Dike dam structure for river treatment

Abstract

The utility model discloses a dike dam structure for river treatment, which comprises a dike dam body, and a soil fixing screen plate is arranged on one side of the dike dam body. The dike dam structure has the beneficial effects that by arranging a first limiting side block and a second limiting side block, when the two soil fixing screen plates are spliced, the two soil fixing screen plates can be conveniently spliced; through limiting and fixing between first limiting side blocks and second limiting side blocks and limiting and mounting and fixing between the three first limiting side blocks and the three second limiting side blocks, the positions of the two soil fixing screen plates are limited and mounted, and ground inserting rods, bevel edge limiting clamping blocks, supporting and fixing plates and penetrating holes are arranged; the ground inserting rods and the bevel edge limiting clamping blocks penetrate through the penetrating holes in the supporting and fixing plates, the ground inserting rods are inserted into the dike dam body to be installed and fixed, the position between the soil fixing net plate and the dike dam body is limited and fixed through the soil fixing frame, and the soil fixing net plate, the soil fixing frame and one side of the dike dam body are subjected to dike dam installation treatment.

Description

Technical Field

[0001] The utility model relates to the technical field of embankment structures, in particular to an embankment structure used for river management. Background Art

[0002] Riverbanks are water-retaining structures built along rivers, channels, lakes, coasts, or the edges of flood diversion areas and reclamation areas. Riverbanks can resist flooding, block tides and waves, and protect the safety of residents and industrial and agricultural production within the riverbanks. Riverbanks are protective slopes set along the flow direction on both sides of the river to prevent water from rushing out of the river. However, the existing riverbanks are subject to long-term erosion by the river water, and soil erosion on the riverbank slopes is serious. Protection work is needed during river management, but the existing embankment structures are mostly built on both sides of the river bank. However, the existing embankments are mostly directly made of stones piled up on both sides of the river bank, and their ability to resist water erosion is poor, and the soil consolidation effect is not long-lasting. Utility Model Content

[0003] The purpose of the utility model is to provide a levee structure for river management, so as to solve the problem that the existing levees proposed in the above background technology are mostly directly piled up with stones on both sides of the river bank, have poor water erosion resistance and short-lasting soil consolidation effect.

[0004] To achieve the above-mentioned purpose, the utility model provides the following technical solutions: a levee structure for river management, including a levee body, a soil-fixing mesh plate is arranged on one side of the levee body, a soil-fixing frame is installed on the side of the soil-fixing mesh plate away from the levee body, three No. 1 limiting side blocks are equidistantly fixedly connected to one side of the soil-fixing mesh plate, and three No. 2 limiting side blocks matching the No. 1 limiting side blocks are equidistantly fixedly connected to the other side of the soil-fixing mesh plate, a fixed side plate matching the No. 1 limiting side block and the No. 2 limiting side block is fixedly connected to one side of the soil-fixing frame, a limiting connecting plate is fixedly connected to the side of the fixed side plate close to the soil-fixing mesh plate, a No. 1 limiting slot matching the limiting connecting plate is provided on the side of the No. 1 limiting side block close to the fixed side plate, and a No. 2 limiting slot matching the limiting connecting plate is provided on the side of the No. 2 limiting side block close to the fixed side plate.

[0005] As a preferred solution of the utility model: the top and the bottom of the soil-fixing mesh plate are fixedly connected with support fixing plates, and three through holes are opened inside the two support fixing plates.

[0006] As a preferred solution of the utility model: six ground-inserting rods cooperating with the through holes are symmetrically fixedly connected to one side of the soil-fixing frame.

[0007] As a preferred solution of the utility model: a beveled edge limiting block is symmetrically fixedly connected to the outer side of the ground-inserting rod.

[0008] As a preferred solution of the utility model: inner openings are equidistantly provided inside the soil consolidation frame.

[0009] Compared with the prior art, the beneficial effects of the utility model are as follows: the utility model sets a No. 1 limiting side block and a No. 2 limiting side block, thereby realizing that when two soil-fixing mesh panels are spliced, the limiting fixation between the No. 1 limiting side block and the No. 2 limiting side block is performed, and the limiting installation and fixation between the three No. 1 limiting side blocks and the three No. 2 limiting side blocks are performed, so that the position of the two soil-fixing mesh panels is restricted and installed; by setting a ground-inserting rod, a bevel limiting block, a supporting fixing plate and a through-hole, the ground-inserting rod and the bevel limiting block pass through the through-hole in the supporting fixing plate, the ground-inserting rod is inserted into the embankment body for installation and fixation, the position between the soil-fixing mesh panel and the embankment body is restricted and fixed by the soil-fixing frame, and the soil-fixing mesh panel, the soil-fixing frame and one side of the embankment body are installed for embankment protection treatment. BRIEF DESCRIPTION OF THE DRAWINGS

[0010] Figure 1 This is a schematic diagram of the installation structure of the utility model;

[0011] Figure 2 This is a schematic diagram of the three-dimensional structure of the soil-fixing mesh plate of the utility model;

[0012] Figure 3 This is a side view of the splicing structure of the utility model;

[0013] Figure 4 It is a side view of the soil-fixing frame of the utility model.

[0014] In the figure: 1. embankment body; 2. soil-fixing mesh plate; 3. No. 1 limiting side block; 4. No. 2 limiting side block; 5. No. 1 limiting slot; 6. fixed side plate; 7. limiting connecting plate; 8. soil-fixing frame; 9. ground-inserting rod; 10. bevel limiting block; 11. supporting fixing plate; 12. perforation; 13. inner opening; 14. No. 2 limiting slot. DETAILED DESCRIPTION

[0015] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0016] See also Figures 1 to 4The utility model provides a technical solution: a embankment structure for river management, including an embankment body 1, a soil-fixing mesh plate 2 is arranged on one side of the embankment body 1, a soil-fixing frame 8 is installed on the side of the soil-fixing mesh plate 2 away from the embankment body 1, three No. 1 limiting side blocks 3 are equidistantly fixedly connected to one side of the soil-fixing mesh plate 2, and three No. 2 limiting side blocks 4 cooperating with the No. 1 limiting side blocks 3 are equidistantly fixedly connected to the other side of the soil-fixing mesh plate 2. By setting the No. 1 limiting side block 3 and the No. 2 limiting side block 4, when two soil-fixing mesh plates 2 are spliced, the limit fixation between the No. 1 limiting side block 3 and the No. 2 limiting side block 4 is achieved, and the three No. 1 limiting side blocks 3 and the three No. 2 limiting side blocks 4 are limitedly installed and fixed, so that the positions of the two soil-fixing mesh plates 2 are limitedly installed. One side of the soil-fixing frame 8 is fixedly connected with a fixed side plate 6 that cooperates with the No. 1 limiting side block 3 and the No. 2 limiting side block 4, and the fixed side plate 6 is fixedly connected with a limiting connecting plate 7 on the side close to the soil-fixing mesh plate 2. The No. 1 limiting side block 3 is provided with a No. 1 limiting slot 5 that cooperates with the limiting connecting plate 7 on the side close to the fixed side plate 6, and the No. 2 limiting side block 4 is provided with a No. 2 limiting slot 14 that cooperates with the limiting connecting plate 7 on the side close to the fixed side plate 6. The fixed side plates 6 on both sides of the soil-fixing frame 8 are close to one side of the No. 1 limiting side block 3 and the No. 2 limiting side block 4, and the limiting connecting plate 7 on one side of the fixed side plate 6 is fixed and limited with the No. 1 limiting slot 5 on one side of the No. 1 limiting side block 3 and the No. 2 limiting slot 14 on one side of the No. 2 limiting side block 4, so as to perform splicing and limiting processing between the two soil-fixing mesh plates 2.

[0017] The top and bottom of the soil-fixing mesh plate 2 are fixedly connected with supporting and fixing plates 11 , and three through holes 12 are formed inside the two supporting and fixing plates 11 .

[0018] Among them, six ground-inserting rods 9 cooperating with the through holes 12 are symmetrically fixedly connected to one side of the soil-fixing frame 8, and the soil-fixing frame 8 is installed and fixed by inserting the ground-inserting rods 9 into the embankment body 1.

[0019] Among them, the outer side of the ground-inserting rod 9 is symmetrically fixedly connected with a bevel limiting block 10, the ground-inserting rod 9 and the bevel limiting block 10 are inserted into the through hole 12 in the supporting fixing plate 11, and are installed and fixed to the embankment body 1 through the through hole 12 through the ground-inserting rod 9 and the bevel limiting block 10, and one side of the embankment body 1 is treated with the soil fixing frame 8 and the soil fixing mesh plate 2.

[0020] The soil consolidation frame 8 has inner openings 13 equidistantly formed therein.

[0021] Specifically, when in use, one side of the embankment body 1 is protected by the soil-fixing mesh plate 2. When two soil-fixing mesh plates 2 are spliced, the No. 1 limiting side block 3 on one side of one of the soil-fixing mesh plates 2 is spliced ​​with the No. 2 limiting side block 4 on the side of the other soil-fixing mesh plate 2. The two soil-fixing mesh plates 2 are spliced ​​and installed, and a soil-fixing frame 8 is installed on one side of the soil-fixing mesh plate 2. The fixed side plates 6 on both sides of the soil-fixing frame 8 are close to one side of the No. 1 limiting side block 3 and the No. 2 limiting side block 4. The limiting connecting plate 7 on one side of the side plate 6 is limited and fixed with the No. 1 limiting slot 5 on one side of the No. 1 limiting side block 3 and the No. 2 limiting slot 14 on one side of the No. 2 limiting side block 4, and the two soil-fixing mesh plates 2 are spliced ​​and limited. The ground-inserting rod 9 and the bevel limiting block 10 are inserted into the through-hole 12 in the supporting and fixing plate 11, and are installed and fixed to the embankment body 1 through the through-hole 12 through the ground-inserting rod 9 and the bevel limiting block 10, and one side of the embankment body 1 is treated with the soil-fixing frame 8 and the soil-fixing mesh plate 2.

[0022] In the description of the present invention, it should be understood that the terms "coaxial", "bottom", "one end", "top", "middle", "the other end", "upper", "one side", "top", "inside", "front", "center", "both ends" and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the accompanying drawings, and are only for the convenience of describing the present invention and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore should not be understood as a limitation on the present invention.

[0023] In addition, the terms "first", "second", "third" and "fourth" are used for descriptive purposes only and are not to be understood as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, the features defined as "first", "second", "third" and "fourth" may explicitly or implicitly include at least one of such features.

[0024] In the present utility model, unless otherwise clearly stipulated and limited, the terms such as "installation", "setting", "connection", "fixation" and "screw-on" should be understood in a broad sense. For example, it can be a fixed connection, a detachable connection, or an integrated connection; it can be a mechanical connection or an electrical connection; it can be a direct connection or an indirect connection through an intermediate medium, it can be the internal connection of two elements or the interaction relationship between two elements. Unless otherwise clearly defined, ordinary technicians in this field can understand the specific meanings of the above terms in the utility model according to the specific circumstances.

[0025] Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. A levee structure for river management, comprising a levee body (1), characterized in that: A soil-fixing mesh plate (2) is provided on one side of the embankment body (1); a soil-fixing frame (8) is installed on the side of the soil-fixing mesh plate (2) away from the embankment body (1); three No. 1 limiting side blocks (3) are fixedly connected at equal intervals on one side of the soil-fixing mesh plate (2); three No. 2 limiting side blocks (4) cooperating with the No. 1 limiting side blocks (3) are fixedly connected at equal intervals on the other side of the soil-fixing mesh plate (2); and one side of the soil-fixing frame (8) is fixedly connected with a No. 1 limiting side block ( 3) and a fixed side plate (6) matched with the second limiting side block (4), the fixed side plate (6) is fixedly connected with a limiting connecting plate (7) on one side close to the soil-fixing mesh plate (2), the first limiting side block (3) is provided with a first limiting slot (5) matched with the limiting connecting plate (7) on one side close to the fixed side plate (6), and the second limiting side block (4) is provided with a second limiting slot (14) matched with the limiting connecting plate (7) on one side close to the fixed side plate (6).

2. A levee structure for river management according to claim 1, characterized in that: The top and bottom of the soil-fixing mesh plate (2) are fixedly connected to support fixing plates (11), and three through holes (12) are provided inside the two support fixing plates (11).

3. A levee structure for river management according to claim 1, characterized in that: Six ground-inserting rods (9) matched with the through holes (12) are symmetrically fixedly connected to one side of the soil-fixing frame (8).

4. A levee structure for river management according to claim 3, characterized in that: A beveled edge limiting block (10) is symmetrically and fixedly connected to the outer side of the ground-inserting rod (9).

5. The embankment structure for river management according to claim 1, characterized in that: Inner openings (13) are equidistantly formed inside the soil consolidation frame (8).

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