the first middle pad are integrally formed in the factory. The second right pad, the right reinforcing rod and the second middle pad are integrally formed. The processed reinforcement system is transported to the dike and bolted for installation. The installation is used to reinforce and strengthen the dike.

[0013] The working principle of this invention is as follows:

[0014] The foundation is treated by setting up a sand cushion layer and a crushed stone cushion layer to improve the load-bearing capacity of the dike. Left and right reinforcing columns are installed, which pass through the sand cushion layer and the crushed stone cushion layer. These columns can be cast-in-place piles or compaction piles, serving as the load-bearing components of the entire dike structure to ensure its stability. The main body of the dike is made of reinforced concrete, and the reinforcing steel can be structural steel bars.

[0015] A reinforcing component is provided between the left and right reinforcing columns. The reinforcing component includes a first left pad and a first right pad, both of which are fixed to the left and right reinforcing columns by bolts. This fixing method can fix the first left pad, the first right pad, and the horizontal steel plate, ensuring the structural stress. The horizontal steel plate is the main load-bearing component of this invention and requires good fixing performance. The first left pad and the first right pad are used to fix the horizontal steel plate. Their connection can be integrally welded. A first vertical plate and a second vertical plate are provided on the horizontal steel plate, and a U-shaped rubber pad is installed to form a U-shaped groove. This U-shaped groove fixing setting has good fixing performance and is embedded in the main structure of the dike as a pre-embedded component.

[0016] For embankment structures, left and right reinforcing columns can be set at intervals along the longitudinal direction of the embankment structure. Horizontal steel plates are also set at intervals along the longitudinal direction of the embankment, forming U-shaped grooves. When reinforcement of the embankment is required, it is convenient to place the reinforcement directly in the U-shaped grooves. For non-linear embankment structures, reinforcing steel plates adapted to the central axis of the embankment can be used, and then left and right reinforcing rods can be used for fixation.

[0017] The left and right reinforcing rods are located on both sides of the reinforcing steel plate to achieve support and fixation. With the left and right reinforcing columns as the force points, a stable force system is formed. The rods are fixed with bolts, which facilitates installation and disassembly. The left and right reinforcing rods are staggered vertically to form an unbalanced force system, which improves the stress performance of the reinforcing steel plate. This reinforcement method is easier to operate and has higher stability.

[0018] The advantages of this invention are:

[0019] This invention provides a dike reinforcement structure and its construction method. By setting up left and right reinforcement columns, the dike structure is supported by force. A U-shaped fixing groove is formed by using a first left pad plate, a first right pad plate, and a horizontal steel plate, together with a first vertical plate and a second vertical plate. A reinforcement steel plate is placed in the U-shaped fixing groove, and the reinforcement steel plate is reinforced by the left and right reinforcement rods, forming a stable dike reinforcement system. Attached image description:

[0020] Figure 1 This is a schematic diagram of the structure of the present invention;

[0021] Figure 2 This is a schematic diagram of the superstructure of the dike.

[0022] Figure 3 A schematic diagram showing the installation of the reinforcing steel plate;

[0023] Figure 4 A schematic diagram showing the setup for the first and second vertical panels;

[0024] Figure 5 A schematic diagram showing the setup of the left reinforcing bar;

[0025] Figure 6 A schematic diagram showing the setup of the right reinforcement bar.

[0026] Detailed Description of Embodiments: The structure defined by the present invention will be explained in detail below with reference to the accompanying drawings.

[0027] This invention provides a levee reinforcement structure, wherein the levee is a concrete levee located on a foundation. The concrete levee comprises a sand cushion layer 1, a gravel cushion layer 2, a levee body 3, a left reinforcing column 4, and a right reinforcing column 5. The sand cushion layer 1 is located on the foundation, the gravel cushion layer 2 is located on the sand cushion layer 1, the levee body 3 has a trapezoidal cross-section, and is located on the gravel cushion layer 2. The left reinforcing column 4 is located on the left side of the levee body 3, and the right reinforcing column 5 is located on the right side of the levee body 3. The upper ends of the left and right reinforcing columns 4 and 5 respectively extend beyond the upper surface of the levee body 3. The lower ends of the reinforcing columns 5 pass through the crushed stone cushion layer 2 and the sand cushion layer 1 respectively, and extend into the foundation. A first left pad plate 41 is provided on the left reinforcing column 4, and a first right pad plate 51 is provided on the right reinforcing column 5. The first left pad plate 41 is fixed to the left reinforcing column 4 by bolts, and the first right pad plate 51 is fixed to the right reinforcing column 5 by bolts. A horizontal steel plate 6 is provided between the first left pad plate 41 and the first right pad plate 51. A first vertical plate 61 and a second vertical plate 62 are fixedly provided on the horizontal steel plate 6. The horizontal steel plate 6, the first left pad plate 41, and the first right pad plate 51 are all located within the main body of the embankment 3. The tops of the first vertical plate 61 and the second vertical plate 62 are flush and both extend beyond the upper surface of the main body of the dike 3. The first vertical plate 61, the second vertical plate 62, and the horizontal steel plate 6 form a U-shaped groove. A U-shaped rubber pad 63 is provided in the U-shaped groove. The U-shaped rubber pad 63 is respectively attached to the first vertical plate 61, the second vertical plate 62, and the horizontal steel plate 6. A reinforcing steel plate 7 is provided in the U-shaped rubber pad 63. A second left pad 42 is provided on the upper part of the left reinforcing column 4. The second left pad 42 is fixedly connected to the left reinforcing column 4 by bolts. A first middle pad 71 is provided on the left side of the reinforcing steel plate 7. The second left pad 42 is fixedly connected to the first middle pad 71 by bolts. A left reinforcing rod 8 is provided in front of the first middle pad 71. A second right pad 52 is provided on the upper part of the right reinforcing column 5. The second right pad 52 is fixedly connected to the right reinforcing column 5 by bolts. A second middle pad 72 is provided on the right side of the reinforcing steel plate 7. The second middle pad 72 is fixedly connected to the reinforcing steel plate 7 by bolts. A right reinforcing rod 9 is provided between the second middle pad 72 and the second right pad 52. The height of the first middle pad 71 is higher than that of the second middle pad 72. The height of the left reinforcing rod 8 is higher than that of the right reinforcing rod 9.

[0028] Preferably, the left reinforcing column 4 has bolt holes, the right reinforcing column 5 has bolt holes, and the reinforcing steel plate 7 has bolt holes. The first left pad 41 and the second left pad 42 are fixed by screwing bolts into the bolt holes of the left reinforcing column 4; the first right pad 51 and the second right pad 52 are fixed by screwing bolts into the bolt holes of the right reinforcing column 5; and the first middle pad 71 and the second middle pad 72 are fixed by screwing bolts into the bolt holes of the reinforcing steel plate 7.

[0029] Preferably, the horizontal steel plate 6 is integrally formed with the first left pad 41 and the second left pad 42. During installation, the left reinforcing column 4 and the right reinforcing column 5 are first poured and bolt holes are reserved. Then, the reinforcing cage of the main structure of the embankment is tied. After that, the integrally formed horizontal steel plate 6, the first left pad 41 and the first right pad 51 are transported to the construction site. The first left pad 41 is fixed to the left reinforcing column 4 with bolts, and the first right pad 51 is fixed to the right reinforcing column 5 with bolts. According to the preset position, the first vertical plate 61 is welded and fixed to the horizontal steel plate 6, and the second vertical plate 62 is welded and fixed to the horizontal steel plate 6. The U-shaped rubber pad 63 is attached to the first vertical plate 61, the second vertical plate 62 and the horizontal steel plate 6. The upper surfaces of the first vertical plate 61 and the second vertical plate 62 are exposed on the surface of the main body of the embankment 3. After that, the formwork is erected, the concrete of the main body of the embankment 3 is poured and cured to the design strength.

[0030] Preferably, the U-shaped rubber pad 63 is fixedly connected to the first vertical plate 61, the second vertical plate 62 and the horizontal steel plate 6 by an adhesive; this connection method is easy to install and has sufficient installation strength. The U-shaped rubber pad 63 has a certain elasticity and water-stopping performance, which can ensure sufficient reinforcement strength of the dike.

[0031] Preferably, the second left pad 42, the first middle pad 71, and the left reinforcing rod 8 are integrally formed and welded together. The left reinforcing column 4 has a bolt hole pre-drilled at the position corresponding to the second left pad 42, and the reinforcing steel plate 7 has a bolt hole pre-drilled at the position corresponding to the first middle pad 71. The second left pad 42 is fixed by screwing bolts into the bolt holes of the left reinforcing column 4, and the first middle pad 71 is fixed by screwing bolts into the bolt holes of the reinforcing steel plate 7, thereby fixing the left reinforcing rod 8.

[0032] Preferably, the second right pad 52, the second middle pad 72, and the right reinforcing rod 9 are integrally formed and welded together. The right reinforcing column 5 has a bolt hole pre-drilled at the position corresponding to the second right pad 52, and the reinforcing steel plate 7 has a bolt hole pre-drilled at the position corresponding to the second middle pad 72. The second right pad 52 is fixed by screwing bolts into the bolt holes of the right reinforcing column 5, and the first middle pad 71 is fixed by screwing bolts into the bolt holes of the reinforcing steel plate 7, thereby fixing the right reinforcing rod 9.

[0033] The embankment reinforcement structure provided by this invention is constructed as follows: First, the foundation is treated and debris is removed. Then, left reinforcement columns 4 and right reinforcement columns 5 are installed in the foundation. For the left reinforcement columns 4 and right reinforcement columns 5, cast-in-place piles, jet grouting piles, or compaction piles can be used. The top surfaces of the left reinforcement columns 4 and right reinforcement columns 5 are higher than the upper surface of the embankment main body 3. After the left reinforcement columns 4 and right reinforcement columns 5 are completed, bolt holes are installed at corresponding positions, and a sand cushion layer 1 and a gravel cushion layer 2 are installed on the foundation. The reinforcing cage of the embankment main body 3 is then tied. This reinforcing cage can be... The reinforcing steel bars are constructed, and the left reinforcing column 4 and the right reinforcing column 5 are roughened. The first left pad plate 41, the horizontal steel plate 6 and the first right pad plate 51 are integrally formed in the factory, transported to the construction site, and the first left pad plate 41 and the first right pad plate 51 are fixed on the left reinforcing column 4 and the right reinforcing column 5 to fix the horizontal steel plate 6. The first vertical plate 61 and the second vertical plate 62 are welded on the horizontal steel plate 6, and U-shaped rubber pads 63 are attached in the groove formed by the first vertical plate 61, the second vertical plate 62 and the horizontal steel plate 6. Then, the formwork is erected and the concrete of the main structure 3 of the embankment is poured and cured to the design strength.

[0034] When it is necessary to reinforce the embankment structure, the reinforcing steel plate 7 is placed into the corresponding U-shaped groove. The two ends of the reinforcing steel plate 7 should be located in the two U-shaped grooves in the longitudinal direction of the embankment. The second left pad 42, the left reinforcing rod 8, and the first middle pad 71 are integrally formed in the factory. The second right pad 52, the right reinforcing rod 9, and the second middle pad 72 are also integrally formed. The processed reinforcement system is then transported to the embankment for bolt installation. The embankment is reinforced and strengthened through installation.

[0035] This reinforcement method can quickly increase the height of the dike. It can achieve rapid construction and quick effect when waterproofing and flood control in dangerous sections of the dike. It is especially suitable for dangerous sections of river dikes. It can reduce the engineering cost caused by raising the dike and also achieve a better flood control effect.

[0036] The above embodiments are merely preferred embodiments of the present invention. The scope of protection of the present invention should not be considered as limited to the specific forms described in the embodiments. The scope of protection of the present invention also includes equivalent technical means that can be conceived by those skilled in the art based on the concept of the present invention.

Claims

1. A dike reinforcement structure, wherein the dike is a concrete dike located on a foundation, characterized in that: The concrete embankment includes a sand cushion layer, a gravel cushion layer, the main body of the embankment, a left reinforcing column, and a right reinforcing column. The sand cushion layer is located on the foundation, and the gravel cushion layer is located on top of the sand cushion layer. The main body of the embankment has a trapezoidal cross-section and is situated on the gravel cushion layer. The left reinforcing column is located on the left side of the main body of the embankment, and the right reinforcing column is located on the right side. The upper ends of the left and right reinforcing columns extend beyond the upper surface of the main body of the embankment, and the lower ends of the left and right reinforcing columns pass through the gravel cushion layer and the sand cushion layer, respectively. A cushion layer is laid deep into the foundation. A first left cushion plate is installed on the left reinforcing column, and a first right cushion plate is installed on the right reinforcing column. The first left cushion plate is fixed to the left reinforcing column with bolts, and the first right cushion plate is fixed to the right reinforcing column with bolts. A horizontal steel plate is installed between the first left cushion plate and the first right cushion plate. A first vertical plate and a second vertical plate are fixedly installed on the horizontal steel plate. The horizontal steel plate, the first left cushion plate, and the first right cushion plate are all located within the main body of the embankment. The tops of the first vertical plate and the second vertical plate are flush. All of these extend beyond the upper surface of the main body of the dike. The first vertical plate, the second vertical plate, and the horizontal steel plate form a U-shaped groove. A U-shaped rubber pad is installed inside the U-shaped groove, and the U-shaped rubber pad is respectively fitted to the first vertical plate, the second vertical plate, and the horizontal steel plate. A reinforcing steel plate is installed inside the U-shaped rubber pad. A second left pad is installed on the upper part of the left reinforcing column, and the second left pad is fixedly connected to the left reinforcing column by bolts. A first middle pad is installed on the left side of the reinforcing steel plate, and the first middle pad is connected to the reinforcing steel plate by... The system is bolted together. A left reinforcing rod is installed between the second left pad and the first middle pad. A second right pad is installed on the upper part of the right reinforcing column. The second right pad is bolted to the right reinforcing column. A second middle pad is installed on the right side of the reinforcing steel plate. The second middle pad is bolted to the reinforcing steel plate. A right reinforcing rod is installed between the second middle pad and the second right pad. The height of the first middle pad is higher than that of the second middle pad. The height of the left reinforcing rod is higher than that of the right reinforcing rod.

2. The dike reinforcement structure as described in claim 1, characterized in that: Bolt holes are provided in the left reinforcing column, bolt holes are provided in the right reinforcing column, and bolt holes are provided in the reinforcing steel plate. The first left pad and the second left pad are fixed by bolts screwed into the bolt holes of the left reinforcing column; the first right pad and the second right pad are fixed by bolts screwed into the bolt holes of the right reinforcing column; the first middle pad and the second middle pad are fixed by bolts screwed into the bolt holes of the reinforcing steel plate.

3. The dike reinforcement structure as described in claim 1, characterized in that: The horizontal steel plate is integrally formed with the first left pad and the first right pad. During installation, the left and right reinforcing columns are first poured and bolt holes are reserved. Then, the steel cage of the main structure of the embankment is tied. After that, the integrally formed horizontal steel plate, the first left pad and the first right pad are transported to the construction site. The first left pad is fixed to the left reinforcing column with bolts, and the first right pad is fixed to the right reinforcing column with bolts. According to the preset position, the first vertical plate is welded and fixed to the horizontal steel plate, and the second vertical plate is welded and fixed to the horizontal steel plate. U-shaped rubber pads are attached to the first vertical plate, the second vertical plate and the horizontal steel plate. The upper surfaces of the first vertical plate and the second vertical plate are exposed on the surface of the main body of the embankment. After that, the formwork is erected, the concrete of the main body of the embankment is poured and cured to the design strength.

4. The dike reinforcement structure as described in claim 3, characterized in that: The U-shaped rubber pad is fixedly connected to the first vertical plate, the second vertical plate, and the horizontal steel plate by an adhesive.

5. The dike reinforcement structure as described in claim 1, characterized in that: The second left pad, the first middle pad, and the left reinforcing rod are integrally formed and welded together. The left reinforcing column has a pre-drilled bolt hole corresponding to the position of the second left pad, and the reinforcing steel plate has a pre-drilled bolt hole corresponding to the position of the first middle pad. The second left pad is fixed by screwing bolts into the bolt holes of the left reinforcing column, and the first middle pad is fixed by screwing bolts into the bolt holes of the reinforcing steel plate, thereby fixing the left reinforcing rod.

6. The dike reinforcement structure as described in claim 1, characterized in that: The second right pad, the second middle pad, and the right reinforcing rod are integrally formed and welded together. The right reinforcing column has a pre-drilled bolt hole corresponding to the position of the second right pad, and the reinforcing steel plate has a pre-drilled bolt hole corresponding to the position of the second middle pad. The second right pad is fixed by screwing bolts into the bolt holes of the right reinforcing column, and the first middle pad is fixed by screwing bolts into the bolt holes of the reinforcing steel plate, thereby fixing the right reinforcing rod.

7. The construction method of the dike reinforcement structure as described in any one of claims 1-6, the construction method is as follows: First, the foundation is treated and debris is removed. Then, left and right reinforcement columns are installed in the foundation. For the left and right reinforcement columns, cast-in-place piles, jet grouting piles, or compaction piles are used. The top surface of the left and right reinforcement columns is higher than the upper surface of the main body of the dike. After the left and right reinforcement columns are constructed, bolt holes are set at the corresponding positions, and a sand cushion layer and a crushed stone cushion layer are set on the foundation. The steel cage of the main structure of the dike is tied. The steel cage is a structural steel cage. The left and right reinforcement columns are roughened. The first left pad plate, horizontal steel plate, and first right pad plate are integrally formed in the factory and transported to the construction site. The first left pad and the first right pad are fixed on the left and right reinforcing columns to fix the horizontal steel plate. The first vertical plate and the second vertical plate are welded on the horizontal steel plate, and U-shaped rubber pads are attached in the groove formed by the first vertical plate, the second vertical plate and the horizontal steel plate. Then, the formwork is erected and the main structure concrete of the dike is poured and cured to the design strength. When the dike structure needs to be reinforced, the reinforcing steel plate is placed in the corresponding U-shaped groove. The two ends of the reinforcing steel plate should be located in the two U-shaped grooves in the longitudinal direction of the dike. The second left pad, the left reinforcing rod and the first middle pad are integrally formed in the factory, as are the second right pad, the right reinforcing rod and the second middle pad. The processed reinforcement system is transported to the dike for bolt installation. The installation is used to reinforce and strengthen the dike.

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