Wave blocking wall structure with buffering function for hydroelectric power generation

Abstract

The invention relates to the technical field of hydroelectric power generation, and discloses a hydroelectric power generation wave blocking wall structure with a buffering function, which comprises a wave blocking wall foundation dam and a wave blocking wall body, and the wave blocking wall body is fixedly mounted at the top of the wave blocking wall foundation dam. A deformation joint is fixedly installed between the adjacent wave blocking wall foundation dams and the adjacent wave blocking wall body, a reinforcement assembly is fixedly arranged on the wave blocking wall foundation dams, and the reinforcement assembly is connected between the wave blocking wall foundation dams and the wave blocking wall body and used for buffering and supporting the wave blocking wall body when the wave blocking wall body is stressed. According to the scheme, firm support can be provided for the wave blocking wall body, and the risk that the wall body is damaged due to too large stress is reduced.

Description

Technical Field

[0001] The present invention relates to the technical field of hydropower generation, and in particular to a wave-blocking wall structure for hydropower generation with a buffering function. Background Art

[0002] In the related art, the wave-breaking wall, also known as the wave-proof wall, is a wall set up at the front of the dam top to prevent waves from crossing over the dam top. It is mostly used in water conservancy projects such as reservoirs, rivers, and dams, and plays an important role in wave prevention, flood prevention, and water blocking. In the structural design of the wave-breaking wall, expansion joints are provided between the walls. This structure is mainly used to alleviate two major problems: one is to deal with the deformation stress of the wall due to thermal expansion and contraction, and the other is to buffer the settlement of the wall caused by wave impact. The setting of the expansion joint allows the wall to expand and contract freely in the length direction to avoid cracking caused by constraint stress. In actual engineering, the expansion joint and the settlement joint are usually combined to form a deformation joint. The wave-breaking wall consists of an upper wall and a lower expanded foundation. The two types of gaps are distributed in an upper and lower through-type manner on the wave-breaking wall to ensure that the expansion and contraction of the wall do not interfere with each other and maintain structural stability.

[0003] However, under the long-term impact of waves, the wall may still sink and crack, which will lead to a decrease in structural strength, affecting its performance and safety reliability; therefore, it does not meet the existing needs. We have proposed a wave-breaking wall structure for hydropower generation with a buffering function. Summary of the Invention

[0004] The present invention provides a wave-breaking wall structure for hydropower generation with a buffering function. The wave-breaking wall structure for hydropower generation with a buffering function can provide solid support for the wave-breaking wall body, reduce the risk of damage to the wall body due to excessive force, and solve the problem mentioned in the above background technology that the wave-breaking wall body may still sink and crack under the long-term impact of waves, thereby leading to a decrease in structural strength.

[0005] In order to achieve the above-mentioned objectives, the present disclosure provides a wave-blocking wall structure for hydropower generation with a buffering function, comprising a wave-blocking wall foundation dam and a wave-blocking wall body, wherein the wave-blocking wall body is fixedly installed on the top of the wave-blocking wall foundation dam, and deformation joints are fixedly installed between adjacent wave-blocking wall foundation dams and wave-blocking wall bodies. A force-boosting component is fixedly provided on the wave-blocking wall foundation dam, and the force-boosting component is connected between the wave-blocking wall foundation dam and the wave-blocking wall body, and is used to buffer and support the wave-blocking wall when subjected to force;

[0006] The force-boosting assembly includes a force-boosting frame fixedly installed on the foundation dam of the wave-blocking wall, a force-boosting gear is rotatably installed in the middle of the force-boosting frame, a fixed block is fixedly installed on the back side of the wave-blocking wall, a force-bearing rack plate is fixedly connected to the bottom of the fixed block, a buffer rack plate is slidably installed on the force-boosting frame, the force-bearing rack plate and the buffer rack plate are simultaneously engaged with both sides of the force-boosting gear, and a buffer spring is connected between the force-bearing rack plate and the buffer rack plate.

[0007] Optionally, a sliding groove is provided on the force-boosting frame, and the force-bearing rack plate and the buffer rack plate are both slidably engaged with the sliding groove. The force-bearing rack plate and the buffer rack plate are both configured as L-shaped plates with racks on the sides. A spring frame 1 is fixedly installed on the bottom of the force-bearing rack plate, and a spring frame 2 is fixedly installed on the buffer rack plate. The two ends of the buffer spring respectively conflict with the spring frame 1 and the spring frame 2.

[0008] Optionally, a buffer hydraulic cylinder is installed on the foundation dam of the wave-breaking wall, and the side of the buffer hydraulic cylinder is connected to a return pipe and a discharge pipe, a support plate is fixedly installed on the force boosting frame, and a first supporting hydraulic cylinder, a second supporting hydraulic cylinder and a third supporting hydraulic cylinder are fixedly installed on the side of the support plate adjacent to the wall of the wave-breaking wall, the ends of the discharge pipe and the return pipe are respectively set in a three-pronged manner, and the ends of the discharge pipe and the return pipe are respectively connected to the first supporting hydraulic cylinder, the second supporting hydraulic cylinder and the third supporting hydraulic cylinder.

[0009] Optionally, the telescopic ends of the first supporting hydraulic cylinder, the second supporting hydraulic cylinder and the third supporting hydraulic cylinder are all in contact with the back side of the wave-breaking wall, and the first supporting hydraulic cylinder, the second supporting hydraulic cylinder and the third supporting hydraulic cylinder are arranged from top to bottom, and the first supporting hydraulic cylinder, the second supporting hydraulic cylinder and the third supporting hydraulic cylinder have the same length and increase in volume successively.

[0010] Optionally, a support frame is fixedly installed on the force boosting frame, a winding drum is fixedly installed on the side of the force boosting gear, a lifting wheel is rotatably installed on the top of the support frame, a lifting steel cable is wound on the winding drum, and the other end of the lifting steel cable passes through the lifting wheel and is fixedly connected to the top of the wave-blocking wall.

[0011] Optionally, a synchronization shaft is rotatably mounted on the side of the support frame, the synchronization shaft is coaxially fixedly connected to the lifting wheel, an output shaft is provided below the synchronization shaft, the output shaft is fixedly mounted on the side of the support frame, and transmission wheels are provided on both the synchronization shaft and the output shaft, one transmission wheel is fixedly mounted on the synchronization shaft, and the other transmission wheel is rotatably mounted on the output shaft, and the two transmission wheels are jointly sleeved with a transmission belt.

[0012] Optionally, a reinforcement dial is fixedly mounted on the side of the transmission wheel on the output shaft, and a paddle of the reinforcement dial contacts the top of the support plate;

[0013] When the wave-blocking wall is subjected to force, the force-increasing gear drives the reinforcing dial to rotate, thereby squeezing the top of the support plate toward the direction of the wave-blocking wall.

[0014] Optionally, when the wave-breaking wall is subjected to force, the buffer rack plate drives the buffer hydraulic cylinder to do work, and the first supporting hydraulic cylinder, the second supporting hydraulic cylinder and the third supporting hydraulic cylinder simultaneously provide gradient support to the wave-breaking wall.

[0015] Optionally, a protective frame is installed on the wave-breaking wall foundation dam by bolts, the top of the protective frame is fixedly connected to the top of the support plate, and the top surface of the wave-breaking wall foundation dam, the support plate and the protective frame together form a right triangle.

[0016] Optionally, a protective plate is installed between the protective frames on both sides of the deformation joint.

[0017] Through the above technical solution, the wave-blocking wall structure for hydropower generation with a buffering function provided by the present disclosure is:

[0018] 1. Through the setting of the force-boosting component, when the wave-blocking wall is subjected to force, the force-boosting component responds quickly, first using the elastic deformation of the buffer spring to achieve buffering, effectively alleviating the external force impact, and then the spring releases a greater rebound force to provide solid support for the wave-blocking wall, reducing the risk of damage to the wall due to excessive force;

[0019] 2. Through the setting of the reel, when the booster gear rotates, the reel reels the lifting cable, drives the lifting cable to be guided by the lifting wheel, and exerts a continuous upward pulling force on the top of the wall. This pulling force counteracts the tendency of the wave-breaking wall to sink, effectively sharing the external force on the wall, significantly improving the stability of the wave-breaking wall in complex hydraulic environments, and ensuring the safety and reliability of the overall structure of the wave-breaking wall;

[0020] 3. Through the setting of the buffer hydraulic cylinder, when the wave-blocking wall is subjected to force, the buffer rack plate will move up, so the buffer rack plate pulls the buffer hydraulic cylinder to do work, so that the telescopic ends of the first supporting hydraulic cylinder, the second supporting hydraulic cylinder and the third supporting hydraulic cylinder provide back support for the wave-blocking wall, thereby increasing the stability of the wave-blocking wall;

[0021] 4. Through the setting of the synchronous shaft, the output shaft and the reinforcing dial, when the lifting cable drives the lifting wheel to rotate, the synchronous shaft rotates synchronously, causing the reinforcing dial to rotate. The paddle of the reinforcing dial applies pressure to the top of the support plate, causing the support plate and the first supporting hydraulic cylinder, the second supporting hydraulic cylinder and the third supporting hydraulic cylinder thereon to deviate toward the direction of the wave-breaking wall.

[0022] Other features and advantages of the present disclosure will be described in detail in the following detailed description. BRIEF DESCRIPTION OF THE DRAWINGS

[0023] The accompanying drawings are used to provide a further understanding of the present disclosure and constitute a part of the specification. Together with the following detailed description, they are used to explain the present disclosure but do not constitute a limitation of the present disclosure. In the accompanying drawings:

[0024] Figure 1 It is a schematic diagram of the overall three-dimensional structure of the present invention.

[0025] Figure 2 For the present invention Figure 1 A schematic diagram of the enlarged structure.

[0026] Figure 3 It is a schematic diagram of the exploded three-dimensional structure of the parts of the present invention.

[0027] Figure 4 This is a schematic diagram of the structure of the force-boosting assembly of the present invention in normal state.

[0028] Figure 5 This is a structural schematic diagram of the force-boosting assembly of the present invention when subjected to force.

[0029] Figure 6 It is a schematic diagram of the three-dimensional structure of the buffer frame of the present invention.

[0030] Figure 7 It is a schematic diagram of the three-dimensional disassembled structure of the force amplifying mechanism of the present invention.

[0031] Figure 8 It is a schematic diagram of the side cross-sectional structure of the booster frame of the present invention.

[0032] Figure 9 For the present invention Figure 8 Schematic diagram of the enlarged structure at point B.

[0033] Explanation of the accompanying reference numerals: 10, wave-blocking wall foundation dam; 11, expansion joint; 20, wave-blocking wall body; 110, force-boosting frame; 120, load-bearing rack plate; 130, buffer rack plate; 140, spring frame one; 150, spring frame two; 160, buffer spring; 170, force-boosting gear; 180, slide; 190, fixed block; 210, reel; 220, lifting cable; 230, support frame; 240, lifting wheel; 310, buffer hydraulic cylinder; 320, return pipe; 330, drain pipe; 340, support plate; 350, first supporting hydraulic cylinder; 360, second supporting hydraulic cylinder; 370, third supporting hydraulic cylinder; 410, synchronous shaft; 420, transmission wheel; 430, transmission belt; 440, output shaft; 450, reinforcement dial; 510, protective frame; 520, protective plate. DETAILED DESCRIPTION

[0034] To make the above-mentioned objects, features, and advantages of the present disclosure more clearly understood, specific embodiments of the present disclosure are described in detail below with reference to the accompanying drawings. The following description sets forth many specific details to facilitate a full understanding of the present disclosure. However, the present disclosure can be implemented in many other ways than those described herein, and those skilled in the art may make similar modifications without violating the scope of the present disclosure. Therefore, the present disclosure is not limited to the specific embodiments disclosed below.

[0035] In the description of the present disclosure, it is necessary to understand that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inside", "outside", "clockwise", "counterclockwise", "axial", "radial", "circumferential" and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the accompanying drawings. They are only for the convenience of describing the present disclosure 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 cannot be understood as a limitation on the present disclosure. The terms "first" and "second" are used to distinguish one element from another and do not have sequentiality or importance. In addition, when the following description refers to the drawings, the same figure marks in different drawings represent the same or similar elements, which are not repeated in this disclosure.

[0036] In this disclosure, unless otherwise expressly specified or limited, terms such as "installed," "connected," "connect," and "fixed" should be understood in a broad sense. For example, they may refer to fixed connections, detachable connections, or integration; mechanical connections or electrical connections; direct connections or indirect connections through an intermediate medium; and internal communication between two components or interaction between two components, unless otherwise expressly limited. Those skilled in the art will understand the specific meanings of the above terms in this disclosure based on specific circumstances.

[0037] According to some embodiments of the present disclosure, a wave-blocking wall structure for hydropower generation with a buffering function is provided, referring to Figures 1-9 As shown in, the wave-blocking wall structure for hydropower generation with a buffering function includes a wave-blocking wall foundation dam 10 and a wave-blocking wall body 20. The wave-blocking wall body 20 is fixedly installed on the top of the wave-blocking wall foundation dam 10. Deformation joints 11 are fixedly installed between adjacent wave-blocking wall foundation dams 10 and wave-blocking wall bodies 20. A force-boosting component is fixedly provided on the wave-blocking wall foundation dam 10. The force-boosting component is connected between the wave-blocking wall foundation dam 10 and the wave-blocking wall body 20, and is used to buffer and support the wave-blocking wall 20 when it is subjected to force.

[0038] The force-boosting assembly includes a force-boosting frame 110 fixedly installed on the wave-blocking wall foundation dam 10, a force-boosting gear 170 is rotatably installed in the middle of the force-boosting frame 110, a fixed block 190 is fixedly installed on the back side of the wave-blocking wall 20, and a force-bearing rack plate 120 is fixedly connected to the bottom of the fixed block 190. A buffer rack plate 130 is slidably installed on the force-boosting frame 110, and the force-bearing rack plate 120 and the buffer rack plate 130 are simultaneously engaged on both sides of the force-boosting gear 170, and a buffer spring 160 is connected between the force-bearing rack plate 120 and the buffer rack plate 130.

[0039] In this way, when the wave-breaking wall body 20 is impacted by waves, the wave-breaking wall body 20 sinks. At this time, the fixed block 190 drives the force-bearing rack plate 120 to move downward, and the buffer rack plate 130 moves up through the transmission of the force-boosting gear 170. Therefore, the energy storage of the buffer spring 160 is actively increased, thereby significantly increasing the supporting force on the fixed block 190 and the wave-breaking wall body 20.

[0040] In addition, a slide groove 180 is provided on the force booster frame 110, and the load-bearing rack plate 120 and the buffer rack plate 130 are both slidably engaged with the slide groove 180. The load-bearing rack plate 120 and the buffer rack plate 130 are both configured as L-shaped plates with racks on the side. A spring frame 140 is fixedly installed at the bottom of the load-bearing rack plate 120, and a spring frame 2 150 is fixedly installed on the buffer rack plate 130. The two ends of the buffer spring 160 respectively contact the spring frame 140 and the spring frame 2 150.

[0041] Further, see Figure 2 and Figure 6 A support frame 230 is fixedly installed on the booster frame 110, a winding disk 210 is fixedly installed on the side of the booster gear 170, a lifting wheel 240 is rotatably installed on the top of the support frame 230, and a lifting steel cable 220 is wound around the winding disk 210. The other end of the lifting steel cable 220 passes through the lifting wheel 240 and is fixedly connected to the top of the wave-blocking wall 20.

[0042] Through the above technical solution, the wave-blocking wall structure for hydropower generation with a buffering function provided by the present disclosure, when in use, by setting the force-increasing component, at the moment when the wave-blocking wall body 20 is subjected to force, the force-increasing component responds quickly, first using the elastic deformation of the buffer spring 160 to achieve buffering, effectively alleviating the impact of the external force, and then the spring releases a greater rebound force, providing solid support for the wave-blocking wall body 20, reducing the risk of damage to the wall due to excessive force;

[0043] Moreover, through the setting of the winding drum 210, when the force-boosting gear 170 rotates, the winding drum 210 winds up the lifting cable 220, drives the lifting cable 220 to apply a continuous upward pulling force to the top of the wave-breaking wall 20 after being guided by the lifting wheel 240. This pulling force counteracts the downward trend of the wave-breaking wall 20, effectively shares the external force on the wall, and significantly improves the stability of the wave-breaking wall 20 in a complex hydraulic environment, ensuring the safety and reliability of the overall structure of the wave-breaking wall.

[0044] According to some embodiments of the present disclosure, a wave-blocking wall structure for hydropower generation with a buffering function is provided, referring to Figures 1-9 As shown in the figure, a buffer hydraulic cylinder 310 is installed on the wave-breaking wall foundation dam 10, and the side of the buffer hydraulic cylinder 310 is connected to the return pipe 320 and the discharge pipe 330, and a support plate 340 is fixedly installed on the force booster frame 110. The first supporting hydraulic cylinder 350, the second supporting hydraulic cylinder 360 and the third supporting hydraulic cylinder 370 are fixedly installed on the side of the support plate 340 adjacent to the wave-breaking wall body 20, and the ends of the discharge pipe 330 and the return pipe 320 are respectively set in a three-pronged manner, and the ends of the discharge pipe 330 and the return pipe 320 are respectively connected to the first supporting hydraulic cylinder 350, the second supporting hydraulic cylinder 360 and the third supporting hydraulic cylinder 370.

[0045] See Figure 8 The telescopic ends of the first supporting hydraulic cylinder 350, the second supporting hydraulic cylinder 360 and the third supporting hydraulic cylinder 370 are all in contact with the back side of the wave-blocking wall 20, and the first supporting hydraulic cylinder 350, the second supporting hydraulic cylinder 360 and the third supporting hydraulic cylinder 370 are arranged from top to bottom, and the lengths of the first supporting hydraulic cylinder 350, the second supporting hydraulic cylinder 360 and the third supporting hydraulic cylinder 370 are the same and the volumes increase successively.

[0046] Specifically, through the setting of the buffer hydraulic cylinder 310, when the wave-breaking wall 20 is subjected to force, the buffer rack plate 130 will move up, so the buffer rack plate 130 pulls the buffer hydraulic cylinder 310 to do work, so that the telescopic ends of the first supporting hydraulic cylinder 350, the second supporting hydraulic cylinder 360 and the third supporting hydraulic cylinder 370 provide back support to the wave-breaking wall 20, thereby increasing the stability of the wave-breaking wall 20.

[0047] In addition, a synchronization shaft 410 is rotatably installed on the side of the support frame 230, and the synchronization shaft 410 is coaxially fixedly connected to the lifting wheel 240. An output shaft 440 is provided below the synchronization shaft 410, and the output shaft 440 is fixedly installed on the side of the support frame 230. Transmission wheels 420 are provided on both the synchronization shaft 410 and the output shaft 440. One transmission wheel 420 is fixedly installed on the synchronization shaft 410, and the other transmission wheel 420 is rotatably installed on the output shaft 440. The two transmission wheels 420 are jointly covered with a transmission belt 430.

[0048] See Figure 8 and Figure 9 A reinforcing dial 450 is fixedly mounted on the side of the transmission wheel 420 on the output shaft 440, and the paddle of the reinforcing dial 450 contacts the top of the support plate 340. In the specific setting, a rubber block is provided on the top of the support plate 340, and the reinforcing dial 450 contacts the rubber block.

[0049] When the wave-breaking wall body 20 is subjected to force, the force-increasing gear 170 drives the reinforcing dial 450 to rotate, pressing the top of the support plate 340 toward the direction of the wave-breaking wall body 20 .

[0050] When the wave-breaking wall 20 is subjected to force, the buffer rack plate 130 drives the buffer hydraulic cylinder 310 to work, and the first supporting hydraulic cylinder 350 , the second supporting hydraulic cylinder 360 and the third supporting hydraulic cylinder 370 simultaneously provide gradient support to the wave-breaking wall 20 .

[0051] A protective frame 510 is bolted to the wave-blocking wall foundation dam 10. The top of the protective frame 510 is fixedly connected to the top of the support plate 340. The top surface of the wave-blocking wall foundation dam 10, the support plate 340, and the protective frame 510 together form a right triangle. A protective plate 520 is installed between the protective frames 510 on both sides of the expansion joint 11.

[0052] The first supporting hydraulic cylinder 350, the second supporting hydraulic cylinder 360, and the third supporting hydraulic cylinder 370 are arranged in sequence from top to bottom, and the three have the same length and therefore increase in volume. Under the same hydraulic input, according to the principle of hydraulic transmission, the telescopic end of the hydraulic cylinder with a larger volume extends a shorter distance. Therefore, the telescopic ends of the first supporting hydraulic cylinder 350, the second supporting hydraulic cylinder 360, and the third supporting hydraulic cylinder 370 will extend a distance that gradually decreases in order from top to bottom. This ingenious design enables the three supporting hydraulic cylinders to provide a gradient support force for the wave-blocking wall 20, which is consistent with the mechanical distribution characteristics of the wall force, effectively disperses the external force impact on the wall, and significantly improves the support stability and support effect of the wave-blocking wall 20.

[0053] Through the above technical solution, the wave-blocking wall structure for hydropower generation with a buffering function provided by the present disclosure, when in use, by setting the synchronous shaft 410, the output shaft 440 and the reinforcing dial 450, when the lifting cable 220 drives the lifting wheel 240 to rotate, the synchronous shaft 410 rotates synchronously, causing the reinforcing dial 450 to rotate, and the paddle of the reinforcing dial 450 applies pressure to the top of the support plate 340, causing the support plate 340 and the first supporting hydraulic cylinder 350, the second supporting hydraulic cylinder 360, and the third supporting hydraulic cylinder 370 thereon to deviate toward the direction of the wave-blocking wall 20. This deviation enables the supporting hydraulic cylinder to provide support force in a posture that is more in line with the force direction of the wall, further enhancing the buffering effect on the wall. Through the coordinated operation of this solution, dynamic offset compensation is achieved, which effectively disperses the external force impact on the wall and significantly improves the structural strength and service life of the wave-blocking wall of the water conservancy project.

[0054] The preferred embodiments of the present disclosure are described in detail above in conjunction with the accompanying drawings. However, the present disclosure is not limited to the specific details of the above embodiments. Within the technical concept of the present disclosure, various simple modifications can be made to the technical solutions of the present disclosure, and these simple modifications all fall within the scope of protection of the present disclosure.

[0055] It should also be noted that the various specific technical features described in the above specific embodiments can be combined in any appropriate manner without contradiction. In order to avoid unnecessary repetition, the present disclosure will not further describe various possible combinations.

[0056] In addition, the various embodiments of the present disclosure may be arbitrarily combined, and as long as they do not violate the concept of the present disclosure, they should also be regarded as the contents disclosed by the present disclosure.

Claims

1. A wave-blocking wall structure for hydropower generation with a buffering function, comprising a wave-blocking wall foundation dam (10) and a wave-blocking wall body (20), wherein the wave-blocking wall body (20) is fixedly installed on the top of the wave-blocking wall foundation dam (10), and deformation joints (11) are fixedly installed between adjacent wave-blocking wall foundation dams (10) and wave-blocking wall bodies (20), characterized in that: A force-increasing component is fixedly provided on the wave-blocking wall foundation dam (10), and the force-increasing component is connected between the wave-blocking wall foundation dam (10) and the wave-blocking wall body (20), and is used to buffer and support the wave-blocking wall body (20) when it is subjected to force; The force-boosting assembly comprises a force-boosting frame (110) fixedly mounted on the wave-blocking wall foundation dam (10), a force-boosting gear (170) being rotatably mounted in the middle of the force-boosting frame (110), a fixed block (190) being fixedly mounted on the back side of the wave-blocking wall body (20), a force-bearing rack plate (120) being fixedly connected to the bottom of the fixed block (190), a buffer rack plate (130) being slidably mounted on the force-boosting frame (110), the force-bearing rack plate (120) and the buffer rack plate (130) being simultaneously engaged on both sides of the force-boosting gear (170), and a buffer spring (160) being connected between the force-bearing rack plate (120) and the buffer rack plate (130).

2. The wave-blocking wall structure for hydropower generation with a buffering function according to claim 1, characterized in that: A slide groove (180) is provided on the force-boosting frame (110), and the load-bearing rack plate (120) and the buffer rack plate (130) are both slidably engaged with the slide groove (180). The load-bearing rack plate (120) and the buffer rack plate (130) are both configured as L-shaped plates with racks on the sides. A spring frame 1 (140) is fixedly installed on the bottom of the load-bearing rack plate (120), and a spring frame 2 (150) is fixedly installed on the buffer rack plate (130). The two ends of the buffer spring (160) respectively contact the spring frame 1 (140) and the spring frame 2 (150).

3. The wave-blocking wall structure for hydropower generation with a buffering function according to claim 1, characterized in that: A buffer hydraulic cylinder (310) is installed on the wave-blocking wall foundation dam (10), and a side of the buffer hydraulic cylinder (310) is connected to a return liquid pipe (320) and a discharge liquid pipe (330). A support plate (340) is fixedly installed on the force-boosting frame (110), and a first support hydraulic cylinder (350), a second support hydraulic cylinder (360), and a third support hydraulic cylinder (370) are fixedly installed on a side of the support plate (340) adjacent to the wave-blocking wall body (20). The ends of the discharge liquid pipe (330) and the return liquid pipe (320) are respectively arranged in a three-pronged manner, and the ends of the discharge liquid pipe (330) and the return liquid pipe (320) are respectively connected to the first support hydraulic cylinder (350), the second support hydraulic cylinder (360), and the third support hydraulic cylinder (370).

4. The wave-blocking wall structure for hydropower generation with a buffering function according to claim 3 is characterized in that: The telescopic ends of the first supporting hydraulic cylinder (350), the second supporting hydraulic cylinder (360) and the third supporting hydraulic cylinder (370) are all in contact with the back side of the wave-blocking wall (20), and the first supporting hydraulic cylinder (350), the second supporting hydraulic cylinder (360) and the third supporting hydraulic cylinder (370) are arranged from top to bottom, and the first supporting hydraulic cylinder (350), the second supporting hydraulic cylinder (360) and the third supporting hydraulic cylinder (370) have the same length and their volumes increase in sequence.

5. The wave-blocking wall structure for hydropower generation with a buffering function according to claim 3 is characterized in that: A support frame (230) is fixedly mounted on the boosting frame (110), a winding disc (210) is fixedly mounted on the side of the boosting gear (170), a lifting wheel (240) is rotatably mounted on the top of the support frame (230), a lifting steel cable (220) is wound around the winding disc (210), and the other end of the lifting steel cable (220) passes through the lifting wheel (240) and is fixedly connected to the top of the wave-blocking wall (20).

6. The wave-blocking wall structure for hydropower generation with a buffering function according to claim 5, characterized in that: A synchronous shaft (410) is rotatably mounted on the side of the support frame (230), the synchronous shaft (410) is coaxially fixedly connected to the lifting wheel (240), an output shaft (440) is provided below the synchronous shaft (410), the output shaft (440) is fixedly mounted on the side of the support frame (230), and transmission wheels (420) are provided on both the synchronous shaft (410) and the output shaft (440), one transmission wheel (420) is fixedly mounted on the synchronous shaft (410), and the other transmission wheel (420) is rotatably mounted on the output shaft (440), and the two transmission wheels (420) are jointly sleeved with a transmission belt (430).

7. The wave-blocking wall structure for hydropower generation with a buffering function according to claim 6, characterized in that: A reinforcement dial (450) is fixedly mounted on the side of the transmission wheel (420) on the output shaft (440), and a paddle of the reinforcement dial (450) contacts the top end of the support plate (340); When the wave-blocking wall (20) is subjected to force, the force-increasing gear (170) drives the reinforcing dial (450) to rotate, thereby squeezing the top of the support plate (340) toward the direction of the wave-blocking wall (20).

8. The wave-blocking wall structure with a buffering function for hydropower generation according to claim 4, characterized in that: When the wave-blocking wall body (20) is subjected to force, the buffer rack plate (130) drives the buffer hydraulic cylinder (310) to perform work, and the first supporting hydraulic cylinder (350), the second supporting hydraulic cylinder (360) and the third supporting hydraulic cylinder (370) simultaneously provide gradient support for the wave-blocking wall body (20).

9. The wave-blocking wall structure with a buffering function for hydropower generation according to claim 3, characterized in that: A protective frame (510) is mounted on the wave-blocking wall foundation dam (10) by means of bolts, the top of the protective frame (510) is fixedly connected to the top of the support plate (340), and the top surface of the wave-blocking wall foundation dam (10), the support plate (340) and the protective frame (510) together form a right triangle.

10. The wave-blocking wall structure with a buffering function for hydropower generation according to claim 9, characterized in that: A protective plate (520) is installed between the protective frames (510) on both sides of the deformation joint (11).

Images