A hydraulic wave-blocking wall structure with buffer function

Abstract

The present invention relates to the technical field of wave-breaking wall structures, and in particular to a hydraulic wave-breaking wall structure with a buffering function. It comprises a cement wall, the cement wall is fixedly connected with a horizontally placed supporting steel plate, the cement wall is slidably connected with symmetrical guide columns, the symmetrical guide columns are commonly fixedly connected with a first fixed plate, the cement wall is embedded with damping rods distributed in a rectangular shape, the telescopic ends of the damping rods adjacent to each other at the same height are respectively commonly fixedly connected with a second fixed plate and a connecting frame, and a third fixed plate is fixedly connected between the first fixed plate, the second fixed plate and the connecting frame. The present invention increases the shielding height of the waves by utilizing the impact force of the waves to move the sliding plate upward, thereby reducing the amount of seawater splashing onto the right side of the cement wall, thereby providing effective protection for the buildings and personnel on the right side of the cement wall, and in normal conditions, the sliding plate does not block the coastal scenery in any way.

Description

Technical Field

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

[0002] A wave barrier is a hydraulic engineering structure that is mainly used to resist wave impact, reduce water erosion, and protect riverbanks, coastlines, ports, and waterways from damage. Wave barriers play an important role in river management, coastal protection, port construction, and reservoir maintenance.

[0003] In some coastal landscape belts, wave-breaking walls are also cast by concrete to maintain the stability and aesthetics of the coastline. The height of the wave-breaking walls cast in the landscape belts is lower than people's line of sight, so as to facilitate viewing of the coastal landscape. Since the existing wave-breaking wall structure is made of concrete, it does not have the ability to buffer the impact of waves. Long-term wave impact will cause cavitation and cracks on the wave-breaking wall, which seriously reduces the service life of the wave-breaking wall. If the wave impact wave-breaking wall collapses, it is easy for sea water to cause danger to buildings and personnel on the coastal landscape belt. Summary of the invention

[0004] The invention provides a hydraulic wave-blocking wall structure with a buffering function to solve the defect that the existing wave-blocking wall has no buffering capacity.

[0005] Technical solution: A water conservancy wave-blocking wall structure with a buffering function, comprising a cement wall, a horizontally placed supporting steel plate fixedly connected to the bottom of the cement wall, a symmetrical guide column slidably connected to the cement wall, the symmetrical guide columns are commonly fixedly connected to a first fixed plate, a damping rod distributed in a rectangular shape is embedded in the cement wall, the damping rods adjacent to the lower side are commonly fixedly connected to a second fixed plate, the telescopic ends of the damping rods adjacent to the upper side are commonly fixedly connected to a connecting frame, the connecting frame is located on the upper side of the second fixed plate, and the first fixed plate, the second fixed plate and the connecting frame are fixedly connected A third fixed plate, a sliding plate is slidably connected to the outer side of the third fixed plate, the sliding plate is slidably matched with the connecting frame, the third fixed plate is fixedly connected to a symmetrical arc guide rod through a first mounting seat, a connecting plate is slidably connected to the arc guide rod, the arc guide rod is sleeved with a first elastic member, the two ends of the first elastic member are respectively fixedly connected to the first mounting plate and the connecting plate adjacent to the arc guide rod, the connecting plate is fixedly connected to the adjacent sliding plate, the supporting steel plate and the second fixed plate are jointly provided with a buffer mechanism, and the buffer mechanism is used to reduce the impact force of waves on the cement wall.

[0006] Furthermore, the sliding plate and the third fixed plate are both configured as arc-shaped plates, the curvature of the sliding plate gradually increases from bottom to top, and the upper side of the sliding plate is flush with the upper side of the cement wall, so as to reduce obstruction to the line of sight.

[0007] Further, the buffer mechanism includes a symmetrical first support shell, the symmetrical first support shells are all fixedly connected to the upper side of the support steel plate, the first support shell is perpendicular to the support steel plate, the first support shell is slidably connected with an extrusion rod, a second elastic member is arranged in the first support shell, both ends of the second elastic member are respectively fixedly connected to the adjacent extrusion rod and the adjacent first support shell, the first support shell is provided with a first through groove for exhaust, the upper end of the extrusion rod is hinged with a first hinge plate, the first hinge plate is hinged with the second fixed plate, a symmetrical support plate is fixedly connected to the upper side of the support steel plate, the support plate is fixedly connected to the adjacent first support shell, the support plate is bolted to the cement wall, and the support plate is used to improve the connection strength of the adjacent first support shells.

[0008] Further, it also includes a positioning mechanism, which is arranged on a side of the second fixed plate close to the cement wall, and the positioning mechanism is used to slow down the resetting speed of the sliding plate. The positioning mechanism includes symmetrical damping rods, and the symmetrical damping rods are all fixedly connected to the side of the second fixed plate close to the cement wall. The side of the second fixed plate close to the cement wall is fixedly connected to a symmetrical first telescopic rod, and hydraulic oil is filled in the first telescopic rod. A first resetting member is arranged in the first telescopic rod. The symmetrical first telescopic rod and the symmetrical damping rod are jointly fixedly connected to an extrusion plate that is extruded and matched with the cement wall. A symmetrical second telescopic rod is fixedly connected to the side of the connecting frame close to the supporting steel plate through a second mounting seat. The second telescopic rod is connected to the adjacent first telescopic rod through an oil guide pipe. The telescopic end of the second telescopic rod is hinged with a rotating plate, and the rotating plate is connected to the telescopic end of the second telescopic rod through a connecting shaft. The telescopic end of the second telescopic rod is limitedly matched with the adjacent rotating plate, and the sliding plate is fixedly connected to symmetrical fixing columns, and the fixing columns are limitedly matched with the adjacent rotating plate.

[0009] Furthermore, a symmetrical second mounting plate is fixedly connected to the connecting shaft of the rotating plate, and a torsion spring is fixedly connected between the second mounting plate on the connecting shaft of the rotating plate and the telescopic end of the adjacent second telescopic rod for driving the rotating plate to reset.

[0010] Furthermore, an auxiliary buffer mechanism is included, which is used to extend the service life of the second elastic member. The auxiliary buffer mechanism is arranged on the upper side of the supporting steel plate. The auxiliary buffer mechanism includes a second supporting shell, which is fixedly connected to the upper side of the supporting steel plate, the supporting plate is fixedly connected between the second supporting shell and the supporting steel plate, the supporting plate between the second supporting shell and the supporting steel plate is bolted to the cement wall, a third elastic member is arranged in the second supporting shell, a symmetrical second through groove is arranged in the second supporting shell, a sliding block is slidably connected in the second supporting shell, and the The sliding block is limitedly matched with the second through groove of the second supporting shell, and the two ends of the third elastic member are respectively fixedly connected to the sliding block and the second supporting shell, and the middle part of the second fixed plate is hinged with a second hinge plate, and the second hinge plate is hinged with a sliding column, and the sliding column passes through the second supporting shell and the sliding block, and the second supporting shell and the sliding block are both slidably matched with the sliding column, and the sliding block is provided with a limiting component, and the limiting component is used to connect the sliding block and the sliding column, and the upper side of the supporting steel plate is provided with an extrusion component, and the extrusion component is used to control the connection state of the sliding block and the sliding column.

[0011] Further, the limit assembly includes a fixed seat, the fixed seat is fixedly connected to one side of the sliding block, the fixed seat is fixedly connected to a third telescopic rod, the third telescopic rod is provided with a second reset member, the fixed seat is slidably connected to a limit column, the limit column is provided with a blind hole, the telescopic end of the third telescopic rod is located in the blind hole of the limit column, the telescopic end of the third telescopic rod is slidably matched with the blind hole of the limit column, a fourth elastic member is provided in the blind hole of the limit column, two ends of the fourth elastic member are respectively fixedly connected to the telescopic end of the third telescopic rod and the limit column, the sliding block and the sliding column are both provided with limit holes, the limit column is slidably connected to the limit hole of the sliding block and is limit-matched with the limit hole of the sliding column.

[0012] Further, the extrusion assembly includes a first fixed shell, which is fixedly connected to the upper side of the supporting steel plate through a third mounting seat, and a sliding rod is sealed and slidably connected inside the first fixed shell, and the sliding rod passes through the first fixed shell, and the sliding rod is fixedly connected to the first fixed plate through a third mounting plate, and a sealing portion of the sliding rod is provided with symmetrical through holes, and hydraulic oil is filled in the first fixed shell, and an oil guide pipe is connected between the first fixed shell and the third telescopic rod, and a flow blocking component is provided on the oil guide pipe between the first fixed shell and the third telescopic rod, and the flow blocking component is used to slow down the retraction speed of the telescopic end of the third telescopic rod.

[0013] Further, the flow blocking component includes a second fixed shell, the second fixed shell is connected to the oil guide pipe between the first fixed shell and the third telescopic rod, a fixing ring is fixedly connected in the second fixed shell, a fifth elastic member is fixedly connected to the second fixed shell, a sealing plate is fixedly connected to the fifth elastic member, and the sealing plate is sealed and limitedly matched with the fixing ring.

[0014] Furthermore, a through hole is provided in the middle of the blocking plate, and the diameter of the through hole in the middle of the blocking plate is smaller than the diameter of the oil guide pipe between the first fixed shell and the third telescopic rod, so as to slow down the reflux speed of the hydraulic oil.

[0015] The beneficial effects of the present invention are: 1. The present invention increases the shielding height of the waves by utilizing the impact force of the waves to move the sliding plate upward, thereby reducing the amount of seawater splashing onto the right side of the cement wall, thereby providing effective protection for the buildings and personnel on the right side of the cement wall, and in normal conditions, the sliding plate does not block the coastal scenery in any way.

[0016] 2. The present invention utilizes the cooperation of the first hinged plate and the extrusion rod to convert the lateral impact force of the waves into the vertical extrusion force of the first support shell and the support steel plate on the coast, thereby reducing the impact force of the waves on the cement wall and increasing the service life of the cement wall.

[0017] 3. The present invention utilizes the limiting cooperation between the rotating plate and the adjacent fixed column to extend the resetting time of the sliding plate moving downward, thereby avoiding excessive frequency of wave impact, which causes the sliding plate to move back and forth and the first elastic member to be frequently compressed, thereby improving the stability of the wave-blocking wall structure.

[0018] 4. The present invention utilizes a third elastic member to assist the two second elastic members in buffering the impact force of waves, and when low-impact waves impact the sliding plate, the third elastic member is not compressed and subjected to force. When the second elastic members are unable to buffer the impact force of waves, the elastic force of the third elastic member buffers the impact of waves, thereby improving the stability of the wave-blocking wall in severe weather. BRIEF DESCRIPTION OF THE DRAWINGS

[0019] Figure 1 It is a schematic diagram of the three-dimensional structure of the present invention;

[0020] Figure 2 It is a three-dimensional structural schematic diagram of the connecting frame, sliding plate and other parts of the present invention;

[0021] Figure 3 It is a schematic diagram of the cross-sectional three-dimensional structure of the cement wall of the present invention;

[0022] Figure 4 It is a three-dimensional structural schematic diagram of the second fixing plate and arc-shaped guide rod and other parts of the present invention;

[0023] Figure 5It is a schematic diagram of a cross-sectional three-dimensional structure of the first supporting shell of the present invention;

[0024] Figure 6 It is a three-dimensional structural schematic diagram of the first telescopic rod and the second telescopic rod and other parts of the present invention;

[0025] Figure 7 It is a schematic diagram of the three-dimensional structure of the second telescopic rod and the rotating plate of the present invention;

[0026] Figure 8 It is a three-dimensional structural schematic diagram of the second supporting shell and the first fixed shell and other parts of the present invention;

[0027] Fig. 9 is a schematic cross-sectional three-dimensional structural diagram of the second supporting shell of the present invention;

[0028] Fig.10 It is a schematic diagram of the cross-sectional three-dimensional structure of the sliding block and the limiting column of the present invention;

[0029] Fig.11 It is a schematic diagram of a cross-sectional three-dimensional structure of the first fixed shell of the present invention;

[0030] Fig.12 It is a schematic diagram of the cross-sectional three-dimensional structure of the second fixing shell, the fixing ring and the sealing plate of the present invention.

[0031] Markings in the accompanying drawings: 1: cement wall, 2: supporting steel plate, 3: guide column, 4: first fixed plate, 5: second fixed plate, 6: connecting frame, 7: damping rod, 8: third fixed plate, 9: sliding plate, 10: arc guide rod, 11: connecting plate, 12: first elastic member, 13: first supporting shell, 14: extrusion rod, 15: second elastic member, 16: first hinged plate, 17: supporting plate, 18: damping rod, 19: first telescopic rod, 20: second telescopic rod, 21: rotating plate, 22: fixed column, 23: second supporting shell, 24: third elastic member, 25: sliding block, 26: second hinged plate, 27: sliding column, 28: fixed seat, 29: third telescopic rod, 30: limiting column, 31: fourth elastic member, 32: first fixed shell, 33: sliding rod, 34: second fixed shell, 35: fixing ring, 36: fifth elastic member, 37: blocking plate. DETAILED DESCRIPTION

[0032] Here, exemplary embodiments will be described in detail, examples of which are shown in the accompanying drawings. When the following description refers to the drawings, unless otherwise indicated, the same numbers in different drawings represent the same or similar elements. The implementations described in the following exemplary embodiments do not represent all implementations consistent with the present disclosure.

[0033] Embodiment 1: It is found through research that the existing wave-blocking wall structure is made of concrete casting and does not have the ability to buffer the impact of waves. It will cause cavitation and cracks on the wave-blocking wall over a long period of time, which seriously reduces the service life of the wave-blocking wall. The following embodiments are adopted to overcome the above problems.

[0034] A water conservancy wave-blocking wall structure with buffer function, referring to Figure 1-Figure 6 , including a cement wall 1, a horizontal support steel plate 2 is fixedly connected to the bottom of the cement wall 1, the support steel plate 2 is directly installed on the embankment on the coast, the support steel plate 2 and the cement wall 1 are connected by bolts, the cement wall 1 is slidably connected with two symmetrical guide columns 3, the two guide columns 3 are jointly fixed with a first fixing plate 4, and four damping rods 7 distributed in a rectangular shape are embedded in the cement wall 1. The damping rod 7 is an existing device, and its internal structure is not shown in the attached drawings. The telescopic end of the damping rod 7 will generate resistance when it is pulled outward, and the lower side The adjacent damping rods 7 are fixedly connected to a second fixing plate 5, and the telescopic ends of the adjacent damping rods 7 on the upper side are fixedly connected to a connecting frame (6), and the connecting frame 6 is located on the upper side of the second fixing plate 5. A third fixing plate 8 is fixedly connected between the first fixing plate 4, the second fixing plate 5 and the connecting frame 6. The third fixing plate 8 is located on the left side of the cement wall 1. The left side of the third fixing plate 8 is slidably connected to a sliding plate 9, and the sliding plate 9 is used to reduce the impact area of ​​the waves on the cement wall 1. The sliding plate 9 is slidably matched with the connecting frame 6, and the connecting frame 6 is used to slide the sliding plate 9. The third fixing plate 8 is fixedly connected with two symmetrical arc-shaped guide rods 10 through the first mounting seat. The two arc-shaped guide rods 10 are located at the front and rear sides of the third fixing plate 8. A connecting plate 11 is slidably connected to the arc-shaped guide rod 10. The connecting plate 11 is fixedly connected to the adjacent sliding plate 9. The arc-shaped guide rod 10 is sleeved with a first elastic member 12. The first elastic member 12 is set as a spring. The two ends of the first elastic member 12 are respectively fixedly connected to the first mounting plate and the connecting plate 11 of the adjacent arc-shaped guide rod 10. After the sliding plate 9 is impacted by the waves, the waves are Under the action of the curved surface of the movable plate 9, the seawater is directed upward, and under the impact of the waves, the sliding plate 9 slides upward along the third fixed plate 8. The supporting steel plate 2 and the second fixed plate 5 are jointly provided with a buffer mechanism, and the buffer mechanism is used to reduce the impact force of the waves on the concrete wall 1. The sliding plate 9 and the third fixed plate 8 are both configured as curved plates, and the curvature of the sliding plate 9 gradually increases from bottom to top, which is used to guide the waves, and the upper side of the sliding plate 9 is flush with the upper side of the concrete wall 1, which is used to reduce the obstruction of the line of sight and facilitate people to appreciate the coastline scenery.

[0035] Reference Figure 4 and Figure 5The buffer mechanism includes two symmetrical first support shells 13, both of which are fixed to the upper side of the support steel plate 2, the first support shell 13 is perpendicular to the support steel plate 2, the first support shell 13 is slidably connected with an extrusion rod 14, a second elastic member 15 is arranged in the first support shell 13, the second elastic member 15 is arranged as a spring, and the upper and lower ends of the second elastic member 15 are respectively fixed to the adjacent extrusion rod 14 and the adjacent first support shell 13, after the sliding plate 9 is impacted by the waves, the two second elastic members 15 are compressed to buffer the impact force of the waves, and the first support shell 13 is provided with a first through groove for exhausting air, so that When the extrusion rod 14 slides downward, the upper end of the extrusion rod 14 is hinged with a first hinge plate 16, and the first hinge plate 16 is hinged with the second fixed plate 5. When the second fixed plate 5 moves to the right, the first hinge plate 16 cooperates with the extrusion rod 14 to make the extrusion rod 14 move vertically downward and squeeze the adjacent second elastic member 15. Two symmetrical support plates 17 are fixedly connected to the upper side of the support steel plate 2. The support plate 17 is fixedly connected to the adjacent first support shell 13. The support plate 17 is bolted to the cement wall 1. The support plate 17 is used to improve the connection strength of the adjacent first support shell 13 to prevent the first support shell 13 from tilting during operation.

[0036] The staff arranged the cement wall 1 neatly at the edge of the coastal embankment (such as Figure 1 ), under normal conditions, personnel can normally watch the coastal scenery on the right side of the cement wall 1, but when encountering bad weather, the waves continue to hit the coast, and when the waves hit the left side of the sliding plate 9, the sliding plate 9 is pushed to the right, and the sliding plate 9 pushes the third fixed plate 8 to the right, and the third fixed plate 8 drives the first fixed plate 4, the second fixed plate 5 and the connecting frame 6 to move to the right synchronously, and the first fixed plate 4 drives the two guide columns 3 to slide to the right, and the guide columns 3 slide to the right along the cement wall 1, and at the same time, the second fixed plate 5 and the connecting frame 6 squeeze the telescopic end of the connected damping rod 7, and the telescopic end of the damping rod 7 is compressed, and the telescopic end of the damping rod 7 is The end of the sliding plate 9 contracts inwardly. During the above process, the waves impact the left side of the sliding plate 9. After the waves contact the sliding plate 9, they begin to splash upward. Driven by the sea water, the sliding plate 9 slides upward along the connecting frame 6. The sliding plate 9 drives the two connecting plates 11 to move upward synchronously. The connecting plates 11 slide upward along the adjacent arc-shaped guide rods 10. At the same time, the first elastic member 12 is squeezed, and the sliding plate 9 moves upward, which increases the shielding height of the waves, thereby reducing the amount of sea water splashing onto the right side of the cement wall 1, thereby providing effective protection for the buildings and personnel on the right side of the cement wall 1, and under normal conditions, the sliding plate 9 does not block the coastal scenery.

[0037] When the sliding plate 9 is impacted by the waves and moves to the right, the second fixed plate 5 moves to the right, and the second fixed plate 5 squeezes the connected extrusion rod 14 downward through the first hinged plate 16. The extrusion rod 14 starts to move downward along the adjacent first supporting shell 13, and the extrusion rod 14 squeezes the adjacent second elastic member 15. The second elastic member 15 is compressed to buffer the impact force of the waves. The first hinged plate 16 and the extrusion rod 14 cooperate to convert the lateral impact force of the waves into a vertical extrusion force of the first supporting shell 13 and the supporting steel plate 2 on the coast, thereby reducing the impact force of the waves on the cement wall 1 and increasing the service life of the cement wall 1.

[0038] After the impact of the waves ends, under the elastic force of the second elastic member 15, the extrusion rod 14 and the first hinged plate 16 move in the opposite direction and reset. The telescopic ends of the four damping rods 7 are damped when resetting, thereby slowing down the reset speed of the third fixed plate 8 and the sliding plate 9, until the third fixed plate 8 and the sliding plate 9 are reset to the initial position, the telescopic ends of the damping rods 7 are reset at the same time, and the two guide columns 3 are also reset. In the process of resetting the third fixed plate 8 and the sliding plate 9, under the elastic force of the two first elastic members 12, the first elastic member 12 drives the adjacent connecting plates 11 to slide and reset along the adjacent arc guide rods 10, and the two connecting plates 11 drive the sliding plate 9 to reset, and the upper side of the sliding plate 9 is flush with the upper side of the cement wall 1 again. When the waves hit the sliding plate 9 again, the wave-blocking wall repeats the above process again to block the waves.

[0039] Example 2: Based on Example 1, Figure 4 , Figure 6 and Figure 7, also includes a positioning mechanism, the positioning mechanism is arranged on the right side of the second fixed plate 5, the positioning mechanism is used to slow down the reset speed of the sliding plate 9, the positioning mechanism includes two symmetrical damping rods 18, the two damping rods 18 are fixedly connected to the right side of the second fixed plate 5, the right side of the second fixed plate 5 is fixedly connected with two symmetrical first telescopic rods 19, the first telescopic rod 19 is an existing hydraulically driven telescopic rod, and its internal structure is not shown in the accompanying drawings, the first telescopic rod 19 is filled with hydraulic oil, the first telescopic rod 19 is provided with a first reset member, the first reset member in the first telescopic rod 19 is used to drive its telescopic end to reset, the two first telescopic rods 19 and the two damping rods 18 are jointly fixedly connected with an extrusion plate, the above-mentioned extrusion plate is extruded and matched with the cement wall 1, the lower side of the connecting frame 6 is fixedly connected with two symmetrical second telescopic rods 20 through a second mounting seat, the second telescopic rod 2 0 is an existing hydraulically driven telescopic rod, and its internal structure is not shown in the accompanying drawings. The second telescopic rod 20 is connected to the adjacent first telescopic rod 19 through an oil guide pipe. The telescopic end of the second telescopic rod 20 is hinged with a rotating plate 21, and the rotating plate 21 is connected to the telescopic end of the second telescopic rod 20 through a connecting shaft. The telescopic end of the second telescopic rod 20 is limited and matched with the adjacent rotating plate 21. The sliding plate 9 is fixedly connected with two symmetrical fixed columns 22, and the fixed columns 22 are limited and matched with the adjacent rotating plates 21. After the rotating plate 21 limits the adjacent fixed columns 22, the sliding plate 9 cannot move downward and reset. The front and rear ends of the connecting shaft of the rotating plate 21 are respectively fixedly connected with second mounting plates. A torsion spring is fixedly connected between the second mounting plate on the connecting shaft of the rotating plate 21 and the telescopic end of the adjacent second telescopic rod 20, which is used to drive the rotating plate 21 to reset, so that the rotating plate 21 remains in a horizontal state.

[0040] After the sliding plate 9 is impacted by the waves, the third fixed plate 8 and the sliding plate 9 move to the right synchronously, and the third fixed plate 8 drives the second fixed plate 5 to move to the right, and the second fixed plate 5 drives the two damping rods 18 and the two first telescopic rods 19 thereon to move to the right synchronously, and the extrusion plate between the two damping rods 18 and the two first telescopic rods 19 is squeezed on the left side of the cement wall 1. At this time, the telescopic ends of the two damping rods 18 and the two first telescopic rods 19 shrink at the same time. When the telescopic end of the first telescopic rod 19 shrinks, the first reset member in the first telescopic rod 19 is compressed, and the hydraulic oil in the first telescopic rod 19 flows into the adjacent second telescopic rod 20 along the oil guide pipe. The telescopic end of the second telescopic rod 20 drives the rotating plate 21 thereon to extend outward. In the process of the telescopic end of the second telescopic rod 20 extending outward, the sliding plate 9 drives the two fixed columns 22 thereon to move upward synchronously. In the process of the fixed column 22 moving upward, the fixed column 22 will squeeze the adjacent rotating plate 21 upward, and the rotating plate 21 will be rotated. The movable plate 21 swings upward along the telescopic end of the adjacent second telescopic rod 20, and under the action of the torsion spring, the rotating plate 21 swings to a horizontal state again. When the wave stops impacting, the two first elastic members 12 will drive the sliding plate 9 to move downward. The specific process of resetting the sliding plate 9 has been introduced above and will not be repeated here. The fixed column 22 will cooperate with the adjacent rotating plate 21 to limit the two first elastic members 12 so that the two first elastic members 12 remain in a compressed state, and the upper side of the sliding plate 9 always remains higher than the cement wall 1. At the same time, the second fixed plate 5 drives the two damping rods 18 and the two first telescopic rods 19 to move leftward and reset. During the resetting process of the third fixed plate 8 and the sliding plate 9, the extrusion plate between the two damping rods 18 and the two first telescopic rods 19 loses contact with the left side of the cement wall 1. Under the elastic force of the first reset member in the first telescopic rod 19, the telescopic end of the first telescopic rod 19 is extended. At the same time, the two damping rods 18 are used to slow down the reset speed of the telescopic end of the first telescopic rod 19.

[0041] During the reset process of the third fixed plate 8 and the sliding plate 9, the telescopic end of the first telescopic rod 19 extends outward, and the hydraulic oil in the second telescopic rod 20 flows back to the adjacent first telescopic rod 19 through the oil guide pipe. The telescopic end of the second telescopic rod 20 drives the rotating plate 21 thereon to move rightward and reset, and the rotating plate 21 and the adjacent fixed column 22 slide relative to each other. When the third fixed plate 8 and the sliding plate 9 move to the leftmost, the rotating plate 21 and the adjacent fixed column 22 are still in a limited position state. Due to the different wind speeds, the impact frequency of the waves is different. At the same time, the rotating plate 21 is limited in cooperation with the adjacent fixed column 22 to extend the resetting time of the sliding plate 9 moving downward, thereby avoiding excessive frequency of wave impact, resulting in the sliding plate 9 moving back and forth and the first elastic member 12 being frequently compressed, thereby improving the stability of the wave-blocking wall structure. When the sliding plate 9 is not reset downward, the waves impact again, and the telescopic ends of the two damping rods 18 and the two first telescopic rods 19 are compressed again, so that the rotating plate 21 and the adjacent fixed column 22 always maintain a limited state under high-frequency and large wave impacts.

[0042] When the impact force of the waves is not sufficient to push the third fixed plate 8 and the sliding plate 9 to move to the right, under the elastic force of the first reset member in the first telescopic rod 19, the telescopic ends of the two first telescopic rods 19 are reset, and the telescopic ends of the two damping rods 18 are reset at the same time, and then the telescopic end of the second telescopic rod 20 drives the rotating plate 21 thereon to move to the right, and the rotating plate 21 and the adjacent fixed column 22 lose their limit, and then under the elastic force of the two first elastic members 12, the sliding plate 9 and the two fixed columns 22 thereon are reset, and the upper side of the sliding plate 9 is flush with the upper side of the cement wall 1 again.

[0043] Example 3: Based on Example 2, refer to Figure 4 , Figure 8 and Fig. 9, also includes an auxiliary buffer mechanism, the auxiliary buffer mechanism is used to extend the service life of the second elastic member 15, the auxiliary buffer mechanism is arranged on the upper side of the supporting steel plate 2, the auxiliary buffer mechanism includes a second supporting shell 23, the second supporting shell 23 is fixedly connected to the upper side of the supporting steel plate 2, the second supporting shell 23 is located between the two first supporting shells 13, a supporting plate 17 is fixedly connected between the second supporting shell 23 and the supporting steel plate 2, used to increase the connection strength between the second supporting shell 23 and the supporting steel plate 2, the supporting plate 17 between the second supporting shell 23 and the supporting steel plate 2 is bolted to the cement wall 1, a third elastic member 24 is arranged in the second supporting shell 23, the third elastic member 24 is arranged as a spring, the second supporting shell 23 is provided with two symmetrical second through grooves, a sliding block 25 is slidably connected in the second supporting shell 23, and the sliding block 25 is limited by the second through groove of the second supporting shell 23 The third elastic member 24 is respectively fixed to the sliding block 25 and the second supporting shell 23 at the upper and lower ends. The middle part of the second fixed plate 5 is hinged with a second hinge plate 26. During the movement of the second fixed plate 5 to the right, the second hinge plate 26 moves synchronously with the two first hinge plates 16. The second hinge plate 26 is hinged with a sliding column 27. The sliding column 27 passes through the second supporting shell 23 and the sliding block 25. The second supporting shell 23 and the sliding block 25 are both slidably matched with the sliding column 27. When the sliding column 27 reciprocates up and down, it will not drive the sliding block 25 to move, and the third elastic member 24 will not be compressed. A limiting component is provided on the sliding block 25. The limiting component is used to connect the sliding block 25 and the sliding column 27. An extrusion component is provided on the upper side of the supporting steel plate 2. The extrusion component is used to control the connection state of the sliding block 25 and the sliding column 27.

[0044] Reference Figure 8 and Fig.10The limiting assembly includes a fixed seat 28, which is fixedly connected to the front side of the sliding block 25. The fixed seat 28 is fixedly connected to a third telescopic rod 29. The third telescopic rod 29 is an existing hydraulically driven telescopic rod, and its internal structure is not shown in the attached drawings. A second reset member is provided in the third telescopic rod 29. The second reset member in the third telescopic rod 29 is used to drive its telescopic end to reset. It is not shown in the attached drawings. The fixed seat 28 is slidably connected to a limiting column 30. The limiting column 30 is provided with a blind hole. The telescopic end of the third telescopic rod 29 is located in the blind hole of the limiting column 30. The central axis of the blind hole of the limiting column 30 is aligned with the extension of the third telescopic rod 29. The central axes of the retracted ends coincide with each other, the telescopic end of the third telescopic rod 29 is slidably matched with the blind hole of the limit column 30, a fourth elastic member 31 is arranged in the blind hole of the limit column 30, the fourth elastic member 31 is arranged as a spring, the left and right ends of the fourth elastic member 31 are respectively fixedly connected with the telescopic end of the third telescopic rod 29 and the limit column 30, the sliding block 25 and the sliding column 27 are both provided with limit holes, the limit column 30 is slidably connected in the limit hole of the sliding block 25 and is limitedly matched with the limit hole of the sliding column 27, after the limit column 30 is inserted into the limit hole of the sliding column 27, the sliding column 27 drives the sliding block 25 to move synchronously through the limit column 30.

[0045] Reference Figure 8 and Fig.11 The extrusion assembly includes a first fixed shell 32, the first fixed shell 32 is fixedly connected to the upper side of the supporting steel plate 2 through a third mounting seat, the first fixed shell 32 is sealed and slidably connected with a sliding rod 33, the sliding rod 33 penetrates the first fixed shell 32, and the sliding rod 33 is fixedly connected to the first fixed plate 4 through the third mounting plate. When the first fixed plate 4 moves to the right, the first fixed plate 4 drives the sliding rod 33 to move to the right synchronously, and the sealing portion of the sliding rod 33 is provided with two symmetrical through holes, and the first fixed shell 32 is filled with hydraulic oil. When the sliding rod 33 moves to the right, the hydraulic oil in the first fixed shell 32 will flow through the through holes of the sealing portion of the sliding rod 33, and an oil guide pipe is connected between the first fixed shell 32 and the third telescopic rod 29, and the first fixed shell 32 is placed vertically with the first fixed plate 4, and the oil guide pipe between the first fixed shell 32 and the third telescopic rod 29 is provided with a flow blocking component, and the flow blocking component is used to slow down the retraction speed of the telescopic end of the third telescopic rod 29.

[0046] Reference Fig.11 and Fig.12The flow blocking component includes a second fixed shell 34, which is connected to the oil guide pipe between the first fixed shell 32 and the third telescopic rod 29. A fixed ring 35 is fixedly connected in the second fixed shell 34. A fifth elastic member 36 is fixedly connected to the second fixed shell 34. The fifth elastic member 36 is set as a spring. The elastic force of the fifth elastic member 36 is greater than the resistance of the hydraulic oil flowing along the two through holes of the sliding rod 33. The fifth elastic member 36 is fixedly connected to a blocking plate 37. The diameter of the blocking plate 37 is greater than the inner wall diameter of the fixing ring 35. The blocking plate 37 is sealed and limitedly matched with the fixing ring 35. A through hole is set in the middle of the blocking plate 37. The diameter of the through hole in the middle of the blocking plate 37 is smaller than the diameter of the oil guide pipe between the first fixed shell 32 and the third telescopic rod 29, which is used to slow down the reflux speed of the hydraulic oil and reduce the retraction speed of the telescopic end of the third telescopic rod 29.

[0047] After the wave hits the sliding plate 9, the third fixed plate 8 and the sliding plate 9 and the parts thereon move to the right. At this time, the first fixed plate 4 drives the sliding rod 33 to move to the right. Under the effective buffering effect of the two second elastic members 15, the sliding rod 33 slowly moves to the right. When the sliding rod 33 moves to the right, the hydraulic oil in the first fixed shell 32 flows to the left along the two through holes of the sliding rod 33. When the sliding rod 33 pushes the hydraulic oil to the right, under the elastic force of the fifth elastic member 36, the fixing ring 35 and the blocking plate 37 are always in a fitting state. At this time, the hydraulic oil flows along the sliding ring 32. The flow resistance of the two through holes of the movable rod 33 is smaller than the flow resistance of the hydraulic oil along the oil guide pipe. At this time, most of the hydraulic oil flows into between the first fixed shell 32 and the sliding rod 33. When the third fixed plate 8 and the sliding plate 9 are reset, the hydraulic oil flows back to the right side of the sliding rod 33 through the two through holes. In the process of the second fixed plate 5 moving to the right, the second fixed plate 5 pushes the sliding column 27 to move downward through the second hinge plate 26. The sliding column 27 slides downward along the second support shell 23 and the sliding block 25, and the third elastic member 24 will not be compressed.

[0048] When the impact force of the waves is too large and exceeds the buffering capacity of the two second elastic members 15, the speed at which the third fixed plate 8 and the sliding plate 9 move to the right increases, and the speed at which the first fixed plate 4 drives the sliding rod 33 to move to the right increases. The flow resistance of the hydraulic oil flowing through the two through holes on the sliding rod 33 increases. At this time, part of the hydraulic oil will be pushed into the oil guide pipe, and the hydraulic oil in the oil guide pipe pushes the sealing plate 37, the sealing plate 37 is separated from the fixed ring 35, and the fifth elastic member 36 is compressed. The hydraulic oil continues to flow along the oil guide pipe until it flows into the third telescopic rod 29. The telescopic end of the third telescopic rod 29 extends outward, and the second reset member in the third telescopic rod 29 is compressed and stored. The fourth elastic member 31 is compressed. When the third fixed plate 8 and the sliding plate 9 and the parts thereon are reset, the sliding rod 33 moves leftward and resets. Under the elastic force of the fifth elastic member 36, the blocking plate 37 contacts the fixing ring 35 again. During the reset of the sliding rod 33, the hydraulic oil passes through the two through holes on the sliding rod 33. Under the elastic force of the second reset member in the third telescopic rod 29, the fourth elastic member 31 is compressed. The hydraulic oil in the three telescopic rods 29 flows back along the oil guide pipe. Under the action of the through hole in the middle of the blocking plate 37, the hydraulic oil reflux speed is reduced. When the third fixed plate 8 and the sliding plate 9 are reset to the left, the sliding column 27 slides upward along the second support shell 23. When the limiting hole of the sliding column 27 moves to the position of the limiting column 30, under the elastic force of the fourth elastic member 31 (the third telescopic rod 29 is still in the process of slowly resetting), the limiting column 30 slides along the limiting hole of the sliding block 25 and is inserted into the limiting hole of the sliding column 27. When the waves hit the sliding plate 9 again, the second fixed plate 5 moves to the right, causing the sliding column 27 to slide downward along the second support shell 23. Under the limiting action of the limiting column 30, the sliding column 27 drives the sliding block 25 to move downward synchronously, and the sliding block 25 drives other parts thereon to move downward synchronously through the fixing seat 28. The sliding block 25 moves downward to squeeze the third elastic member 24, and then the third elastic member 24 is compressed. The third elastic member 24 is used to assist the two second elastic members 15 to buffer the impact force of the waves, and when low-impact waves hit the sliding plate 9, the third elastic member 24 is not compressed and stressed. When the second elastic member 15 is difficult to buffer the impact force of the waves, the elastic force of the third elastic member 24 buffers the impact of the waves, thereby improving the stability of the wave-blocking wall in severe weather.

[0049] When the sea surface becomes calm, the second reset member in the third telescopic rod 29 resets its telescopic end, and the telescopic end of the third telescopic rod 29 pulls the fourth elastic member 31, and the fourth elastic member 31 pulls the limit column 30, so that the limit column 30 moves out of the limit hole of the sliding column 27, and the limit between the sliding block 25 and the sliding column 27 is released. The hydraulic oil in the third telescopic rod 29 gradually flows back to the first fixed shell 32 through the through hole of the sealing plate 37 using the oil guide pipe.

[0050] The above description is only a specific implementation mode of the present invention, but the protection scope of the present invention is not limited thereto. Any technician familiar with the technical field can easily think of changes or substitutions within the technical scope disclosed by the present invention, which should be covered by the protection scope of the present invention.

Claims

1. A water conservancy wave-blocking wall structure with a buffering function, comprising a cement wall (1), a horizontally placed supporting steel plate (2) being fixedly connected to the bottom of the cement wall (1), characterized in that: The invention also comprises symmetrical guide columns (3), wherein the symmetrical guide columns (3) are slidably connected to the cement wall (1), and the symmetrical guide columns (3) are fixedly connected to a first fixing plate (4), and the cement wall (1) is embedded with damping rods (7) distributed in a rectangular shape, and the damping rods (7) adjacent to each other at the lower side are fixedly connected to a second fixing plate (5), and the telescopic ends of the damping rods (7) adjacent to each other at the upper side are fixedly connected to a connecting frame (6), and the connecting frame (6) is located on the upper side of the second fixing plate (5), and a third fixing plate (8) is fixedly connected between the first fixing plate (4), the second fixing plate (5) and the connecting frame (6), and the outer side of the third fixing plate (8) is slidably connected to a sliding plate (6). The movable plate (9) is slidably matched with the connecting frame (6); the third fixed plate (8) is fixedly connected to a symmetrical arc-shaped guide rod (10) through a first mounting seat; a connecting plate (11) is slidably connected to the arc-shaped guide rod (10); the arc-shaped guide rod (10) is sleeved with a first elastic member (12); two ends of the first elastic member (12) are respectively fixedly connected to the first mounting plate and the connecting plate (11) of the adjacent arc-shaped guide rod (10); the connecting plate (11) is fixedly connected to the adjacent sliding plate (9); the supporting steel plate (2) and the second fixed plate (5) are jointly provided with a buffer mechanism, and the buffer mechanism is used to reduce the impact force of waves on the cement wall (1); The sliding plate (9) further comprises a positioning mechanism, the positioning mechanism being arranged on a side of the second fixing plate (5) close to the cement wall (1), the positioning mechanism being used to slow down the resetting speed of the sliding plate (9), the positioning mechanism comprising symmetrical damping rods (18), the symmetrical damping rods (18) being fixedly connected to a side of the second fixing plate (5) close to the cement wall (1), the side of the second fixing plate (5) close to the cement wall (1) being fixedly connected to symmetrical first telescopic rods (19), the first telescopic rods (19) being filled with hydraulic oil, the first telescopic rods (19) being provided with a first resetting member, the symmetrical first telescopic rods (19) and the symmetrical damping rods (18) being fixedly connected together There is an extrusion plate that is extruded and matched with the cement wall (1); a symmetrical second telescopic rod (20) is fixedly connected to one side of the connecting frame (6) close to the supporting steel plate (2) through a second mounting seat; the second telescopic rod (20) is connected to the adjacent first telescopic rod (19) through an oil guide pipe; the telescopic end of the second telescopic rod (20) is hinged with a rotating plate (21); the rotating plate (21) is connected to the telescopic end of the second telescopic rod (20) through a connecting shaft; the telescopic end of the second telescopic rod (20) is limitedly matched with the adjacent rotating plate (21); the sliding plate (9) is fixedly connected with a symmetrical fixed column (22); the fixed column (22) is limitedly matched with the adjacent rotating plate (21).

2. A water conservancy wave-blocking wall structure with a buffering function according to claim 1, characterized in that: The sliding plate (9) and the third fixed plate (8) are both configured as arc-shaped plates, the curvature of the sliding plate (9) gradually increases from bottom to top, and the upper side of the sliding plate (9) is flush with the upper side of the cement wall (1), so as to reduce obstruction to the line of sight.

3. A hydraulic wave-blocking wall structure with a buffering function according to claim 1, characterized in that: The buffer mechanism comprises a symmetrical first support shell (13), the symmetrical first support shell (13) is fixedly connected to the upper side of the support steel plate (2), the first support shell (13) is perpendicular to the support steel plate (2), the first support shell (13) is slidably connected to an extrusion rod (14), a second elastic member (15) is arranged in the first support shell (13), two ends of the second elastic member (15) are respectively fixedly connected to the adjacent extrusion rod (14) and the adjacent first support shell (13), and the first support The support shell (13) is provided with a first through groove for exhausting air, the upper end of the extrusion rod (14) is hinged with a first hinge plate (16), the first hinge plate (16) is hinged with the second fixing plate (5), the upper side of the support steel plate (2) is fixedly connected with a symmetrical support plate (17), the support plate (17) is fixedly connected with the adjacent first support shell (13), the support plate (17) is bolted to the cement wall (1), and the support plate (17) is used to improve the connection strength of the adjacent first support shell (13).

4. A water conservancy wave-blocking wall structure with a buffering function according to claim 3, characterized in that: A symmetrical second mounting plate is fixedly connected to the connecting shaft of the rotating plate (21), and a torsion spring is fixedly connected between the second mounting plate on the connecting shaft of the rotating plate (21) and the telescopic end of the adjacent second telescopic rod (20) for driving the rotating plate (21) to reset.

5. A water conservancy wave-blocking wall structure with a buffering function according to claim 4, characterized in that: The auxiliary buffer mechanism is further comprised, the auxiliary buffer mechanism being used to extend the service life of the second elastic member (15), the auxiliary buffer mechanism being arranged on the upper side of the supporting steel plate (2), the auxiliary buffer mechanism comprising a second supporting shell (23), the second supporting shell (23) being fixedly connected to the upper side of the supporting steel plate (2), the supporting plate (17) being fixedly connected between the second supporting shell (23) and the supporting steel plate (2), the supporting plate (17) between the second supporting shell (23) and the supporting steel plate (2) being bolted to the cement wall (1), a third elastic member (24) being arranged in the second supporting shell (23), the second supporting shell (23) being provided with a symmetrical second through groove, a sliding block (25) being slidably connected in the second supporting shell (23), the sliding block (25) being slidably connected to the second The second through slot of the support shell (23) is limited and matched, and the two ends of the third elastic member (24) are respectively fixedly connected to the sliding block (25) and the second support shell (23). The middle part of the second fixed plate (5) is hinged with a second hinge plate (26), and the second hinge plate (26) is hinged with a sliding column (27). The sliding column (27) passes through the second support shell (23) and the sliding block (25). The second support shell (23) and the sliding block (25) are both slidably matched with the sliding column (27). The sliding block (25) is provided with an upper limit assembly, and the limit assembly is used to connect the sliding block (25) and the sliding column (27). The upper side of the support steel plate (2) is provided with an extrusion assembly, and the extrusion assembly is used to control the connection state of the sliding block (25) and the sliding column (27).

6. A water conservancy wave-blocking wall structure with a buffering function according to claim 5, characterized in that: The limiting assembly comprises a fixing seat (28), the fixing seat (28) being fixedly connected to one side of the sliding block (25), the fixing seat (28) being fixedly connected to a third telescopic rod (29), the third telescopic rod (29) being provided with a second reset member, the fixing seat (28) being slidably connected to a limiting column (30), the limiting column (30) being provided with a blind hole, the telescopic end of the third telescopic rod (29) being located in the blind hole of the limiting column (30), and the extension end of the third telescopic rod (29) being The retracted end is slidably matched with the blind hole of the limiting column (30); a fourth elastic member (31) is arranged in the blind hole of the limiting column (30); two ends of the fourth elastic member (31) are respectively fixedly connected to the telescopic end of the third telescopic rod (29) and the limiting column (30); the sliding block (25) and the sliding column (27) are both provided with limiting holes; the limiting column (30) is slidably connected to the limiting hole of the sliding block (25) and is limitedly matched with the limiting hole of the sliding column (27).

7. A water conservancy wave-blocking wall structure with a buffering function according to claim 6, characterized in that: The extrusion assembly comprises a first fixed shell (32), the first fixed shell (32) being fixedly connected to the upper side of the supporting steel plate (2) via a third mounting seat, a sliding rod (33) being sealed and slidably connected inside the first fixed shell (32), the sliding rod (33) penetrating the first fixed shell (32), the sliding rod (33) being fixedly connected to the first fixed plate (4) via a third mounting plate, a sealing portion of the sliding rod (33) being provided with symmetrical through holes, hydraulic oil being filled inside the first fixed shell (32), an oil guide pipe being connected between the first fixed shell (32) and the third telescopic rod (29), a flow blocking component being provided on the oil guide pipe between the first fixed shell (32) and the third telescopic rod (29), the flow blocking component being used to slow down the retraction speed of the telescopic end of the third telescopic rod (29).

8. A water conservancy wave-blocking wall structure with a buffering function according to claim 7, characterized in that: The flow blocking component comprises a second fixed shell (34), the second fixed shell (34) being connected to an oil guide pipe between the first fixed shell (32) and the third telescopic rod (29), a fixed ring (35) being fixedly connected inside the second fixed shell (34), a fifth elastic member (36) being fixedly connected to the second fixed shell (34), a blocking plate (37) being fixedly connected to the fifth elastic member (36), and the blocking plate (37) being sealed and position-limitedly matched with the fixing ring (35).

9. A water conservancy wave-blocking wall structure with a buffering function according to claim 8, characterized in that: A through hole is provided in the middle of the blocking plate (37), the diameter of the through hole in the middle of the blocking plate (37) being smaller than the diameter of the oil guide pipe between the first fixed shell (32) and the third telescopic rod (29), and being used to slow down the return speed of the hydraulic oil.

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