Dam water seepage and reinforcement structure and construction method

Abstract

The invention relates to the field of dam reinforcement, in particular to a dam water seepage and reinforcement structure and a construction method.The dam water seepage and reinforcement structure comprises a fixing block, a wave plate and a buffer mechanism, a plurality of sliding grooves are formed in the outer wall of one side of the fixing block at equal intervals in a penetrating mode, the inner walls of the sliding grooves are further connected with sliding blocks, and T-shaped grooves are formed in the outer walls of one sides of the sliding blocks in a penetrating mode; l-shaped connecting blocks are connected to the inner walls of the T-shaped grooves in a sliding mode, one ends of the L-shaped connecting blocks extend out of the T-shaped grooves and are fixedly connected with wave plates, new L-shaped connecting blocks can be inserted into the sliding blocks to be spliced, the buffering strength of the wave plates can be adjusted according to the size of water waves, and the use flexibility is improved; the whole reinforcing equipment does not need to be disassembled when the wave plate is replaced, the replacement efficiency is improved, the weight of the reinforcing equipment can be gradually increased according to the rising degree of the river surface, the dead weight of the dam is increased by increasing the weight of the water tank, the stability of the dam is improved, meanwhile, the weight of the reinforcing equipment cannot be reduced along with descending of river water, and the stability of the dam is guaranteed.

Description

Technical Field

[0001] The invention relates to the field of dam reinforcement, in particular to a dam water seepage and reinforcement structure and a construction method. Background Art

[0002] The dam, a key component of this water conservancy project, refers to the dike that blocks rivers and retains water. It is mainly used for water-retaining embankments in reservoirs, rivers, etc. It is an important flood control measure and also plays a key role in power generation, irrigation, and shipping.

[0003] The sudden rise of river water will increase the water pressure downstream, which may pose a threat to the stability of the dam, causing the dam to deform and then cause leakage. The dam needs to be reinforced before the sudden rise, but some reinforcement equipment can only simply block the waves when in use. The waves directly hit the reinforcement equipment, which will accelerate the damage of the reinforcement device. At the same time, when the reinforcement device is damaged and needs to be replaced, some of the reinforcement devices need to be disassembled and replaced as a whole, which reduces the replacement efficiency. Therefore, it is necessary to propose dam seepage and reinforcement structure and construction methods. Summary of the invention

[0004] In view of the problems in the prior art, the present invention provides a dam water seepage and reinforcement structure and a construction method.

[0005] The technical solution adopted by the present invention to solve its technical problems is: a dam seepage and reinforcement structure, including a fixed block, a corrugated plate and a buffer mechanism, a plurality of slide grooves are equidistantly penetrated through the outer wall of one side of the fixed block, the inner wall of the slide groove is also connected to a slider, a T-shaped groove is penetrated through the outer wall of one side of the slider, the inner wall of the T-shaped groove is slidably connected to an L-shaped connecting block, one end of the L-shaped connecting block extends outside the T-shaped groove and is fixedly connected to the corrugated plate, the inner wall of one side of the L-shaped groove is symmetrically fixedly connected to a first spring, the other end of the first spring is fixedly connected to a top block, and one end of the top block extends through and into the L-shaped connecting block.

[0006] Specifically, the buffer mechanism includes a buffer block, a cavity is formed inside the fixed block, and the inner wall of the cavity is slidably connected with the buffer block relative to the position of the slider, one end of the slide groove extends into the cavity, the slider extends into the cavity and is fixedly connected to the buffer block, a rectangular groove is formed on the lower surface of the buffer block, a rectangular block is fixedly connected to the upper surface of the buffer block, one end of the rectangular block extends into the rectangular groove, the rectangular block located at the upper end extends to the outside of the fixed block, and holes are formed on the lower surface of the fixed block relative to the position of the rectangular block, a conical block is slidably connected to the inner wall of one end of the rectangular groove, a second spring is fixedly connected to the outer wall of one side of the conical block, and the other end of the second spring is against the rectangular block.

[0007] Specifically, an outer wall on one side of the fixed block is fixedly connected to a water tank, an inner wall of the water tank is slidably connected to a floating plate, both ends of the floating plate are penetrated with a storage cavity, the inner wall of the storage cavity is slidably connected to a limiting block, and the inner walls on both sides of the water tank relative to the position of the limiting block are penetrated with a first limiting hole and a second limiting hole, one end of the limiting block extends into the first limiting hole, and a pull rope is fixedly connected to the lower surface of the floating plate.

[0008] Specifically, the upper end of the water tank is provided with an opening and is fixedly connected to a water inlet pipe, the lower surface of the water tank is provided with an opening and is fixedly connected to a drain pipe, one end of the pull rope extends outside the drain pipe and is fixedly connected to a sealing plug, and the sealing plug matches the drain pipe.

[0009] Specifically, a third spring is fixedly connected to the lower surface of the floating plate, the other end of the third spring is fixedly connected to the water tank, a fourth spring is fixedly connected to the inner wall of one side of the storage cavity, and the other end of the fourth spring is fixedly connected to the limit block.

[0010] Specifically, positioning nails are fixedly connected to the four corners of the fixing block, a water leakage hole is penetrated through the concave part of the wave plate, and drainage holes are penetrated through the inner bottom wall of the cavity and the slide groove.

[0011] Specifically, a threaded hole is formed through the inner wall of one side of the slide groove, a fixing bolt is threadedly connected to the threaded hole, one end of the fixing bolt is abutted against the top block, a conical push block is slidably connected to the inner wall of the rectangular groove, one end of the fixing bolt extends into the groove and abuts against the conical push block, and the conical push block abuts against the conical block.

[0012] The construction method of dam seepage and reinforcement structure includes the following steps:

[0013] The first step is to fill the water seepage of the dam with epoxy resin glue, and abut the water tank against the outer wall of the dam. Multiple fixing blocks can be stacked, and the rectangular block is inserted into the hole opened in the fixing block. The rectangular block moves into the rectangular groove opened in the buffer block and abuts against the second spring, and the fixing block and the water tank are fixed to the outer wall of the dam by positioning nails;

[0014] The second step is that when the water level rises, river water enters the water tank through the drainage pipe, and the water in the water tank gradually rises until it pushes the floating plate to move upward. When the buoyancy of the floating plate is greater than the elastic force of the fourth spring, the floating plate pushes the limit block to move out of the first limit hole, and the third spring pushes the floating plate to move upward. The floating plate drives the pull rope and the sealing plug to move upward until the sealing plug blocks the drainage pipe. The fourth spring pushes the limit block to move into the second limit hole to limit and fix the floating plate. By increasing the weight of the water tank, the deadweight of the dam is increased, thereby improving its anti-slip and anti-overturning capabilities. When the water level drops, the sealing plug blocks the drainage pipe and the water in the water tank cannot be discharged. The increased deadweight of the dam will not decrease. When the river water is stable, the sealing plug can be pulled outward to expose the drainage pipe, and the water is discharged through the drainage pipe. The sealing plug drives the floating plate downward through the pull rope to move the floating plate to one side of the first limit hole. The fourth spring pushes the limit block to move into the first limit hole to limit and fix the floating plate.

[0015] The third step is that when the river water hits waves, the waves hit the wave plate, the wave plate drives the slider to move upward, the slider drives the connected buffer block and the rectangular block to move upward, the second spring buffers the rectangular block, the buffer block and the wave plate, reduces the force of the waves hitting the fixed block, and the water leakage hole can discharge the accumulated water on the surface of the wave plate. When the wave plate is damaged, the fixing bolt can be turned out to drive the L-shaped connecting block to move toward the top block and compress the first spring. The L-shaped connecting block is moved out of the T-slot, and the L-shaped connecting block and the wave plate can be moved out of the slider, and the L-shaped connecting block and the wave plate are replaced. The new L-shaped connecting block and the wave plate are inserted into the slider, and the first spring pushes the L-shaped connecting block to move into the T-slot. When the fixing bolt is turned into the screw hole, the top block is limited and fixed. When the elasticity of the second spring needs to be adjusted, the fixing bolt is turned inward, and the fixing bolt pushes the conical push block downward, and the conical push block pushes the conical block to move toward the rectangular block. The rectangular block and the conical push block squeeze the second spring, and the resistance of the wave plate can be adjusted by adjusting the elastic force of the second spring.

[0016] Beneficial effects of the present invention:

[0017] (1) The dam seepage and reinforcement structure and construction method described in the present invention, when the river surface is covered with waves, the waves push the wave plate to move upward, and the wave plate drives the slider and the buffer block to move upward. The second spring buffers the buffer block to reduce the impact of the waves on the dam. The fixing bolt can be rotated inward, and the fixing bolt pushes the conical push block to squeeze the conical block. The conical block compresses the length of the second spring to increase the resistance of the wave plate. When the wave plate is damaged and needs to be replaced, the fixing bolt can be turned out, and the wave plate and the L-shaped connecting block can be moved outward. The L-shaped connecting block is removed from the slider, and a new L-shaped connecting block can be inserted into the slider for splicing. The buffering force of the wave plate can be adjusted according to the size of the waves, thereby increasing the flexibility of use. When replacing the wave plate, there is no need to disassemble the entire reinforcement equipment, thereby speeding up the replacement efficiency.

[0018] (2) The dam seepage and reinforcement structure and construction method described in the present invention, when the water level rises, water enters the water tank through the water inlet pipe. When the water in the water tank gradually increases, the water pushes the float plate to move upward, and the third spring pushes the float plate and the sealing plug to move upward. The sealing plug blocks the water inlet pipe, increasing the deadweight of the water tank. When the river water recedes, the water in the water tank cannot flow out, which still increases the deadweight of the dam. The weight of the reinforcement equipment can be gradually increased according to the degree of river level rise, and the deadweight of the dam can be increased by increasing the weight of the water tank, thereby increasing the stability of the dam. At the same time, the weight of the reinforcement equipment will not decrease as the river water drops, thereby ensuring the stability of the dam. BRIEF DESCRIPTION OF THE DRAWINGS

[0019] The present invention is further described below in conjunction with the accompanying drawings and embodiments.

[0020] Figure 1 A schematic front view of the structure of the dam seepage and reinforcement structure provided by the present invention;

[0021] Figure 2 A schematic cross-sectional view of the dam water seepage and reinforcement structure provided by the present invention;

[0022] Figure 3 A schematic diagram of the second spring installation position structure of the dam water seepage and reinforcement structure provided by the present invention;

[0023] Figure 4 A schematic diagram of the back structure of the dam seepage and reinforcement structure provided by the present invention;

[0024] Figure 5 A schematic cross-sectional view of a water tank of a dam seepage and reinforcement structure provided by the present invention;

[0025] Figure 6 A schematic cross-sectional structure diagram of a floating plate of a dam seepage and reinforcement structure provided by the present invention;

[0026] Figure 7 A schematic diagram of a floating plate moving structure of a dam seepage and reinforcement structure provided by the present invention;

[0027] Figure 8 A schematic cross-sectional structure diagram of a buffer block of a dam seepage and reinforcement structure provided by the present invention;

[0028] Fig. 9 A schematic diagram of the front view structure of the buffer block of the dam seepage and reinforcement structure provided by the present invention.

[0029] In the figure: 1. fixed block; 2. wave plate; 3. buffer mechanism; 31. buffer block; 32. rectangular block; 33. conical block; 34. second spring; 4. slider; 5. L-shaped connecting block; 6. first spring; 7. top block; 8. water tank; 9. floating plate; 10. limit block; 11. first limit hole; 12. second limit hole; 13. water inlet pipe; 14. drain pipe; 15. sealing plug; 16. third spring; 17. fourth spring; 18. positioning nail; 19. leakage hole; 20. fixing bolt; 21. conical push block; 22. pull rope. DETAILED DESCRIPTION

[0030] In order to make the technical means, creative features, objectives and effects achieved by the present invention easy to understand, the present invention is further explained below in conjunction with specific implementation methods.

[0031] like Figure 1-Figure 9 As shown, the dam seepage and reinforcement structure described in the present invention includes a fixed block 1, a corrugated plate 2 and a buffer mechanism 3. A plurality of slide grooves are equidistantly penetrated on one side outer wall of the fixed block 1, and a slider 4 is connected to the inner wall of the slide groove. A T-shaped groove is penetrated on one side outer wall of the slider 4, and an L-shaped connecting block 5 is slidably connected to the inner wall of the T-shaped groove. One end of the L-shaped connecting block 5 extends outside the T-shaped groove and is fixedly connected to the corrugated plate 2. A first spring 6 is symmetrically fixedly connected to the inner wall of one side of the L-shaped groove, and a top block 7 is fixedly connected to the other end of the first spring 6, and one end of the top block 7 extends through and into the L-shaped connecting block 5.

[0032] Among them, the buffer mechanism 3 includes a buffer block 31, a cavity is opened through the interior of the fixed block 1, and the inner wall of the cavity is slidably connected with the buffer block 31 relative to the position of the slider 4, one end of the slide groove extends into the cavity, the slider 4 extends into the cavity and is fixedly connected with the buffer block 31, a rectangular groove is opened through the lower surface of the buffer block 31, a rectangular block 32 is fixedly connected with the upper surface of the buffer block 31, one end of the rectangular block 32 extends into the rectangular groove, the rectangular block 32 located at the upper end extends to the outside of the fixed block 1, and the lower surface of the fixed block 1 relative to the position of the rectangular block 32 is penetrated by holes, a conical block 33 is slidably connected to the inner wall of one end of the rectangular groove, a second spring 34 is fixedly connected to the outer wall of one side of the conical block 33, and the other end of the second spring 34 is against the rectangular block 32.

[0033] Among them, the outer wall of one side of the fixed block 1 is fixedly connected to the water tank 8, the inner wall of the water tank 8 is slidably connected to the floating plate 9, both ends of the floating plate 9 are penetrated with a storage cavity, the inner wall of the storage cavity is slidably connected to the limiting block 10, and the inner walls on both sides of the water tank 8 are penetrated with a first limiting hole 11 and a second limiting hole 12 at the position relative to the limiting block 10. One end of the limiting block 10 extends into the first limiting hole 11, and the lower surface of the floating plate 9 is fixedly connected with a pull rope 22.

[0034] Among them, the upper end of the water tank 8 is provided with an opening and is fixedly connected to a water inlet pipe 13, the lower surface of the water tank 8 is provided with an opening and is fixedly connected to a drain pipe 14, one end of the pull rope 22 extends to the outside of the drain pipe 14 and is fixedly connected to a sealing plug 15, and the sealing plug 15 matches the drain pipe 14.

[0035] Among them, a third spring 16 is fixedly connected to the lower surface of the floating plate 9, and the other end of the third spring 16 is fixedly connected to the water tank 8. A fourth spring 17 is fixedly connected to the inner wall of one side of the storage cavity, and the other end of the fourth spring 17 is fixedly connected to the limit block 10.

[0036] Among them, the four corners of the fixed block 1 are fixedly connected with positioning nails 18, the concave part of the corrugated plate 2 is penetrated with a water leakage hole 19, and the inner bottom wall of the cavity and the slide groove is penetrated with drainage holes.

[0037] Among them, a threaded hole is penetrated through the inner wall of one side of the slide groove, and a fixing bolt 20 is threadedly connected to the threaded hole. One end of the fixing bolt 20 is abutted against the top block 7. A conical push block 21 is slidably connected to the inner wall of the rectangular groove. One end of the fixing bolt 20 extends into the groove and abuts against the conical push block 21, and the conical push block 21 abuts against the conical block 33.

[0038] The construction method of dam seepage and reinforcement structure includes the following steps:

[0039] The first step is to fill the water seepage of the dam with epoxy resin glue, and abut the water tank 8 against the outer wall of the dam. Multiple fixing blocks 1 can be stacked, so that the rectangular block 32 is inserted into the hole opened in the fixing block 1, and the rectangular block 32 moves into the rectangular groove opened in the buffer block 31 and abuts against the second spring 34, and the fixing block 1 and the water tank 8 are fixed to the outer wall of the dam through the positioning nails 18;

[0040] In the second step, when the water level rises, the river water enters the water tank 8 through the drainage pipe 14, and the water in the water tank 8 gradually rises until it pushes the floating plate 9 to move upward. When the buoyancy of the floating plate 9 is greater than the elastic force of the fourth spring 17, the floating plate 9 pushes the limiting block 10 to move out of the first limiting hole 11, and the third spring 16 pushes the floating plate 9 to move upward. The floating plate 9 drives the pull rope 22 and the sealing plug 15 to move upward until the sealing plug 15 blocks the drainage pipe 14. The fourth spring 17 pushes the limiting block 10 to move into the second limiting hole 12 to limit and fix the floating plate 9. By increasing the weight of the water tank 8 The amount of water increases the deadweight of the dam, thereby improving its anti-slip and anti-overturning capabilities. When the water level drops, the sealing plug 15 blocks the drain pipe 14, and the water in the water tank 8 cannot be discharged. The increased deadweight of the dam does not decrease. When the river water is stable, the sealing plug 15 can be pulled outward to expose the drain pipe 14, and the water is discharged through the drain pipe 14. The sealing plug 15 drives the floating plate 9 to move downward through the pull rope 22, and moves the floating plate 9 to the side of the first limiting hole 11. The fourth spring 17 pushes the limiting block 10 to move into the first limiting hole 11 to limit and fix the floating plate 9.

[0041] In the third step, when the river water is rough, the waves hit the wave plate 2, and the wave plate 2 drives the slider 4 to move upward, and the slider 4 drives the connected buffer block 31 and the rectangular block 32 to move upward, and the second spring 34 buffers the rectangular block 32, the buffer block 31 and the wave plate 2 to reduce the force of the waves hitting the fixed block 1, and the leakage hole 19 can discharge the accumulated water on the surface of the wave plate 2. When the wave plate 2 is damaged, the fixing bolt 20 can be turned out to drive the L-shaped connecting block 5 to move toward the direction of the top block 7 and compress the first spring 6, and the L-shaped connecting block 5 is moved out of the T-slot, and the L-shaped connecting block 5 and the wave plate 2 can be moved out of the slider 4. , replace the L-shaped connecting block 5 and the wave plate 2, insert the new L-shaped connecting block 5 and the wave plate 2 into the slider 4, the first spring 6 pushes the L-shaped connecting block 5 to move into the T-slot, and rotates the fixing bolt 20 into the screw hole to limit and fix the top block 7. When the elasticity of the second spring 34 needs to be adjusted, rotate the fixing bolt 20 inward, the fixing bolt 20 pushes the conical push block 21 to move downward, and the conical push block 21 pushes the conical block 33 to move toward the rectangular block 32. The rectangular block 32 and the conical push block 21 squeeze the second spring 34. The resistance of the wave plate 2 can be adjusted by adjusting the elastic force of the second spring 34.

[0042] The above shows and describes the basic principles, main features and advantages of the present invention. Those skilled in the art should understand that the present invention is not limited to the above embodiments. The above embodiments and descriptions are only for explaining the principles of the present invention. Without departing from the spirit and scope of the present invention, the present invention may have various changes and improvements, which fall within the scope of the present invention. The scope of the present invention is defined by the attached claims and their equivalents.

Claims

1. A dam seepage and reinforcement structure, comprising a fixed block (1), a corrugated plate (2) and a buffer mechanism (3), characterized in that: A plurality of slide grooves are equidistantly formed through the outer wall of one side of the fixed block (1), and the inner wall of the slide groove is connected to a slider (4). A T-shaped groove is formed through the outer wall of one side of the slider (4), and the inner wall of the T-shaped groove is slidably connected to an L-shaped connecting block (5), one end of the L-shaped connecting block (5) extends outside the T-shaped groove and is fixedly connected to the corrugated plate (2), and a first spring (6) is symmetrically fixedly connected to the inner wall of one side of the L-shaped groove, and the other end of the first spring (6) is fixedly connected to a top block (7), and one end of the top block (7) extends through the L-shaped connecting block (5).

2. The dam seepage and reinforcement structure according to claim 1, characterized in that: The buffer mechanism (3) comprises a buffer block (31), a cavity is formed through the interior of the fixed block (1), the inner wall of the cavity is slidably connected with the buffer block (31) relative to the position of the slider (4), one end of the slide groove extends through the cavity, the slider (4) extends into the cavity and is fixedly connected with the buffer block (31), a rectangular groove is formed through the lower surface of the buffer block (31), a rectangular block (32) is fixedly connected with the upper surface of the buffer block (31), one end of the rectangular block (32) extends into the rectangular groove, the rectangular block (32) located at the upper end extends through to the outside of the fixed block (1), a hole is formed through the lower surface of the fixed block (1) relative to the position of the rectangular block (32), a conical block (33) is slidably connected with the inner wall of one end of the rectangular groove, a second spring (34) is fixedly connected to the outer wall of one side of the conical block (33), and the other end of the second spring (34) is against the rectangular block (32).

3. The dam water seepage and reinforcement structure according to claim 1, characterized in that: The outer wall of one side of the fixed block (1) is fixedly connected to a water tank (8), the inner wall of the water tank (8) is slidably connected to a floating plate (9), both ends of the floating plate (9) are penetrated with a storage cavity, the inner wall of the storage cavity is slidably connected to a limiting block (10), the inner walls of both sides of the water tank (8) are penetrated with a first limiting hole (11) and a second limiting hole (12) at a position relative to the limiting block (10), one end of the limiting block (10) extends into the first limiting hole (11), and the lower surface of the floating plate (9) is fixedly connected with a pull rope (22).

4. The dam water seepage and reinforcement structure according to claim 3, characterized in that: The upper end of the water tank (8) is provided with an opening and is fixedly connected to a water inlet pipe (13); the lower surface of the water tank (8) is provided with an opening and is fixedly connected to a drain pipe (14); one end of the pull rope (22) extends outside the drain pipe (14) and is fixedly connected to a sealing plug (15); the sealing plug (15) matches the drain pipe (14).

5. The dam water seepage and reinforcement structure according to claim 3, characterized in that: A third spring (16) is fixedly connected to the lower surface of the floating plate (9), the other end of the third spring (16) is fixedly connected to the water tank (8), a fourth spring (17) is fixedly connected to the inner wall of one side of the storage cavity, and the other end of the fourth spring (17) is fixedly connected to the limit block (10).

6. The dam water seepage and reinforcement structure according to claim 1, characterized in that: The four corners of the fixed block (1) are fixedly connected with positioning nails (18), the concave part of the wave plate (2) is penetrated with a water leakage hole (19), and the inner bottom wall of the cavity and the slide groove is penetrated with a drainage hole.

7. The dam water seepage and reinforcement structure according to claim 2, characterized in that: A threaded hole is formed through the inner wall of one side of the slide groove, a fixing bolt (20) is threadedly connected to the threaded hole, one end of the fixing bolt (20) abuts against the top block (7), a conical push block (21) is slidably connected to the inner wall of the rectangular groove, one end of the fixing bolt (20) extends into the groove and abuts against the conical push block (21), and the conical push block (21) abuts against the conical block (33).

8. A construction method for dam seepage and reinforcement structure according to any one of claims 1 to 7, characterized in that: The following steps are involved: The first step is to fill the water seepage of the dam with epoxy resin glue, and to abut the water tank (8) against the outer wall of the dam. A plurality of fixing blocks (1) can be stacked, and the rectangular block (32) is inserted into the hole opened in the fixing block (1). The rectangular block (32) moves into the rectangular groove opened in the buffer block (31) and abuts against the second spring (34), and the fixing block (1) and the water tank (8) are fixed to the outer wall of the dam by means of positioning pins (18); In the second step, when the water level rises, river water enters the water tank (8) through the drainage pipe (14), and the water in the water tank (8) gradually rises until it pushes the floating plate (9) to move upward. When the buoyancy of the floating plate (9) is greater than the elastic force of the fourth spring (17), the floating plate (9) pushes the limiting block (10) to move out of the first limiting hole (11), and the third spring (16) pushes the floating plate (9) to move upward. The floating plate (9) drives the pull rope (22) and the sealing plug (15) to move upward until the sealing plug (15) blocks the drainage pipe (14). The fourth spring (17) pushes the limiting block (10) to move into the second limiting hole (12), and the floating plate (9) is limited and fixed. By increasing the water level, The weight of the water box (8) increases the deadweight of the dam, thereby improving its anti-slip and anti-overturning capabilities. When the water level drops, the sealing plug (15) blocks the drainage pipe (14), and the water in the water box (8) cannot be discharged. The increased deadweight of the dam does not decrease. When the river water is stable, the sealing plug (15) can be pulled outward to expose the drainage pipe (14), and the water is discharged through the drainage pipe (14). The sealing plug (15) drives the floating plate (9) to move downward through the pull rope (22), and the floating plate (9) is moved to the side of the first limiting hole (11). The fourth spring (17) pushes the limiting block (10) to move into the first limiting hole (11), and the floating plate (9) is limited and fixed. In the third step, when the river water is rough, the waves hit the wave plate (2), the wave plate (2) drives the slider (4) to move upward, the slider (4) drives the connected buffer block (31) and the rectangular block (32) to move upward, the second spring (34) buffers the rectangular block (32), the buffer block (31) and the wave plate (2), and reduces the force of the waves hitting the fixed block (1), the water leakage hole (19) can discharge the accumulated water on the surface of the wave plate (2), when the wave plate 2 is damaged, the fixing bolt (20) can be rotated out, drive the L-shaped connecting block (5) to move toward the top block (7) and compress the first spring (6), the L-shaped connecting block (5) is moved out of the T-shaped groove, and the L-shaped connecting block (5) and the wave plate (2) can be moved out of the slider (4). , replace the L-shaped connecting block (5) and the wave plate (2), insert the new L-shaped connecting block (5) and the wave plate (2) into the slider (4), the first spring (6) pushes the L-shaped connecting block (5) to move into the T-shaped groove, rotate the fixing bolt (20) into the screw hole, and limit and fix the top block (7). When the elasticity of the second spring (34) needs to be adjusted, rotate the fixing bolt (20) inward, the fixing bolt (20) pushes the conical push block (21) to move downward, and the conical push block (21) pushes the conical block (33) to move toward the rectangular block (32). The rectangular block (32) and the conical push block (21) squeeze the second spring (34), and the resistance of the wave plate (2) can be adjusted by adjusting the elastic force of the second spring (34).

Images