A dike reinforcement structure

Abstract

This utility model discloses a dike reinforcement structure, relating to the field of hydraulic slope protection technology. The structure includes a slope protection box and anchor bolts. The slope protection box comprises an upper slope box section, a horizontal box section, and a lower slope box section connected as a single unit and internally interconnected. Two water inlets are provided on the outer wall of the lower slope box section; two ventilation holes are provided at the upper end of the upper slope box section. This utility model's slope protection box, with its upper, horizontal, and lower slope box sections connected as a single unit, provides comprehensive protection for the dike slope, effectively preventing water erosion and washout. The water inlets and ventilation holes help balance the pressure inside the box. It is particularly suitable for dike reinforcement projects in rivers, lakes, and coastal areas, especially in environments with rapid water flow and long-term erosion and wave impact. It allows for rapid installation during the flood season, significantly improving the stability and wave-resistant capability of the dike, effectively extending its service life, and ensuring the safety of the surrounding area.

Description

Technical Field

[0001] This utility model belongs to the field of water conservancy slope protection technology, and in particular relates to a dike reinforcement structure. Background Technology

[0002] In the field of water conservancy engineering, dikes are important facilities for flood control and protecting the safety of coastal areas, and their stability and safety are of paramount importance. However, affected by natural environmental factors such as water erosion, wave impact, and changes in geological conditions, dike structures are prone to damage, leading to a decline in flood control capacity and even serious consequences such as dike breaches.

[0003] Traditional methods for reinforcing dikes often involve riprap, masonry, or concrete pouring. While these methods enhance the stability of dikes to some extent, they also have many limitations. For example, riprap and masonry structures are easily eroded by water flow and require frequent maintenance; concrete structures may crack due to temperature changes, foundation settlement, and other factors, affecting the reinforcement effect.

[0004] Traditional reinforcement methods often require draining water from the river before construction can begin, and the construction process is lengthy and subject to various conditions, making it difficult to carry out emergency reinforcement work during the flood season.

[0005] To address the shortcomings of existing dike reinforcement technologies, the industry is continuously exploring new reinforcement methods and structures. Among these, the use of precast components for dike reinforcement has become a trend. However, existing precast component reinforcement structures still have some problems, such as weak connections between components, insufficient overall stability, and limited wave-resistant capabilities. Especially in waters with rapid currents and large waves, existing reinforcement structures struggle to meet the requirements for long-term stability and wave protection.

[0006] Therefore, developing a levee reinforcement structure that is structurally stable, has strong wave-resistant capabilities, and is easy to install and maintain is of great significance for improving the flood control capacity of levees and ensuring the safety of coastal areas. Utility Model Content

[0007] The purpose of this utility model is to provide a dike reinforcement structure that can quickly reinforce dikes during the flood season by combining slope protection boxes and anchor bolts.

[0008] To solve the above-mentioned technical problems, this utility model is achieved through the following technical solution:

[0009] This utility model is a dike reinforcement structure, including a slope protection box and anchor bolts; the slope protection box includes an upper slope box section, a horizontal box section and a lower slope box section connected as one piece and internally interconnected; the outer wall of the lower slope box section has two water inlets; the upper slope box section has two ventilation holes at its upper end; two rows of single lugs are fixed on the upper slope box section; a row of lower-end grounding plugs are fixed between the lower wall of the horizontal box section and the outer wall of the adjacent slope of the lower slope box section.

[0010] As a preferred embodiment of this utility model, an anchoring connection plate is fixed to the upper end of the slope protection box; a row of first anchoring guide holes that cooperate with the anchor rod are provided on the anchoring connection plate; a row of second anchoring guide holes that cooperate with the anchor rod are provided on the anchoring connection plate.

[0011] As a preferred embodiment of this utility model, a lifting lug is fixed to the upper end face of the upper inclined box section and the upper end face of the horizontal box section respectively.

[0012] As a preferred embodiment of this utility model, partition plates are fixed inside the upper inclined box section, the horizontal box section, and the lower inclined box section.

[0013] As a preferred technical solution of this utility model, a row of horizontally arranged wave-breaking plates is fixed on the outer wall of the upper inclined box section away from the slope; a row of protective steel bars evenly distributed along the span direction is fixed on the outer wall of the upper inclined box section away from the slope.

[0014] As a preferred embodiment of this utility model, the lower end of the grounding plug has a triangular structure; the inner side of the lower grounding plug is flush with the outer wall of the upper slope box section relative to the slope.

[0015] As a preferred embodiment of this utility model, the anchor rod includes a cylindrical rod body; a coaxially arranged chisel rod is fixed to the lower end of the cylindrical rod body; a helical blade is fixed to the outer wall of the chisel rod; a limiting plate is fixed to the upper end of the cylindrical rod body; and a hexagonal prism head coaxially arranged with the cylindrical rod body is fixed to the upper end of the limiting plate.

[0016] This utility model has the following beneficial effects:

[0017] 1. This utility model is particularly applicable to the reinforcement of dikes in water bodies such as rivers, lakes, and coastlines. Especially in environments with rapid water flow and dikes subjected to long-term water erosion and wave impact, it can be quickly installed and constructed during the flood season, significantly improving the stability and wave resistance of the dikes, effectively extending the service life of the dikes, and ensuring the safety of the surrounding areas.

[0018] 2. This utility model's slope protection box is composed of an upper slope box section, a horizontal box section, and a lower slope box section connected as a whole, forming comprehensive protection for the embankment slope and effectively preventing water erosion and washout. The inclusion of an inlet and a vent helps balance the pressure inside the box, preventing structural damage caused by pressure changes and ensuring the long-term stability of the slope protection box.

[0019] 3. The lower end of the grounding plug of this utility model has a triangular structure, which can penetrate deep into the ground and be flush with the outer wall of the slope relative to the upper slope box section, significantly enhancing the connection stability between the slope protection box and the ground and preventing the structure from sliding or tilting.

[0020] 4. The wave-damping plate and protective steel bars fixed on the slope protection box of this utility model can effectively resist wave impact, reduce wave damage to the dike, and protect the safety of the dike.

[0021] 5. This utility model's anchor rod penetrates deep into the soil layer, forming a tight connection with it, thus firmly integrating the slope protection box with the soil layer. This significantly enhances the stability of the overall structure and prevents displacement or deformation due to external forces. The spiral blades increase the contact area between the anchor rod and the soil layer, improving the anchoring force and ensuring the stable position of the anchor rod in the soil layer.

[0022] 6. The slope protection box and anchor bolts of this utility model have a reasonable structural design, reliable component connections, and are easy to install and maintain. The lifting lugs facilitate the hoisting and installation of the slope protection box, improving construction efficiency.

[0023] Of course, any product implementing this utility model does not necessarily need to achieve all of the advantages described above at the same time. Attached Figure Description

[0024] To more clearly illustrate the technical solutions of the embodiments of this utility model, the accompanying drawings used in the description of the embodiments 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.

[0025] Figure 1 This is a schematic diagram of multiple dike reinforcement structures arranged side by side.

[0026] Figure 2 This is a structural schematic diagram of a slope protection box.

[0027] Figure 3 This is a schematic diagram of the anchor bolt structure.

[0028] Figure 4 This is a schematic diagram showing the real-time installation status of the dike reinforcement structure of this utility model.

[0029] The attached diagram lists the components represented by each number as follows:

[0030] 1-Slope protection box, 11-Upper slope box section, 12-Horizontal box section, 13-Lower slope box section, 14-Water inlet, 15-Ventilation hole, 16-Single lug, 17-Lower grounding plug plate, 18-Anchoring connection plate, 19-First anchoring guide hole, 110-Second anchoring guide hole, 111-Lifting lug, 112-Divider plate, 113-Wave baffle, 114-Protective steel bar, 2-Anchor rod, 21-Cylindrical rod body, 22-Drill rod, 23-Helical blade, 24-Limiting plate, 25-Hexagonal prism head. Detailed Implementation

[0031] 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 scope of protection of the present utility model. Specific Implementation Example 1:

[0033] Please see Figure 1-4 As shown, this utility model is a dike reinforcement structure, including a slope protection box 1 and anchor bolts 2. The anchor bolts 2 penetrate deep into the soil layer, tightly connecting the slope protection box 1 to the soil layer, significantly enhancing the stability of the overall structure. The slope protection box 1 includes an upper slope box section 11, a horizontal box section 12, and a lower slope box section 13, which are connected as a single unit and internally interconnected. The slope protection box 1 protects the dike slope through its overall structure, effectively preventing water erosion and washout. Two water inlets 14 are provided on the outer wall of the lower slope box section 13. Two vent holes 15 are provided at the upper end of the upper slope box section 11. The water inlets 14 and vent holes 15 help balance the pressure inside the box, preventing structural damage caused by pressure changes, and also facilitate the installation of the slope protection box 1 downwards along the slope. Two rows of single lugs 16 are fixed on the upper slope box section 11, and adjacent slope protection boxes 1 are connected to the single lugs 16 as a single unit by bolts and nuts. A row of lower grounding plugs 17 are fixed between the lower wall of the horizontal box section 12 and the outer wall of the adjacent slope of the lower sloping box section 13. The lower end of the lower grounding plug 17 has a triangular structure, which is inserted into the ground. The inner side of the lower grounding plug 17 is flush with the outer wall of the upper sloping box section 11 relative to the slope, which enhances the connection stability between the structure and the ground.

[0034] The slope protection box 1 is fixed with an anchoring connection plate 18 at its upper end. The anchoring connection plate 18 has a row of first anchoring guide holes 19 that mate with the anchor rods 2. The anchoring connection plate 18 also has a row of second anchoring guide holes 110 that mate with the anchor rods 2.

[0035] To facilitate rapid hoisting and construction, a lifting lug 111 is fixed on the upper end face of the upper inclined box section 11 and the upper end face of the horizontal box section 12, respectively.

[0036] Among them, partition plates 112 are fixed inside the upper slope box section 11, the horizontal box section 12 and the lower slope box section 13, which divide the interior into two areas to reduce the unstable shaking when the water surges inside, and the partition plates 112 can strengthen the structural strength of the slope protection box 1.

[0037] The upper slope box section 11 has a row of horizontally arranged wave-breaking plates 113 fixed to its outer wall away from the slope. A row of protective steel bars 114, evenly distributed along the span direction, is also fixed to the outer wall of the upper slope box section 11 away from the slope. The wave-breaking plates 113 and protective steel bars 114 fixed to the slope protection box 1 effectively resist wave impact and protect the safety of the dike.

[0038] The anchor bolt 2 includes a cylindrical rod body 21. A coaxially arranged chisel 22 is fixed to the lower end of the cylindrical rod body 21. A helical blade 23 is fixed to the outer wall of the chisel 22. A limiting plate 24 is fixed to the upper end of the cylindrical rod body 21. A hexagonal prism head 25, coaxially arranged with the cylindrical rod body 21, is fixed to the upper end of the limiting plate 24. The chisel 22 and helical blade 23 of the anchor bolt 2 are inserted into the soil layer, and the anchor bolt 2 is driven deeper into the soil layer by rotation or hammering until the limiting plate 24 contacts the anchoring connection plate 18.

[0039] In the description of this specification, references to terms such as "an embodiment," "example," "specific example," etc., indicate that a specific feature, structure, material, or characteristic described in connection with that embodiment or example is included in at least one embodiment or example of the present invention. In this specification, the illustrative expressions of the above terms do not necessarily refer to the same embodiment or example. Furthermore, the specific features, structures, materials, or characteristics described may be combined in any suitable manner in one or more embodiments or examples.

[0040] The preferred embodiments of this utility model disclosed above are merely illustrative of the present utility model. These preferred embodiments do not exhaustively describe all details, nor do they limit the utility model to the specific implementations described. Clearly, many modifications and variations can be made based on the content of this specification. This specification selects and specifically describes these embodiments to better explain the principles and practical applications of this utility model, thereby enabling those skilled in the art to better understand and utilize it. This utility model is limited only by the claims and their full scope and equivalents.

Claims

1. A dike reinforcement structure, characterized in that: Includes slope protection box (1) and anchor bolt (2); The slope protection box (1) includes an upper slope box section (11), a horizontal box section (12) and a lower slope box section (13) that are connected as one unit and internally interconnected. The lower inclined box section (13) has two water inlets (14) on its outer wall; the upper inclined box section (11) has two vent holes (15) at its upper end. Two rows of single lugs (16) are fixed on the upper inclined box section (11); A row of lower grounding plugs (17) is fixed between the lower wall of the horizontal box section (12) and the outer wall of the adjacent slope of the lower slope box section (13).

2. The levee reinforcement structure of claim 1, wherein An anchoring plate (18) is fixed at the upper end of the slope protection box (1); a row of first anchoring guide holes (19) that cooperate with the anchor rod (2) are opened on the anchoring plate (18); a row of second anchoring guide holes (110) that cooperate with the anchor rod (2) are opened on the anchoring plate (18).

3. The levee reinforcement structure of claim 1, wherein The upper end face of the upper inclined box section (11) and the upper end face of the horizontal box section (12) are respectively fixed with a lifting lug (111).

4. The levee reinforcement structure of claim 1, wherein A partition plate (112) is fixed inside the upper inclined box section (11), the horizontal box section (12), and the lower inclined box section (13).

5. The dike reinforcement structure according to claim 1, characterized in that, A row of horizontally arranged wave-breaking plates (113) is fixed on the outer wall of the upper inclined box section (11) away from the slope; a row of protective steel bars (114) is fixed on the outer wall of the upper inclined box section (11) away from the slope, evenly distributed along the span direction.

6. The dike reinforcement structure according to claim 1, characterized in that, The lower end of the grounding plug (17) has a triangular structure; the inner side of the lower grounding plug (17) is flush with the outer wall of the upper slope box section (11) relative to the slope.

7. The dike reinforcement structure according to claim 1, characterized in that, The anchor rod (2) includes a cylindrical rod body (21); a coaxially arranged chisel rod (22) is fixed at the lower end of the cylindrical rod body (21); a spiral blade (23) is fixed on the outer wall of the chisel rod (22); a limiting plate (24) is fixed at the upper end of the cylindrical rod body (21); and a hexagonal prism head (25) coaxially arranged with the cylindrical rod body (21) is fixed at the upper end of the limiting plate (24).

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