Flood bank for water conservancy project

Abstract

The utility model discloses a flood bank for a water conservancy project, which comprises a flood bank main body, a reinforcing plate, a support component for improving the use strength of the reinforcing plate and an outer support component for improving the slapping resistance effect of the flood bank main body, the supporting component comprises a supporting plate, a plurality of first inclined rods evenly arranged on the top of the supporting plate, a plurality of second inclined rods evenly arranged on the back face of the reinforcing plate, a moving groove formed in one side of each second inclined rod and a sliding opening formed in one side in the moving groove. The problems that when an existing flood bank is used, although the height of the flood bank can be increased and waves are prevented from overflowing the flood bank through vertical movement of a reinforcing plate, the rear side of the reinforcing plate is lack of a supporting structure, and due to the fact that the impact force of water waves is relatively large, the reinforcing plate is prone to inclining and being damaged, and the practicability is poor are solved.

Description

Technical Field

[0001] The utility model relates to the technical field of flood control dikes, in particular to a flood control dike for water conservancy projects. Background Technique

[0002] Water conservancy projects are projects built to control and allocate surface water and groundwater in nature to achieve the purpose of eliminating disasters and bringing benefits. A flood control dike refers to a dike built to prevent rivers from overflowing. In order to reduce the damage caused by the rising river water during the flood season to farmland and houses, people usually set up flood control dikes on both sides of the river channel. The flood control dike can prevent the rising river water during the flood season from spreading to both sides of the river bank to a certain extent, thereby reducing the damage of floods to people's economic property and personal safety.

[0003] The existing patent CN218712615U discloses an improved flood control dike for water conservancy projects, including a flood control dike. Two installation screws are installed on the upper parts of the left end and the right end of the flood control dike respectively. A diversion device is jointly installed on the left part and the right part of the front end of the flood control dike. Support frames are installed on the upper left part and the upper right part of the flood control dike respectively. One end corresponding to the two support frames is jointly installed with an adjusting device, and the rear ends of the two support frames are jointly installed with a supporting device. For the improved flood control dike for water conservancy projects of the present utility model, by adjusting the anti-flood height of the flood control dike through the adjusting device, the wave crest is prevented from overflowing the flood control dike, which not only improves the applicability of the device, but also improves the flood control effect of the device. Moreover, through the supporting device to support and fix the support frame, the flood control reinforcement plate has better stability when being impacted, and through the diversion columns on the diversion device, the river waves or sea waves can be dispersed left and right, further improving the use effect of the flood control dike.

[0004] Based on the retrieval of the above patent and the combination with the existing flood control dikes in the prior art, it is found that when the above flood control dike is in use, although the height of the flood control dike can be increased by moving the reinforcement plate up and down to prevent the wave crest from overflowing the flood control dike, there is a lack of a support structure behind the reinforcement plate. Due to the relatively large impact force of the water wave, the reinforcement plate is prone to tilt and be damaged, resulting in poor practicability. Content of the Utility Model

[0005] The purpose of the present utility model is to provide a flood control dike for water conservancy projects to solve the problem proposed in the above background technique that when the existing flood control dike is in use, although the height of the flood control dike can be increased by moving the reinforcement plate up and down to prevent the wave crest from overflowing the flood control dike, there is a lack of a support structure behind the reinforcement plate. Due to the relatively large impact force of the water wave, the reinforcement plate is prone to tilt and be damaged, resulting in poor practicability.

[0006] To achieve the above object, the present utility model provides the following technical solutions: A flood control dike for water conservancy projects, including a flood control dike main body, a reinforcement plate, a support component for improving the use strength of the reinforcement plate, and an external support component for improving the anti-pounding effect of the flood control dike main body. The support component includes a support plate, a plurality of first inclined rods arranged uniformly on the top of the support plate, a plurality of second inclined rods arranged uniformly on the back of the reinforcement plate, a moving groove opened on one side of the second inclined rod, a sliding opening opened on one side inside the moving groove, a screw rod fixedly connected to one side of the first inclined rod, and a fixing nut connected to the outer side of the screw rod. The fixing nut is screwed with the screw rod. The first inclined rod is slidably connected to the moving groove. The first inclined rod is hinged to the support plate. The second inclined rod is hinged to the reinforcement plate.

[0007] Preferably, the external support component includes a connection block connected to one side of the flood control dike main body, a plurality of support grooves arranged uniformly on one side of the connection block, a support rod connected to the support groove, an anti-beating plate connected to one end of the support rod, and a spring sleeved on the outer side of the support rod. The support rod is slidably connected to the support groove. Both ends of the spring are fixedly connected to the connection block and the anti-beating plate respectively.

[0008] Preferably, vertical plates are fixedly connected to both sides of the top of the flood control dike main body. A lifting groove is opened on one side of the vertical plate. A lifting block is slidably connected to the lifting groove. A motor is fixedly connected to the top of the vertical plate. The output end of the motor is fixedly connected to a lead screw. The lead screw is screwed with the lifting block. The lead screw is rotatably connected to the vertical plate. The lifting block is slidably connected to the lifting groove.

[0009] Preferably, a limiting groove is opened on one side of the moving groove opposite to the sliding opening. A limiting block is slidably connected to the limiting groove. The limiting block is fixedly connected to the first inclined rod.

[0010] Preferably, guide columns are fixedly connected to both sides of the anti-beating plate. A plurality of guide plates arranged uniformly are fixedly connected between the two guide columns.

[0011] Preferably, a plurality of diversion openings arranged uniformly are opened on one side of the flood control dike main body. The shape of the diversion opening is C-shaped.

[0012] Preferably, a plurality of insertion rods arranged uniformly are fixedly connected to the bottom of the support plate. The bottom of the insertion rod is conical.

[0013] Compared with the prior art, the beneficial effects of the present utility model are:

[0014] 1. By setting the flood control dike main body, reinforcement plate and support components, turning the fixing nut, the fixing nut moves away from the second inclined rod, the reinforcement plate is released, and the reinforcement plate can be lifted and lowered. At this time, the first inclined rod moves in the moving groove. After the reinforcement plate stops lifting and lowering, by reversely rotating the fixing nut, the first inclined rod and the second inclined rod can be connected and fixed. The first inclined rod and the second inclined rod can be used to support the reinforcement plate, which can improve the use strength of the reinforcement plate, prevent the reinforcement plate from being deformed and damaged by the impact of water waves, and greatly improve the practicability of the device;

[0015] 2. By setting the outer support components, the connecting block can be fixed to the flood control dike main body. The water wave can contact the impact-resistant plate and beat the impact-resistant plate. The impact-resistant plate can drive the spring to deform. Using the elasticity of the spring, the impact can be unloaded and buffered, thereby protecting the flood control dike main body, increasing the service life of the flood control dike, and further improving the practicability. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] Figure 1 is a three-dimensional structure diagram provided by the present utility model;

[0017] Figure 2 is a front view provided by the present utility model;

[0018] Figure 3 provided by the present utility model Figure 2 is a three-dimensional sectional view at A-A in;

[0019] Figure 4 provided by the present utility model Figure 3 is an enlarged view at B in;

[0020] Figure 5 provided by the present utility model Figure 3 is an enlarged view at C in.

[0021] In the figure: 1. Flood control dike main body; 11. Reinforcement plate; 21. Support plate; 22. First inclined rod; 23. Second inclined rod; 24. Moving groove; 25. Sliding opening; 26. Screw rod; 27. Fixing nut; 31. Connecting block; 32. Support groove; 33. Support rod; 34. Impact-resistant plate; 35. Spring; 41. Vertical plate; 42. Lifting groove; 43. Lifting block; 44. Motor; 45. Lead screw; 51. Limiting groove; 52. Limiting block; 61. Flow guiding column; 62. Flow guiding plate; 71. Flow guiding opening; 81. Insertion rod. DETAILED DESCRIPTION OF THE EMBODIMENTS

[0022] The following will clearly and completely describe the technical solutions in the embodiments of the present utility model in conjunction with the accompanying drawings in the embodiments of the present utility model. Obviously, the described embodiments are only a part of the embodiments of the present utility model, rather than all of the embodiments. All other embodiments obtained by those of ordinary skill in the art based on the embodiments of the present utility model without making creative efforts shall fall within the protection scope of the present utility model.

[0023] Please refer to Figure 1 , Figure 2 , Figure 3 and Figure 4The utility model provides a technical solution: a flood embankment for water conservancy projects, comprising a flood embankment body 1, a reinforcement plate 11, a support component for improving the use strength of the reinforcement plate 11, and an outer support component for improving the anti-slapping effect of the flood embankment body 1, the support component comprising a support plate 21, a plurality of first oblique rods 22 arranged evenly on the top of the support plate 21, a plurality of second oblique rods 23 arranged evenly on the back of the reinforcement plate 11, a moving groove 24 opened on one side of the second oblique rod 23, a sliding opening 25 opened on one side of the moving groove 24, a screw rod 26 fixedly connected to one side of the first oblique rod 22, and a fixing nut 27 connected to the outer side of the screw rod 26, and the fixing nut 27 The first oblique rod 22 is screwed with the screw 26, the first oblique rod 22 is slidably connected with the movable groove 24, the first oblique rod 22 is hinged with the support plate 21, and the second oblique rod 23 is hinged with the reinforcing plate 11. By screwing the fixing nut 27, it is moved away from the second oblique rod 23. At this time, the first oblique rod 22 is released, and when the reinforcing plate 11 moves up, the second oblique rod 23 and the second oblique rod 23 can be driven to move synchronously. By rotating the fixing nut 27 in the opposite direction, the first oblique rod 22 and the second oblique rod 23 can be connected and fixed. The first oblique rod 22 and the second oblique rod 23 can be used to support and fix the back side of the reinforcing plate 11, thereby improving the use strength of the reinforcing plate 11, preventing the deformation of the reinforcing plate 11, and improving The service life of the high reinforcement plate 11 is improved. The vertical plates 41 are fixedly connected to both sides of the top of the flood embankment body 1. A lifting groove 42 is opened on one side of the vertical plate 41. A lifting block 43 is slidably connected in the lifting groove 42. A motor 44 is fixedly connected to the top of the vertical plate 41. A screw rod 45 is fixedly connected to the output end of the motor 44. The screw rod 45 is screwed to the lifting block 43. The screw rod 45 is rotatably connected to the vertical plate 41. The lifting block 43 is slidably connected to the lifting groove 42. The reinforcement plate 11 is fixedly connected to the lifting block 43. The screw rod 45 can be driven to rotate by starting the motor 44. The rotation of the screw rod 45 can drive the lifting block 43 to move vertically in the lifting groove 42, and then the reinforcement plate 11 can be driven to move vertically. The height of the reinforcement plate 11 can be adjusted to prevent floods from overflowing the flood control embankment body 1. A limiting groove 51 is provided on one side of the movable groove 24 relative to the sliding opening 25. A limiting block 52 is slidably connected in the limiting groove 51. The limiting block 52 is fixedly connected to the first oblique rod 22. When the first oblique rod 22 moves, the limiting block 52 can be driven to move. The movement of the limiting block 52 can limit the moving distance of the first oblique rod 22 to prevent it from leaving the movable groove 24. A plurality of evenly arranged plug rods 81 are fixedly connected to the bottom of the support plate 21. The bottom of the plug rod 81 is conical. The plug rod 81 can be inserted into the flood control embankment body 1, thereby supporting and fixing the support plate 21 to prevent it from shifting.

[0024] See also Figure 1 , Figure 2 , Figure 3 as well as Figure 5, the outer support member includes a connection block 31 connected to one side of the flood control dike main body 1, a plurality of support grooves 32 evenly arranged on one side of the connection block 31, a support rod 33 connected to the support groove 32, an impact-resistant plate 34 connected to one end of the support rod 33, and a spring 35 sleeved outside the support rod 33. The support rod 33 is slidably connected to the support groove 32, and both ends of the spring 35 are fixedly connected to the connection block 31 and the impact-resistant plate 34 respectively. When the water wave beats the impact-resistant plate 34, the impact-resistant plate 34 can drive the support rod 33 to move, and at the same time, it can squeeze the spring 35 to deform. The spring 35 plays a buffering role between the impact-resistant plate 34 and the flood control dike main body 1, playing a role in protecting the flood control dike main body 1, effectively extending the service life of the flood control dike main body 1. Guide columns 61 are fixedly connected to both sides of the impact-resistant plate 34 respectively, and a plurality of guide plates 62 arranged evenly are fixedly connected between the two guide columns 61. The guide columns 61 and the guide plates 62 can disperse the water wave in multiple directions, which can reduce the impact on the impact-resistant plate 34. A plurality of diversion openings 71 arranged evenly are opened on one side of the flood control dike main body 1. The shape of the diversion opening 71 is C-shaped. After the water flow passes through the diversion opening 71, it can offset the impact of the subsequent water flow, further protecting the flood control dike main body 1.

[0025] Working principle: During work, when it is necessary to adjust the height of the reinforcement plate 11, first rotate the fixing nut 27 so that the fixing nut 27 moves away from the second inclined rod 23. At this time, the first inclined rod 22 and the second inclined rod 23 are released. By starting the motor 44, the motor 44 can drive the lead screw 45 to work. The lead screw 45 can drive the lifting block 43 to move in the lifting groove 42. The movement of the lifting block 43 can drive the reinforcement plate 11 to move vertically. At this time, the reinforcement plate 11 can drive the second inclined rod 23 to move, so that the first inclined rod 22 slides in the movement groove 24. After adjusting to the specified position, reverse-rotate the fixing nut 27, and then the first inclined rod 22 and the second inclined rod 23 can be connected and fixed to prevent the first inclined rod 22 from moving. The back surface of the reinforcement plate 11 can be supported and fixed by the first inclined rod 22 and the second inclined rod 23 to improve its service strength. When the water wave beats the impact-resistant plate 34, the impact-resistant plate 34 can squeeze the spring 35 to deform. The spring 35 plays a buffering role between the impact-resistant plate 34 and the flood control dike main body 1, playing a role in protecting the flood control dike main body 1, effectively extending the service life of the flood control dike main body 1. The above is the working process of the entire device, and the content not described in detail in this specification belongs to the prior art well-known to those skilled in the art.

[0026] Although the embodiments of the present invention have been shown and described, for those of ordinary skill in the art, it can be understood that various changes, modifications, substitutions, and variations can be made to these embodiments without departing from the principle and spirit of the present invention. The scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. A flood embankment for a water conservancy project, comprising a flood embankment body (1), a reinforcement plate (11), a support component for improving the use strength of the reinforcement plate (11), and an external support component for improving the anti-slapping effect of the flood embankment body (1), characterized in that: The support component comprises a support plate (21), a plurality of first oblique rods (22) evenly arranged on the top of the support plate (21), a plurality of second oblique rods (23) evenly arranged on the back of the reinforcing plate (11), a movable groove (24) provided on one side of the second oblique rod (23), a sliding opening (25) provided on one side of the movable groove (24), a screw rod (26) fixedly connected to one side of the first oblique rod (22), and a fixing nut (27) connected to the outer side of the screw rod (26), wherein the fixing nut (27) is screwed to the screw rod (26), the first oblique rod (22) is slidably connected to the movable groove (24), the first oblique rod (22) is hinged to the support plate (21), and the second oblique rod (23) is hinged to the reinforcing plate (11).

2. A flood embankment for water conservancy projects according to claim 1, characterized in that: The external support component comprises a connection block (31) connected to one side of the flood embankment body (1), a plurality of support grooves (32) arranged evenly on one side of the connection block (31), a support rod (33) connected to the support groove (32), an anti-hit plate (34) connected to one end of the support rod (33), and a spring (35) sleeved on the outside of the support rod (33); the support rod (33) is slidably connected to the support groove (32), and the two ends of the spring (35) are fixedly connected to the connection block (31) and the anti-hit plate (34), respectively.

3. A flood embankment for water conservancy projects according to claim 1, characterized in that: Vertical plates (41) are fixedly connected to both sides of the top of the flood embankment body (1), and a lifting groove (42) is provided on one side of the vertical plate (41). A lifting block (43) is slidably connected in the lifting groove (42), and the lifting block (43) is slidably connected to the lifting groove (42).

4. A flood embankment for water conservancy projects according to claim 1, characterized in that: A limiting groove (51) is provided in the movable groove (24) on a side opposite to the sliding opening (25), a limiting block (52) is slidably connected in the limiting groove (51), and the limiting block (52) is fixedly connected to the first oblique rod (22).

5. A flood embankment for water conservancy projects according to claim 2, characterized in that: Guide columns (61) are fixedly connected to both sides of the anti-hit plate (34), and a plurality of evenly arranged guide plates (62) are fixedly connected between the two guide columns (61).

6. A flood embankment for water conservancy projects according to claim 1, characterized in that: One side of the flood embankment body (1) is provided with a plurality of evenly arranged diversion openings (71), and the diversion openings (71) are in a C-shape.

7. The flood embankment for water conservancy project according to claim 1, characterized in that: A plurality of evenly arranged insertion rods (81) are fixedly connected to the bottom of the support plate (21), and the bottom of the insertion rods (81) is conical.

8. The flood embankment for water conservancy project according to claim 3, characterized in that: A motor (44) is fixedly connected to the top of the vertical plate (41), a screw rod (45) is fixedly connected to the output end of the motor (44), the screw rod (45) is screwed to the lifting block (43), and the screw rod (45) is rotatably connected to the vertical plate (41).

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