Water conservancy flood control embankment structure

Abstract

The utility model relates to the technical field of water conservancy flood control embankment structures, in particular to a water conservancy flood control embankment structure which comprises a protection slope and a concave plate, the right side of the top of the protection slope is fixedly connected with the bottom of the concave plate, a plurality of vertical plates are fixedly connected to the top of the inner wall of the concave plate, and the bottoms of the vertical plates are fixedly connected with the top of the protection slope. The right side of the protection slope is connected with a protection structure, and the inner wall of the protection slope is connected with an anti-seepage structure. According to the protection structure, the bottom of an inclined plate and the top of the slope protection are fixed through mortar, at the moment, a curved block on the outer wall of the inclined plate faces outwards, the curved block changes an original sandbag material through a concrete material of the curved block, the concrete has high cavitation corrosion resistance, meanwhile, fracture damage is avoided, and a curved plate on the top of the inclined plate can prevent waves from rushing onto the slope protection; the protection effect of the water conservancy flood control embankment structure is improved, and the use limitation is eliminated.

Description

Technical Field

[0001] This utility model relates to the technical field of water conservancy flood control embankment structure, specifically a water conservancy flood control embankment structure. Background Technology

[0002] Water conservancy flood control dike structures refer to water-retaining structures built along the edges of rivers, canals, lakes, coastlines, or flood diversion areas, flood control areas, and reclamation areas.

[0003] For example, a water conservancy flood control embankment structure with announcement number "CN211523098U" has an upper anti-scour surface connected to the water-facing surface, and a lower anti-scour surface located at the bottom of the river channel. The upper water-facing surface includes a sand and gravel layer and a geomembrane cutoff layer from top to bottom. First fixed piles are fixed on both sides of the hardened road surface, and the geomembrane cutoff layer is fixed on the first fixed piles. This structure can reinforce the existing protective embankment or be directly constructed in the shape of this utility model when building the protective embankment from the beginning. Construction is fast, raw materials are readily available, and the flood control effect is good. However, in the use of this water conservancy flood control embankment structure, sandbags are laid on the water-facing surface. When water waves hit the water-facing surface, air bubbles are formed due to the impact. Subsequently, the water source will break the air bubbles, and the broken air bubbles will impact the sandbags, commonly known as cavitation. Long-term impact will cause the sandbags to break, requiring regular replacement, which reduces the protective effect of the water conservancy flood control embankment structure and has limitations in use. Utility Model Content

[0004] The purpose of this utility model is to solve the problem of reduced protective effect and limited use of water conservancy flood control dike structures, and to propose a water conservancy flood control dike structure.

[0005] To achieve the above objectives, this utility model provides the following technical solution:

[0006] Design a hydraulic flood control embankment structure, including a slope protection and a concave plate. The top right side of the slope protection is fixedly connected to the bottom of the concave plate. Multiple vertical plates are fixedly connected to the top of the inner wall of the concave plate. The bottom of the multiple vertical plates is fixedly connected to the top of the slope protection. A protective structure is connected to the right side of the slope protection, and an anti-seepage structure is connected to the inner wall of the slope protection.

[0007] Preferably, the protective structure includes an inclined plate and curved blocks, the top of the inclined plate is fixedly connected to the right side of the slope protection, the top of the inclined plate is fixedly connected to the bottom of a plurality of curved blocks, and a curved plate is fixedly connected to the top left end of the inclined plate.

[0008] Preferably, the top of the slope protection is fixed with multiple straight plates.

[0009] Preferably, all of the straight plates are located on the left side of the concave plate and the vertical plate.

[0010] Preferably, the seepage-proof structure includes a retaining wall and an inner core. The outer wall of the retaining wall is fixedly connected to the inner wall of the slope protection, and the inner wall of the retaining wall is fixedly connected to the outer wall of the inner core. Multiple uprights are fixedly connected to the inner wall of the inner core.

[0011] Preferably, the bottom of the inner core is inserted into the outer wall of each of the plurality of uprights.

[0012] The present invention provides a water conservancy flood control embankment structure with the following advantages: the bottom of the inclined plate in the protective structure is fixed to the top of the slope with mortar. At this time, the curved blocks on the outer wall of the inclined plate face outward. The curved blocks change the original sandbag material through the concrete material itself. Concrete has strong anti-cavitation performance and will not be cracked. The curved plate at the top of the inclined plate can prevent waves from rushing onto the slope, thereby improving the protective effect of the water conservancy flood control embankment structure and eliminating the limitations of use. Attached Figure Description

[0013] Figure 1 This is a schematic diagram of the structure of this utility model;

[0014] Figure 2 for Figure 1 A schematic diagram showing the connection relationship between the central retaining wall, inner core, and uprights;

[0015] Figure 3 for Figure 1 A schematic diagram of the structure of A in the middle;

[0016] Figure 4 for Figure 1 A schematic diagram of the structure of B in the middle.

[0017] In the diagram: 1. Slope protection, 2. Protective structure, 201. Inclined plate, 202. Curved block, 203. Curved plate, 3. Seepage prevention structure, 301. Retaining wall, 302. Inner core, 303. Vertical pole, 4. Straight plate, 5. Concave plate, 6. Vertical plate, 7. Support. Detailed Implementation

[0018] The present invention will be further described below with reference to the accompanying drawings:

[0019] Example 1:

[0020] Please see Figure 1-4 In this embodiment, a water conservancy flood control embankment structure includes a slope protection 1 and a concave plate 5. The top right side of the slope protection 1 is fixedly connected to the bottom of the concave plate 5. The material of the slope protection 1 needs to be selected according to the site environment. Multiple vertical plates 6 are fixedly connected to the top of the inner wall of the concave plate 5. The concave plate 5 and the vertical plates 6 form a guardrail to play a protective role. The bottom of the multiple vertical plates 6 are all fixedly connected to the top of the slope protection 1. A protective structure 2 is connected to the right side of the slope protection 1, and an anti-seepage structure 3 is connected to the inner wall of the slope protection 1.

[0021] The protective structure 2 includes an inclined plate 201 and a curved block 202. The top of the inclined plate 201 is fixedly connected to the right side of the slope protection 1. The inclined plate 201 is made of concrete. The top of the inclined plate 201 is fixedly connected to the bottom of multiple curved blocks 202. The curved blocks 202 are concrete blocks. A curved plate 203 is fixedly connected to the top left end of the inclined plate 201. The curved plate 203 is a precast concrete profile.

[0022] The bottom of the inclined plate 201 in the protective structure 2 is fixed to the top of the slope 1 with mortar. At this time, the curved block 202 on the outer wall of the inclined plate 201 faces outward. The curved block 202 changes the original sandbag material through its own concrete material. Concrete has strong anti-cavitation performance and will not be cracked. The curved plate 203 at the top of the inclined plate 201 can prevent waves from rushing onto the slope, thus improving the protective effect of the water conservancy flood control dike structure and eliminating the limitations of use.

[0023] Multiple straight plates 4 are fixed to the top of the slope protection 1. The straight plates 4 are rubber plates that serve to prevent scratches. The multiple straight plates 4 are all located on the left side of the concave plate 5 and the vertical plate 6. The seepage prevention structure 3 includes a retaining wall 301 and an inner core 302. The upper part of the outer wall of the retaining wall 301 is fixed to the inner wall of the slope protection 1. The retaining wall 301 is made of cohesive soil. The upper part of the inner wall of the retaining wall 301 is fixed to the upper part of the outer wall of the inner core 302. The inner core 302 is made of concrete. Multiple uprights 303 are fixed to the inner wall of the inner core 302. The uprights 303 are made of steel bars. The lower part of the outer wall of the multiple uprights 303 is inserted into the bottom of the inner core 302.

[0024] Working principle:

[0025] Use in the protection of water conservancy flood control dike structures:

[0026] The slope protection 1, inclined plate 201 and curved block 202 form a water conservancy flood control embankment. The bottom of the inclined plate 201 is fixed to the top of the slope protection 1 with mortar. At this time, the curved block 202 on the outer wall of the inclined plate 201 faces outward. The curved block 202 changes the original sandbag material through its own concrete material. Concrete has strong anti-cavitation performance and will not be cracked. The curved plate 203 at the top of the inclined plate 201 can prevent waves from rushing onto the slope protection, thus improving the protective effect of the water conservancy flood control embankment structure.

[0027] Water conservancy flood control dike structure seepage prevention structure:

[0028] The retaining wall 301, being made of cohesive soil, has a low water absorption saturation, allowing water to flow downwards. The inner core 302 of the inner wall of the retaining wall 301, made of concrete, forms a supporting frame for the retaining wall 301 and simultaneously achieves deep water throttling, thereby increasing the seepage prevention depth of the hydraulic flood control embankment structure. The uprights 303 reinforce the inner core 302 and increase the tensile strength of the concrete.

[0029] Example 2:

[0030] Please see Figure 1-4 In this embodiment, a water conservancy flood control embankment structure also includes a support 7. The left side of the multiple supports 7 is fixedly connected to the right side of the slope protection 1, and the right side of the supports 7 is fixedly connected to the outer wall of the curved plate 203.

[0031] Working principle:

[0032] The bracket 7 reinforces the curved plate 203, allowing the curved plate 203 to deform upwards under the impact of water waves.

[0033] Although the present invention has been illustrated and described with reference to preferred embodiments, those skilled in the art should understand that various changes in form and detail are possible within the scope of the claims.

Claims

1. A hydraulic flood control dike structure, comprising a slope protection (1) and a concave plate (5), wherein the top right side of the slope protection (1) is fixedly connected to the bottom of the concave plate (5), characterized in that: Multiple vertical plates (6) are fixed to the top of the inner wall of the concave plate (5), and the bottom of the multiple vertical plates (6) are fixed to the top of the slope protection (1). A protective structure (2) is connected to the right side of the slope protection (1), and an anti-seepage structure (3) is connected to the inner wall of the slope protection (1).

2. The hydraulic flood control dike structure according to claim 1, characterized in that: The protective structure (2) includes an inclined plate (201) and a curved block (202). The top of the inclined plate (201) is fixedly connected to the right side of the slope protection (1). The top of the inclined plate (201) is fixedly connected to the bottom of a plurality of curved blocks (202). A curved plate (203) is fixedly connected to the top left end of the inclined plate (201).

3. The hydraulic flood control dike structure according to claim 1, characterized in that: The top of the slope protection (1) is fixed with multiple straight plates (4).

4. A hydraulic flood control dike structure according to claim 3, characterized in that: The multiple straight plates (4) are located to the left of the concave plate (5) and the vertical plate (6).

5. A hydraulic flood control dike structure according to claim 1, characterized in that: The seepage prevention structure (3) includes a retaining wall (301) and an inner core (302). The outer wall of the retaining wall (301) is fixedly connected to the inner wall of the slope protection (1). The inner wall of the retaining wall (301) is fixedly connected to the outer wall of the inner core (302). Multiple uprights (303) are fixedly connected to the inner wall of the inner core (302).

6. A hydraulic flood control embankment structure according to claim 5, characterized in that: The bottom of the inner core (302) is inserted below the outer wall of each of the multiple uprights (303).

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