Water conservancy project protection dike

Abstract

The utility model relates to a water conservancy project protection embankment, in particular to a water conservancy project protection embankment which comprises a base and a river embankment body, a plurality of positioning fixing piles are fixedly installed at the upper end of the river embankment body, a plurality of fixing assemblies are fixedly installed at the inclined face end of the river embankment body, and water retaining assemblies are fixedly installed in the fixing assemblies. A cross beam is fixedly installed at the bottom of the river levee body, a plurality of water stopping assemblies are in threaded connection with the water retaining assemblies, concrete is laid on the surface of a river levee in the prior art, so that along with the protection effect on the river levee, the concrete can be damaged after being scoured by a water solution for a long time, the water solution permeates into soil of the river levee, and the river levee is damaged. Due to the fact that no vegetation exists in river levee soil under concrete, the water solution rapidly leaks, meanwhile, the river levee soil is loosened, and potential safety hazards are caused to the river levee in the past for a long time.

Description

Technical Field

[0001] The utility model relates to a water conservancy project protection embankment, in particular to a water conservancy project protection embankment. Background Art

[0002] Levees, also known as dikes, are one of the earliest and most widely used flood control measures in the world. Their history dates back to ancient times, when people began building dikes along rivers to protect against floods. Over time, dike construction has evolved into a comprehensive system that integrates flood control, water retention, bank protection, and ecological protection.

[0003] In the existing technology, the surface of the river embankment is paved with concrete, which has a protective effect on the river embankment. However, the concrete will be damaged by the long-term erosion of the aqueous solution, causing the aqueous solution to penetrate into the soil of the river embankment. Since there is no vegetation in the river embankment soil under the concrete, the aqueous solution will leak rapidly and the soil of the river embankment will become loose. This will pose a hidden danger to the safety of the river embankment in the long run. Utility Model Content

[0004] The main purpose of the present utility model is to provide a water conservancy project protection embankment to solve the problems raised in the relevant technology. The surface of the river embankment in the existing technology is paved with concrete, which has a protective effect on the river embankment. However, the concrete will be damaged by the long-term erosion of the aqueous solution, causing the aqueous solution to penetrate into the soil of the river embankment. Since there is no vegetation in the river embankment soil under the concrete, the aqueous solution will leak rapidly and the soil of the river embankment will become loose. This will cause hidden dangers to the safety of the river embankment in the long run.

[0005] In order to achieve the above-mentioned purpose, according to one aspect of the utility model, a water conservancy project protection embankment is provided, including a river embankment main body, a plurality of positioning fixing piles are fixedly installed on the upper end of the river embankment main body, a plurality of fixing components are fixedly installed on the inclined end of the river embankment main body, a water retaining component is fixedly installed inside the fixing component, a cross beam is fixedly installed at the bottom of the river embankment main body, a plurality of water-stopping components are threadedly connected to the water-stopping component, and the water-stopping component includes a water-stopping bolt and a water-stopping pad.

[0006] Furthermore, the bottom of the positioning and fixing pile is flush with the main body of the river embankment.

[0007] Furthermore, a hole is provided at the bottom of the positioning and fixing pile.

[0008] Furthermore, one end of the crossbeam is fixedly installed in the hole at the bottom of the positioning and fixing pile.

[0009] Furthermore, the fixing assembly includes a horizontal tube and a vertical tube.

[0010] Furthermore, the horizontal pipe and the vertical pipe are threadedly connected.

[0011] Furthermore, the water retaining assembly includes a water retaining baffle A, a water retaining baffle B and a water retaining baffle C, and the water retaining baffle A, the water retaining baffle B and the water retaining baffle C are all fixed with a plurality of corrugated cylinders.

[0012] Furthermore, one end of each of the water retaining baffle A and the water retaining baffle C is provided with a plurality of upper threaded holes.

[0013] Furthermore, a plurality of lower threaded holes are provided on both sides of the water retaining baffle B.

[0014] Furthermore, the waterstop bolt is threadedly connected in the upper threaded hole and the lower threaded hole, and the waterstop pad is threadedly connected to the waterstop bolt.

[0015] Compared with the existing technology, the utility model has the following beneficial effects: by setting a water retaining component, the problem of damage caused by long-term erosion of aqueous solution is solved; by setting a water-stop component, the problem of aqueous solution penetrating into the soil of the river bank, causing the soil of the river bank to become loose, posing a hidden danger to the safety of the river bank is solved. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] Figure 1 This is a schematic diagram of the overall structure of the utility model;

[0017] Figure 2 It is a schematic cross-sectional view of the overall structure of the utility model;

[0018] Figure 3 This is a schematic structural diagram of the water retaining assembly of the utility model;

[0019] Figure 4 This is a schematic diagram of the structural cross-section at point D in this practical application.

[0020] Illustrations: 1. River embankment body; 2. Positioning and fixing piles; 3. Fixing assembly; 4. Water retaining assembly; 5. Crossbeam; 6. Water-stop assembly; 31. Horizontal pipe; 32. Vertical pipe; 41. Water retaining baffle A; 42. Water retaining baffle B; 43. Water retaining baffle C; 44. Corrugated cylinder; 45. Upper threaded hole; 46. Lower threaded hole; 61. Water-stop bolt; 62. Water-stop pad. DETAILED DESCRIPTION

[0021] In order to further illustrate the technical means and effects adopted by the utility model to achieve the predetermined utility model purpose, the following is a detailed description of the specific implementation method, structure, characteristics and effects of the utility model in combination with the accompanying drawings and preferred embodiments.

[0022] See also Figures 1-4As shown, the purpose of this embodiment is to provide a water conservancy project protection embankment, including a river embankment main body 1, a number of positioning and fixing piles 2 are fixedly installed on the upper end of the river embankment main body 1, a number of fixing components 3 are fixedly installed on the inclined end of the river embankment main body 1, a water retaining component 4 is fixedly installed in the fixing component 3, a crossbeam 5 is fixedly installed on the bottom of the river embankment main body 1, a number of water-stopping components 6 are threadedly connected on the water-retaining component 4, the water-stopping component 6 includes a water-stopping bolt 61 and a water-stopping pad 62, the crossbeam 5 is a hollow aluminum alloy tube, and the water-stopping pad 62 is made of rubber, which is used to enhance the sealing between the water retaining panels and prevent water infiltration.

[0023] The water retaining assembly 4 includes a water retaining baffle A41, a water retaining baffle B42 and a water retaining baffle C43. Several corrugated cylinders 44 are fixed on the water retaining baffle A41, the water retaining baffle B42 and the water retaining baffle C43. Several upper threaded holes 45 are opened at one end of the water retaining baffle A41 and the water retaining baffle C43, and several lower threaded holes 46 are opened on both sides of the water retaining baffle B42. The diameter of the upper threaded holes 45 is consistent with that of the lower threaded holes 46. The water retaining baffle A41, the water retaining baffle B42 and the water retaining baffle C43 are all made of fiberglass with high strength, corrosion resistance, light weight and easy processing. The width of the concave and convex parts of the corrugated cylinder 44 remains consistent to ensure that the pressure during use is uniform and local damage is not easy to occur.

[0024] It should be supplemented that the water retaining baffle A41 , the water retaining baffle B42 and the water retaining baffle C43 are mutually engaged, and the threaded hole 45 is aligned with the lower threaded hole 46 .

[0025] The waterstop bolt 61 is threadedly connected in the upper threaded hole 45 and the lower threaded hole 46 , and the waterstop pad 62 is threadedly connected to the waterstop bolt 61 . The diameter of the waterstop bolt 61 is consistent with the diameter of the upper threaded hole 45 and the lower threaded hole 46 .

[0026] The bottom of the positioning and fixing pile 2 is flush with the bottom of the riverbank main body 1. A hole is opened at the bottom of the positioning and fixing pile 2. One end of the crossbeam 5 is fixedly installed in the hole at the bottom of the positioning and fixing pile 2. The fixing assembly 3 includes a horizontal tube 31 and a vertical tube 32. The horizontal tube 31 and the vertical tube 32 are threadedly connected. The horizontal tube 31 and the vertical tube 32 are hollow aluminum alloy tubes. The bottom of the positioning and fixing pile 2 reaches the bottom of the riverbank and is at the same level as the bottom of the vertical tube 32. One end of the crossbeam 5 contacts the bottom of the positioning and fixing pile 2, and the other end of the crossbeam 5 contacts the bottom of the vertical tube 32.

[0027] It should be noted that a hole is opened at the upper end of the contact surface between the positioning and fixing pile 2 and the river embankment. The iron chain starts from the hole, passes through the vertical pipe 32 to the bottom of the river embankment, passes through the crossbeam 5 to reach the bottom hole of the positioning and fixing pile 2, and then goes upward to the upper hole to form a closed loop, which is used to reinforce the entire protective embankment.

[0028] When the utility model is used, the bottom of the positioning and fixing pile 2 is flush with the bottom of the river embankment body 1 through piling, and a hole is punched at the bottom of the river embankment body 1 so that one end of the crossbeam 5 reaches the bottom hole of the positioning and fixing pile 2. A number of vertical pipes 32 are placed on the inclined surface of the river embankment body 1. The iron chain starts from the hole, passes through the vertical pipe 32 to the bottom of the river embankment, passes through the crossbeam 5 to the bottom hole of the positioning and fixing pile 2, and then reaches the upper hole upward to achieve a closed loop. A horizontal pipe 31 is threadedly connected between the two vertical pipes 32, dividing the inclined surface of the river embankment body 1 into several rectangular Area, each area is installed on the water retaining assembly 4, and a number of upper threaded holes 45 are opened at one end of the water retaining baffle A41 and the water retaining baffle C43, and a number of lower threaded holes 46 are opened on both sides of the water retaining baffle B42. The water retaining baffle A41, the water retaining baffle B42 and the water retaining baffle C43 are clamped with each other, and the threaded hole 45 is aligned with the lower threaded hole 46. The water stop bolt 61 is threadedly connected to the upper threaded hole 45 and the lower threaded hole 46, and the water stop pad 62 is threadedly connected to the water stop bolt 61 to enhance the sealing between the water retaining panels and prevent water penetration.

[0029] In order to further illustrate the technical means and effects adopted by the present invention to achieve the predetermined purpose of the utility model, the following is a detailed description of the specific implementation method, structure, characteristics and effects of the present invention in combination with the accompanying drawings and preferred embodiments.

[0030] The above description is merely a preferred embodiment of the present invention and does not constitute any form of limitation to the present invention. Although the present invention has been disclosed as a preferred embodiment as above, it is not intended to limit the present invention. Any person skilled in the art can make some changes or modifications to equivalent embodiments using the technical contents disclosed above without departing from the scope of the technical solution of the present invention. However, any brief modifications, equivalent changes and modifications made to the above embodiments based on the technical essence of the present invention without departing from the content of the technical solution of the present invention are still within the scope of the technical solution of the present invention.

Claims

1. A water conservancy project embankment, comprising an embankment body (1), characterized in that: A plurality of positioning and fixing piles (2) are fixedly installed on the upper end of the river embankment body (1), a plurality of fixing components (3) are fixedly installed on the upper inclined end of the river embankment body (1), a water retaining component (4) is fixedly installed inside the fixing component (3), a crossbeam (5) is fixedly installed on the bottom of the river embankment body (1), a plurality of water-stopping components (6) are threadedly connected to the water-stopping component (4), and the water-stopping component (6) includes a water-stopping bolt (61) and a water-stopping pad (62).

2. A water conservancy project protection embankment according to claim 1, characterized in that: The bottom of the positioning and fixing pile (2) is flush with the main body of the riverbank (1).

3. A water conservancy project protection embankment according to claim 2, characterized in that: A hole is provided at the bottom of the positioning and fixing pile (2).

4. A water conservancy project protection embankment according to claim 3, characterized in that: One end of the crossbeam (5) is fixedly mounted in the bottom hole of the positioning and fixing pile (2).

5. A water conservancy project protection embankment according to claim 1, characterized in that: The fixing assembly (3) comprises a horizontal tube (31) and a vertical tube (32).

6. A water conservancy project protection embankment according to claim 5, characterized in that: The horizontal pipe (31) and the vertical pipe (32) are threadedly connected.

7. A water conservancy project protection embankment according to claim 1, characterized in that The water retaining assembly (4) includes a water retaining baffle A (41), a water retaining baffle B (42) and a water retaining baffle C (43), and a plurality of corrugated cylinders (44) are fixedly provided on the water retaining baffle A (41), the water retaining baffle B (42) and the water retaining baffle C (43).

8. A water conservancy project protection embankment according to claim 7, characterized in that: A plurality of upper threaded holes (45) are provided at one end of each of the water retaining baffle A (41) and the water retaining baffle C (43).

9. A water conservancy project protection embankment according to claim 7, characterized in that: A plurality of lower threaded holes (46) are provided on both sides of the water retaining baffle B (42).

10. A water conservancy project protection embankment according to claim 9, characterized in that: The water stop bolt (61) is threadedly connected to the upper threaded hole (45) and the lower threaded hole (46), and the water stop pad (62) is threadedly connected to the water stop bolt (61).

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