Reservoir wave-resistant energy-dissipation slope protection structure

Abstract

The utility model discloses a reservoir wave-resistant energy-dissipation slope protection structure, and relates to the technical field of water conservancy projects, in particular to a reservoir wave-resistant energy-dissipation slope protection structure which comprises a buffering slope, the back face of the buffering slope is fixedly connected with a sliding rail and a positioning rod in sequence from top to bottom through screws, and the interior of the sliding rail is connected with a buffering assembly in a sliding mode. The device is fixed by inserting a sleeve rod and an inserting rod into a soil slope of a reservoir, the situation that the device is further inserted into the slope due to waves is reduced through an abutting piece, storm waves generated in the reservoir are buffered through a buffering slope, the bottom of the buffering slope rotates, the upper portion of the buffering slope is stressed and then inclines backwards, and therefore the device is protected. The impact is relieved through the spring, and the spring is reset after the stormy waves stop, so that the situation that the side slope of the reservoir is eroded due to the impact of the stormy waves, and the water storage capacity and the water quality of the reservoir are affected due to the fact that excessive soil rushes into the water body is greatly reduced; meanwhile, the situation that the water quality is affected and even the survival of aquatic organisms is affected when concrete is adopted for pouring the side slope is avoided.

Description

Technical Field

[0001] The utility model relates to the technical field of water conservancy projects, in particular to a wave-proof and energy-dissipating slope protection structure for a reservoir. Background Technique

[0002] Reservoir wave prevention refers to a series of measures taken in reservoir construction and management to prevent and reduce the impact of waves on the reservoir water surface and the surrounding environment. The waves in the reservoir not only affect water quality and the ecological environment but may also pose a threat to the surrounding infrastructure and personal safety.

[0003] In actual use, concrete blocks are usually poured to form a slope protection to reduce the erosion of the water waves in the reservoir on the reservoir slope. However, the concrete slope will also be damaged, aged, and peeled off after long-term erosion by water waves, and the construction of the concrete slope affects the survival of water bodies and aquatic organisms. Content of the Utility Model

[0004] The purpose of the utility model is to provide a wave-proof and energy-dissipating slope protection structure for a reservoir. By setting a buffer slope, a buffer component, a plug rod, and a pressing piece, the problem that in actual use of reservoir wave prevention, concrete blocks are usually poured to form a slope protection to reduce the erosion of the water waves in the reservoir on the reservoir slope, but the concrete slope will also be damaged, aged, and peeled off after long-term erosion by water waves, and the construction of the concrete slope affects the survival of water bodies and aquatic organisms is solved.

[0005] To achieve the above purpose, the utility model is realized through the following technical solutions: A wave-proof and energy-dissipating slope protection structure for a reservoir, including a buffer slope, the back of the buffer slope is fixedly connected with a slide rail and a positioning rod from top to bottom through screws, a buffer component is slidably connected inside the slide rail, and a plurality of positioning holes are opened on both sides of the positioning rod;

[0006] The buffer component includes a pulley slidably connected inside the slide rail, one side of the pulley is rotatably connected with a slide rod, one end of the slide rod is fixedly connected with an inner rod, a sleeve rod is sleeved on the surface of the inner rod, a spring is fixedly connected to the inner wall of the sleeve rod, the other end of the spring abuts against a limiting piece, and the limiting piece is fixedly connected to one end of the inner rod.

[0007] Preferably, a rotating rod is rotatably connected inside the positioning hole, and a rivet is inserted inside the rotating rod.

[0008] Preferably, a plug rod is fixedly connected to the surface of the rotating rod, a threaded hole is opened on the surface of the plug rod, and a positioning bolt for fixing a sleeve ring is threadedly connected inside the threaded hole.

[0009] Preferably, pressing pieces are fixedly connected to the surfaces of the sleeve rod and the sleeve ring, and conical heads are provided at one ends of the sleeve rod and the plug rod.

[0010] Preferably, a water retaining cover plate is fixedly connected to the upper surface of the buffer slope through bolt A, and force-bearing teeth are fixedly connected to the front surface of the buffer slope.

[0011] Preferably, a retaining cover is fixedly connected to the top end of the slide rail through bolt B.

[0012] The utility model provides a reservoir wave-proof and energy-dissipating slope protection structure, which has the following beneficial effects:

[0013] During use, the device is fixed by inserting the sleeve rod and the inserting rod into the soil slope of the reservoir. The counterweight piece is used to reduce the situation that the device is further inserted into the slope by the wave-proof effect. The buffer slope buffers the wind and waves generated in the reservoir, causing the bottom of the buffer slope to rotate and the upper part to tilt backward when stressed, and the spring relieves the impact and resets after the wind and waves stop. Thereby, it greatly reduces the erosion of the reservoir slope caused by the impact of the wind and waves, avoiding the situation that excessive soil rushes into the water body, affecting the water storage capacity and water quality of the reservoir, and at the same time avoiding the situation that pouring the slope with concrete affects the water quality and even the survival of aquatic organisms. BRIEF DESCRIPTION OF THE DRAWINGS

[0014] In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the following will briefly introduce the drawings required for use in the description of the embodiments or the prior art. Obviously, the drawings in the following description are only exemplary, and for those of ordinary skill in the art, other implementation drawings can be obtained by extension based on the provided drawings without creative efforts.

[0015] Figure 1 It is a schematic structural diagram of the present invention;

[0016] Figure 2 It is a schematic structural diagram of the present invention;

[0017] Figure 3 It is a schematic exploded view of the slide rail structure of the present invention;

[0018] Figure 4 It is a schematic cross-sectional view of the structure of the collar of the present invention.

[0019] Labels in the figure:

[0020] 1. Buffer slope; 2. Slide rail; 3. Positioning rod; 4. Pulley; 5. Slide rod; 6. Inner rod; 7. Sleeve rod; 8. Spring; 9. Limit piece; 10. Rotating rod; 11. Rivet; 12. Inserting rod; 13. Collar; 14. Counterweight piece; 15. Taper head; 16. Water retaining cover plate; 17. Force-bearing teeth; 18. Retaining cover. DETAILED DESCRIPTION OF THE EMBODIMENTS

[0021] Exemplary embodiments will be described in detail herein, and examples thereof are shown in the accompanying drawings. When the following description refers to the accompanying drawings, unless otherwise indicated, the same numbers in different drawings represent the same or similar elements. The embodiments described in the following exemplary embodiments do not represent all embodiments consistent with the present disclosure. On the contrary, they are merely examples of devices consistent with some aspects of the present disclosure as detailed in the appended claims.

[0022] The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention. All other embodiments obtained by those of ordinary skill in the art based on the embodiments of the present invention without creative efforts shall fall within the protection scope of the present invention.

[0023] As Figure 1 、 Figure 2 、 Figure 3 and Figure 4 shown, this embodiment proposes a wave-dissipating and energy-dissipating slope protection structure for a reservoir, including a buffer slope 1. The buffer slope 1 is triangular and will direct the waves upward when impacted by the waves. The back of the buffer slope 1 is fixedly connected with a slide rail 2 and a positioning rod 3 in sequence from top to bottom by screws. A buffer component is slidably connected inside the slide rail 2, and a plurality of positioning holes are provided on both sides of the positioning rod 3;

[0024] The buffer component includes a pulley 4 slidably connected inside the slide rail 2. One side of the pulley 4 is rotatably connected with a slide rod 5. One end of the slide rod 5 is fixedly connected with an inner rod 6. A sleeve rod 7 is sleeved on the surface of the inner rod 6. When the sleeve rod 7 is set, it is installed above the horizontal plane. A spring 8 is fixedly connected to the inner wall of the sleeve rod 7, and the other end of the spring 8 abuts against a limiting piece 9. The limiting piece 9 is fixedly connected to one end of the inner rod 6.

[0025] The fixing effect of the sleeve rod 7 is achieved by inserting the sleeve rod 7 into the slope, and the buffer slope 1 is kept stable by the spring 8 pushing the inner rod 6. When impacted, the pulley 4 moves in the slide rail 2 and the buffer slope 1 tilts. The force received by the buffer slope 1 is relieved by the spring 8, so as to reduce the water flow impact and reduce the damage of the equipment at the same time.

[0026] A rotating rod 10 is rotatably connected inside the positioning hole, and a rivet 11 is inserted inside the rotating rod 10.

[0027] The buffer slope 1 is supported by the rotating rod 10, and the buffer slope 1 can tilt and resist pressure when impacted.

[0028] An insertion rod 12 is fixedly connected to the surface of the rotating rod 10. A threaded hole is provided on the surface of the insertion rod 12, and a positioning bolt for fixing a sleeve ring 13 is threadedly connected inside the threaded hole.

[0029] By inserting the insertion rod 12 into the slope, the support effect on the lower half of the buffer slope 1 is achieved.

[0030] A stopper 14 is fixedly connected to the surface of the sleeve rod 7 and the sleeve ring 13 , and a cone head 15 is provided at one end of the sleeve rod 7 and the insertion rod 12 .

[0031] By setting the abutment sheet 14, it abuts against the slope, so that after being impacted, the insertion rod 12 and the sleeve rod 7 will not be impacted and further inserted into the slope, so that the buffer slope 1 maintains a relatively fixed position.

[0032] The upper surface of the buffer slope 1 is fixedly connected with a water retaining cover plate 16 via A bolts, and the front surface of the buffer slope 1 is fixedly connected with a force-bearing tooth 17 .

[0033] The water retaining cover plate 16 can block the water flow rushing onto the buffer slope 1 to prevent it from rushing to the rear of the equipment and causing the soil to loosen and fall off. At the same time, the force-bearing teeth 17 can reduce the situation where part of the water flow splashes upward and causes large water splashes, while reducing the water flow velocity.

[0034] The top end of the slide rail 2 is fixedly connected with a blocking cover 18 via bolts B.

[0035] Specifically, when the wave-proof and energy-dissipating slope protection structure of the reservoir is working / in use: when in use, the device is fixed by inserting the sleeve rod 7 and the insertion rod 12 into the soil slope of the reservoir, and the resistance piece 14 is used to reduce the situation where the device is further inserted into the slope due to the wave protection. The wind and waves generated in the reservoir are buffered by the buffer slope 1, so that the bottom of the buffer slope 1 rotates and the upper part tilts backward after being subjected to force, and the impact is alleviated by the spring 8, and it is reset after the wind and waves stop, thereby greatly reducing the impact of wind and waves that causes the slope of the reservoir to be eroded, causing excessive soil to be rushed into the water body to affect the water storage capacity and water quality of the reservoir, and at the same time avoiding the use of concrete casting slopes to affect the water quality and even the survival of aquatic organisms.

[0036] 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 reservoir wave protection and energy dissipation slope protection structure, comprising a buffer slope (1), characterized in that: The back of the buffer slope (1) is fixedly connected with a slide rail (2) and a positioning rod (3) in sequence from top to bottom by screws, a buffer assembly is slidably connected inside the slide rail (2), and a plurality of positioning holes are provided on both sides of the positioning rod (3); The buffer assembly comprises a pulley (4) slidably connected to the inside of the slide rail (2); one side of the pulley (4) is rotatably connected to a slide rod (5); one end of the slide rod (5) is fixedly connected to an inner rod (6); a sleeve rod (7) is sleeved on the surface of the inner rod (6); a spring (8) is fixedly connected to the inner wall of the sleeve rod (7); the other end of the spring (8) is tightly against a limit plate (9); and the limit plate (9) is fixedly connected to one end of the inner rod (6).

2. A reservoir wave protection and energy dissipation slope protection structure according to claim 1, characterized in that: A rotating rod (10) is rotatably connected inside the positioning hole, and a rivet (11) is inserted inside the rotating rod (10).

3. A reservoir wave protection and energy dissipation slope protection structure according to claim 2, characterized in that: The surface of the rotating rod (10) is fixedly connected with an insertion rod (12), the surface of the insertion rod (12) is provided with a threaded hole, and the interior of the threaded hole is threadedly connected with a positioning bolt for fixing the collar (13).

4. A reservoir wave protection and energy dissipation slope protection structure according to claim 3, characterized in that: The surfaces of the sleeve rod (7) and the sleeve ring (13) are both fixedly connected with a stopper (14), and one end of the sleeve rod (7) and the insertion rod (12) are both provided with a cone head (15).

5. A reservoir wave protection and energy dissipation slope protection structure according to claim 1, characterized in that: The upper surface of the buffer slope (1) is fixedly connected to a water retaining cover plate (16) via A bolts, and the front surface of the buffer slope (1) is fixedly connected to a force-bearing tooth (17).

6. A reservoir wave protection and energy dissipation slope protection structure according to claim 1, characterized in that: The top end of the slide rail (2) is fixedly connected to a blocking cover (18) via a B bolt.

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