Wave wall with active anti-seismic and anti-wave functions and using method

Abstract

The invention provides a wave wall with an active anti-seismic and anti-wave function and a using method, and belongs to the technical field of wave walls. Comprising a pile foundation block, a manger board placed on the ground on the left side of the pile foundation block and two supporting grooves formed in the ground on the right side of the pile foundation block, a first base is placed on the manger board, a second base is connected to the top face of the first base through a damping spring, third electromagnets are fixed to the upper contact face and the lower contact face of the first base and the second base, and a mass block is placed on the top face of the second base. First electromagnets are fixed to the adjacent faces of the manger board and the pile foundation block and the mass block, and second electromagnets are fixed to the positions, corresponding to the first electromagnets, of the side wall of the mass block. A third electromagnet, a first base and a second base are arranged, when an earthquake is monitored, the mass block is made to suspend and isolate the earthquake, the first electromagnet and the second electromagnet are arranged, the magnetic force is adjusted according to the wave period frequency and the force, balance with the wave force is achieved, a flow guide plate, a pressure pipe, a hydraulic rod mechanism, a supporting assembly and a buffering assembly are arranged, and the anti-overturning stability of the pile foundation block is improved.

Description

Technical Field

[0001] This invention relates to the field of wave-breaking wall technology, and in particular to a wave-breaking wall with active earthquake and wave resistance function and its usage method. Background Technology

[0002] Wave walls are important structures in coastal and hydraulic engineering projects used to resist wave impact and protect the seawall and the safety behind it. Their structures are subjected to complex and variable wave forces over a long period of time, and are also affected by seismic loads in earthquake-prone areas. Existing wave walls often adopt gravity-type concrete structures, relying on their own mass to resist waves.

[0003] However, current wave barriers still have some shortcomings in use. For example, wave barriers passively resist earthquakes and waves by their own weight. The greater the mass of the barrier, the more significant the seismic force. When an earthquake reaches a certain intensity, the barrier will be displaced and damaged. At the same time, the wave energy increases under earthquakes and extreme weather, generating greater wave forces on the wave barrier and undermining its stability. When facing the huge wave forces generated by extreme weather such as typhoons, the overturning resistance of the pile foundation blocks mainly depends on their own weight and burial depth. The wave barrier plate directly transmits the wave impact force to the pile foundation blocks, which can easily lead to the loosening or even damage of the pile foundation blocks in the long run.

[0004] Therefore, this application provides a wave-blocking wall with active earthquake and wave resistance functions and a method of use to meet the requirements. Summary of the Invention

[0005] The technical problem to be solved by the present invention is to provide a wave-blocking wall with active seismic and wave-resistant functions and a method of use, so as to solve the problems that existing wave-blocking walls rely on their own weight for seismic and wave resistance, which are prone to structural displacement or damage due to their large mass when the seismic intensity is high, and that under extreme wave conditions, the wave impact force is directly transmitted through the wave-blocking plate, which can easily lead to loosening or even damage of the pile foundation blocks over a long period of time.

[0006] To solve the above-mentioned technical problems, the present invention provides the following technical solution: A wave-breaking wall with active seismic and wave-resistant functions includes: a pile foundation block, a wave-breaking plate placed on the ground to the left of the pile foundation block, and two support grooves opened on the ground to the right of the pile foundation block. A base 1 is placed on the wave-breaking plate, and a base 2 is connected to the top surface of the base 1 via a damping spring. Electromagnets 3 are fixed to the upper and lower contact surfaces of both the base 1 and base 2. A mass block is placed on the top surface of the base 2. Electromagnets 1 are fixed to the adjacent surfaces of the wave-breaking plate and the pile foundation block to the mass block. Electromagnets 2 are fixed to the sidewall of the mass block at positions corresponding to the positions of electromagnets 1 and 1. Pressure pipes are fixed at both the upper and lower ends of the left side of the wave baffle. A guide plate is slidably connected to the cavity on the left side of the pressure pipe through a plug. A sliding rod is fixed on the right side wall of each support groove. A slider is slidably connected to the sliding rod. A hydraulic rod mechanism is fixed on the bottom surface of the support groove. The movable end of the hydraulic rod mechanism is fixedly connected to the corresponding slider. The rodless cavity of the hydraulic rod mechanism is connected to two pressure pipes through a three-way hose. A support assembly is provided between the two sliders and the pile foundation block. A buffer assembly is provided between the pile foundation block and the wave baffle.

[0007] Optionally, the wave deflector is an L-shaped structure, the guide plate is designed as an inclined concave arc-shaped structure, and the right side wall of each support groove is a sloping structure.

[0008] Optionally, the support assembly includes two brackets fixedly connected to the right side wall of the pile foundation block, with a first rotating shaft rotatably connected between the two brackets. Both ends of the first rotating shaft are fixedly connected to elastic telescopic rods, and the movable ends of the two elastic telescopic rods are respectively rotatably connected to two sliders.

[0009] Optionally, the support assembly further includes two guide rods fixedly connected to the right side wall of the pile foundation block. Two support plates are slidably connected to the two guide rods. A second rotating shaft is rotatably connected between the side walls of the two guide rods. A first gear and multiple cams are fixedly connected to the outer wall of the second rotating shaft. A second gear is fixedly connected to the outer wall of the first rotating shaft at the position corresponding to the first gear. The second gear meshes with the first gear for transmission.

[0010] Optionally, the two support plates are connected by a spring, and both support plates abut against a plurality of cams.

[0011] Optionally, the buffer assembly includes a chute and two abutments. The chute is formed on the left side wall of the pile foundation block. The two abutments are respectively fixedly connected to the outer walls at both ends of the first rotating shaft. A base plate is slidably connected inside the chute. A buffer plate is connected to the left side of the base plate by multiple springs. The buffer plate abuts against the wave deflector.

[0012] Optionally, the buffer assembly further includes two adjusting rods fixedly connected to the right side wall of the base plate. Each adjusting rod is slidably connected through the pile foundation block. The two adjusting rods respectively abut against two abutments. Each abutment has an arc-shaped structure, and the thickness of the abutment gradually increases along the arc direction.

[0013] Optionally, the method includes the following steps: S1: Under normal operating conditions, the mass blocks self-reset and together with the wave-blocking plate form a stable wave-blocking structure. S2: When an earthquake occurs, the two electromagnets are energized to lift the mass block and suspend it for seismic isolation. In extreme weather, electromagnet one and electromagnet two are energized, and the adjustable magnetic force, together with the reaction force of the pile block and the weight of the mass block, resists the wave impact force. S3: The wave impact guide plate causes the pressure pipe to transmit pressure to the hydraulic rod mechanism, which drives the slider to slide up the slide rod, pushes the elastic telescopic rod to rotate and compress, and enhances the oblique support force on the pile foundation block; S4: The rotation of the first shaft drives the cam to rotate through gear transmission, causing the two support plates to open up and down, expanding the support area of ​​the pile foundation block and achieving a uniform distribution of support force; S5: As the first shaft rotates, it pushes the adjusting rod through the arc-shaped abutment block to increase the spring's clamping force on the wave-breaking plate. The wave impact force is absorbed and buffered by the buffer plate and the spring, protecting the pile foundation block.

[0014] Compared with the prior art, the present invention has at least the following beneficial effects: In the above scheme, the deflector plate, pressure pipe, hydraulic rod mechanism, support assembly, and buffer assembly are set up. The impact force of the wave on the deflector plate can be converted into a stable support force on the pile foundation block through the pressure pipe and hydraulic rod mechanism. When the wave impact intensifies, the two support plates of the support assembly open up and down to increase the support area of ​​the pile foundation block and simultaneously enhance the clamping and buffering force on the wave deflector plate. This improves the overturning stability of the pile foundation block under extreme weather conditions and effectively protects the pile foundation block from damage by instantaneous impact force.

[0015] In the above scheme, electromagnets one and two and pile foundation blocks are set up to actively resist waves. When encountering extreme weather and the wave force increases, electromagnets one and two are energized and adjust the magnetic force they provide according to the periodic frequency and force of the waves measured by external sensors to achieve balance with the wave force.

[0016] In the above scheme, by setting up electromagnet three, base one and base two for active seismic resistance, the mass block can be suspended and completely separated from the wave deflector when an earthquake signal is detected, cutting off the transmission path of seismic waves to the upper structure through the wave deflector, and reducing the destructive impact of earthquakes of a certain intensity on the wave deflector and the mass block. Attached Figure Description

[0017] Figure 1 This is a schematic diagram of the overall structure from one perspective of the present invention; Figure 2 This is a schematic diagram of the overall structure from another perspective of the present invention; Figure 3 This is a schematic diagram of the structure of the mass block, base one, and base two of the present invention; Figure 4 This is a schematic diagram of the structure of the guide plate and pressure pipe of the present invention; Figure 5 For the present invention Figure 1 A cross-sectional view from a specific perspective; Figure 6 This is a schematic diagram of the support groove portion of the present invention; Figure 7 For the present invention Figure 5 Enlarged schematic diagram of part A of the structure; Figure 8 This is a schematic diagram of the structure of the support component and the buffer component of the present invention; Figure 9 This is a schematic diagram of the support plate portion of the present invention; Figure 10 For the present invention Figure 9 Disassembly diagram of part of the structure; Figure 11 For the present invention Figure 10 A structural diagram from the rear view.

[0018] Figure label: 1. Pile foundation block; 2. Wave baffle; 3. Support groove; 4. Base one; 5. Base two; 6. Electromagnet three; 7. Mass block; 8. Electromagnet one; 9. Electromagnet two; 10. Pressure pipe; 11. Guide plate; 12. Sliding rod; 13. Sliding block; 14. Hydraulic rod mechanism; 15. Support assembly; 151. Bracket; 152. First rotating shaft; 153. Elastic telescopic rod; 154. Guide rod; 155. Support plate; 156. Second rotating shaft; 157. First gear; 158. Cam; 159. Second gear; 16. Buffer assembly; 161. Slide groove; 162. Base plate; 163. Buffer plate; 164. Adjusting rod; 165. Abutment block. Detailed Implementation

[0019] To further illustrate the technical means and effects adopted by the present invention in order to achieve the intended purpose, the following detailed description is provided in conjunction with the accompanying drawings and preferred embodiments, based on the specific implementation methods, structures, features and effects of the present invention.

[0020] like Figures 1 to 11As shown, an embodiment of the present invention provides a wave-breaking wall with active earthquake and wave resistance function, comprising: a pile foundation block 1, a wave-breaking plate 2 placed on the ground to the left of the pile foundation block 1, and two support grooves 3 opened on the ground to the right of the pile foundation block 1. The bottom of the pile foundation block 1 is driven into the ground. A base 4 is placed on the wave-breaking plate 2. A base 5 is connected to the top surface of the base 4 by a damping spring. Electromagnets 6 are fixed on the upper and lower contact surfaces of the base 4 and the base 5. A mass block 7 is placed on the top surface of the base 5. The mass block 7 is made of concrete. Under normal working conditions, the mass block 7 is placed on the wave-breaking plate 2, and the large weight of the mass block 7 can resist the wave impact. When an earthquake occurs, the two electromagnets 36 are activated. Electricity, through magnetic force, lifts the base 2 (5), thus suspending the mass block 7 on the base 2 (5), separating the mass block 7 from the wave-breaking plate 2. Under certain seismic intensity, this achieves an isolation and vibration reduction effect. Electromagnets 1 (8) are fixed to the adjacent surfaces of the wave-breaking plate 2 and the pile foundation block 1 and the mass block 7. Electromagnets 2 (9) are fixed to the side wall of the mass block 7 at the positions corresponding to electromagnets 1 (8). When encountering strong wave cycles caused by typhoons or other extreme weather, and the wave force increases, the weight alone is insufficient to resist the wave force. At this time, electromagnets 1 (8) and 2 (9) are energized, and the energizing power and frequency are adjusted to match the period and magnitude of the wave force. With the help of the reaction force provided by the pile foundation block 1, combined with the weight of the mass block 7, they jointly resist the wave force. Pressure pipes 10 are fixed at both the upper and lower ends of the left side of the wave deflector 2. A guide plate 11 is slidably connected to the cavity on the left side of the pressure pipe 10 through a plug. When the guide plate 11 is impacted by waves, it drives the plug to move into the pressure pipe 10. A sliding rod 12 is fixed to the right side wall of each support groove 3. A slider 13 is slidably connected to the sliding rod 12. A hydraulic rod mechanism 14 is fixed to the bottom surface of the support groove 3. The movable end of the hydraulic rod mechanism 14 is fixedly connected to the corresponding slider 13. The rodless cavity of the hydraulic rod mechanism 14 is connected to the two pressure pipes 10 through a three-way hose. The pressure inside the pressure pipe 10 changes accordingly depending on the wave impact force on the guide plate 11, and the pressure is transmitted to the hydraulic rod mechanism 10 through the hose. 4. The hydraulic rod mechanism 14 drives the slider 13 to slide on the slide rod 12; a support assembly 15 is provided between the two sliders 13 and the pile block 1. When the wave deflector 2 is impacted by waves and the pile block 1 provides a reaction force, the support assembly 15 is used to convert part of the wave impact force into a stable support force for the pile block 1 according to the different wave impact forces on the guide plate 11 on the left side of the wave deflector 2. This improves the reliability of the pile block 1 under typhoons or other extreme weather conditions. A buffer assembly 16 is provided between the pile block 1 and the wave deflector 2. The buffer assembly 16 is used to press the wave deflector 2 against the pile block 1 and buffer the wave force transmitted to the pile block 1 to avoid damage to the pile block 1 due to excessive instantaneous force.

[0021] The wave deflector 2 has an L-shaped structure, and the guide plate 11 is designed as an inclined concave arc structure. The incoming waves are guided back through the guide plate 11 so that they collide with subsequent waves, thus weakening the impact force of subsequent waves. The right side wall of each support groove 3 is a sloping structure.

[0022] Specifically, under normal operating conditions, the concrete mass block 7 is stably placed on the wave-blocking plate 2 by its own weight, forming a stable wave-blocking structure together with the wave-blocking plate 2, capable of withstanding the impact of conventional waves. When an earthquake occurs, the external controller energizes electromagnets 8 and 9, and simultaneously energizes the two electromagnets 6 on the contact surface between base 4 and base 5. Since the opposite surfaces of electromagnets 6 have the same polarity, the strong repulsive magnetic force generated lifts base 5 and the mass block 7 on top of it upwards, causing the mass block 7 to detach from direct contact with the wave-blocking plate 2 and achieve a levitated state. This cuts off the direct transmission path of ground vibrations generated by the earthquake through the wave-blocking plate 2 to the mass block 7, weakening the impact of seismic waves on the upper mass block 7 structure, and achieving the effect of seismic isolation and vibration reduction. When encountering typhoons or other extreme weather, the wave impact force increases sharply, and conventional mass is no longer sufficient to resist it stably. At this time, the system energizes the electromagnet 8 fixed inside the wave-breaking plate 2 and the pile foundation block 1, as well as the electromagnet 9 fixed on the corresponding side wall of the mass block 7, so that the magnitude and direction of the magnetic force generated are matched and counteract the impact of the periodic wave force. Because the pile foundation block 1 is buried deep underground, it provides a stable reaction force foundation for the electromagnet 8.

[0023] The support assembly 15 includes two brackets 151 fixedly connected to the right side wall of the pile foundation block 1. A first rotating shaft 152 is rotatably connected between the two brackets 151. Both ends of the first rotating shaft 152 are fixedly connected to elastic telescopic rods 153. The movable ends of the two elastic telescopic rods 153 are rotatably connected to two sliders 13 respectively. The elastic telescopic rods 153 are inclined to form a diagonal support for the pile foundation block 1. When the wave impact force on the guide plate 11 increases, the internal pressure of the pressure pipe 10 increases and is transmitted to the hydraulic rod mechanism 14 through the hose. This causes the hydraulic rod mechanism 14 to push the slider 13 to rise along the slide rod 12. At this time, the slider 13 pushes the elastic telescopic rod 153 to drive the first rotating shaft 152 to rotate. At the same time, due to the inclined structure of the support groove 3, the distance between the slider 13 and the pile foundation block 1 decreases, and the elastic force of the elastic telescopic rod 153 increases, thereby increasing the support force on the pile foundation block 1.

[0024] The support assembly 15 also includes two guide rods 154 fixedly connected to the right side wall of the pile foundation block 1. Two support plates 155 are slidably connected to the two guide rods 154. A second rotating shaft 156 is rotatably connected between the side walls of the two guide rods 154. A first gear 157 and multiple cams 158 are fixedly connected to the outer wall of the second rotating shaft 156. A second gear 159 is fixedly connected to the outer wall of the first rotating shaft 152 at the position corresponding to the first gear 157. The second gear 159 meshes with the first gear 157 for transmission. When the first rotating shaft 152 rotates, the second gear 159 meshes with the first gear 157, causing the second rotating shaft 156 to drive the cams 158 to rotate.

[0025] The two support plates 155 are connected by a spring. Both support plates 155 abut against multiple cams 158. When the cams 158 rotate, they push the two support plates 155 open in the up and down directions respectively, thereby increasing the support surface of the entire support assembly 15 on the pile block 1.

[0026] Specifically, when the guide plate 11 is impacted by waves, it causes the fluid in the pressure pipe 10 to be compressed by the plug, generating pressure. This pressure is transmitted through the hose to the rodless chamber of the hydraulic rod mechanism 14, driving its movable end to extend, thereby pushing the slider 13 to slide upward along the slide rod 12. The upward movement of the slider 13 pushes the movable end of the elastic telescopic rod 153 rotatably connected to it. After the inclined elastic telescopic rod 153 is pushed by the slider 13, it drives the first rotating shaft 152 to rotate. At the same time, since the right side of the support groove 3 is designed as an inclined structure, the horizontal distance between the slider 13 and the right side wall of the pile block 1 gradually decreases during the upward sliding process. The compression of the elastic telescopic rod 153 increases, and its internal elastic force also increases, thereby increasing the support force on the pile block 1 and enhancing the overturning stability of the pile block 1.

[0027] Furthermore, the rotation of the first rotating shaft 152 drives the second gear 159 fixed thereon to rotate. The second gear 159 meshes with the first gear 157 fixed on the second rotating shaft 156, transmitting motion to the second rotating shaft 156. Multiple cams 158 fixed on the second rotating shaft 156 rotate synchronously accordingly. Two support plates 155 slide on the guide rod 154 and are connected by a spring, tending to move closer together. When the cams 158 rotate, the two support plates 155, driven by the cams 158, overcome the tension of the intermediate spring and open up and down, increasing the support area of ​​the entire support assembly 15 on the pile block 1. This distributes the concentrated support force transmitted by the elastic telescopic rod 153 more evenly to a larger sidewall area of ​​the pile block 1, reducing local compressive stress and further improving the overall anti-slip and anti-overturning capabilities of the pile block 1.

[0028] The buffer assembly 16 includes a chute 161 and two abutments 165. The chute 161 is formed on the left side wall of the pile foundation block 1. The two abutments 165 are respectively fixedly connected to the outer walls of the two ends of the first rotating shaft 152. A base plate 162 is slidably connected inside the chute 161. A buffer plate 163 is connected to the left side of the base plate 162 by multiple springs. The buffer plate 163 abuts against the wave baffle 2. When the wave baffle 2 is subjected to wave impact, the multiple springs between the buffer plate 163 and the base plate 162 strengthen the clamping force on the wave baffle 2. At the same time, when the wave impact is large, the force transmitted from the wave baffle 2 to the pile foundation block 1 is buffered.

[0029] The buffer assembly 16 also includes two adjusting rods 164 fixedly connected to the right side wall of the base plate 162. Each adjusting rod 164 is slidably connected to the pile block 1. The two adjusting rods 164 respectively abut against two blocks 165. Each block 165 is an arc-shaped structure, and the thickness of the block 165 gradually increases along the arc direction. When the wave impact force increases and drives the first rotating shaft 152 to rotate, the block 165 rotates synchronously, causing its thicker part to abut against the adjusting rod 164. The adjusting rod 164 is squeezed by the block 165, causing the base plate 162 to move closer to the buffer plate 163, increasing the spring's clamping force on the wave deflector 2.

[0030] Specifically, during the operation of the wave-breaking wall, the buffer plate 163 initially applies a certain pre-tightening force to the wave-breaking plate 2 through multiple springs connected to the base plate 162. The greater the wave impact force, the thicker the abutment block 165 contacts the adjusting rod 164. The adjusting rod 164, squeezed by the abutment block 165, moves the base plate 162 closer to the buffer plate 163, increasing the spring's clamping force on the wave-breaking plate 2 and maintaining the stability of the wave-breaking plate 2. When the wave-breaking plate 2 is impacted by waves, the impact force is first transmitted through the wave-breaking plate 2 to the buffer plate 163, which is in direct contact with it. The buffer plate 163 then transmits the impact force to the multiple springs connected behind it. Under pressure, the springs undergo compression deformation, absorbing and storing a portion of the impact energy through their elastic deformation. This buffers and attenuates the instantaneous force transmitted to the base plate 162 and the pile foundation block 1, preventing the peak force from directly impacting the pile foundation block 1.

[0031] As one embodiment of the present invention, the method includes the following steps: S1: Under normal working conditions, the mass block 7 self-resets onto the wave-blocking plate 2 to form a stable wave-blocking structure. S2: When an earthquake occurs, the two electromagnets 36 are energized to lift the mass block 7 and make it suspend and isolate it from the earthquake. In extreme weather, electromagnets 18 and 29 are energized. The adjustable magnetic force, together with the reaction force of the pile block 1 and the weight of the mass block 7, resists the wave impact force. S3: The wave impact guide plate 11 causes the pressure pipe 10 to transmit pressure to the hydraulic rod mechanism 14, which drives the slider 13 to slide up along the slide rod 12, pushing the elastic telescopic rod 153 to rotate and compress, thus enhancing the oblique support force on the pile block 1. S4: The rotation of the first rotating shaft 152 drives the cam 158 to rotate through gear transmission, causing the two support plates 155 to open up and down, expanding the support area of ​​the pile foundation block 1 and achieving uniform distribution of support force; S5: When the first rotating shaft 152 rotates, it pushes the adjusting rod 164 through the arc-shaped abutment block 165 to increase the spring's clamping force on the wave-breaking plate 2. The wave impact force is absorbed and buffered by the buffer plate 163 and the spring, protecting the pile foundation block 1.

[0032] The working principle of the technical solution provided by this invention is as follows: During normal operation, the concrete mass block 7 is stably placed on the wave-blocking plate 2 by its own weight, forming a stable wave-blocking structure with the L-shaped wave-blocking plate 2, which can resist the impact of conventional waves. At this time, electromagnets 8, 9, and 6 are not energized. When an earthquake occurs, the external control system energizes electromagnet 6 on the contact surface between base 4 and base 5. Due to the same polarity of the opposite surfaces, the strong repulsive magnetic force generated lifts base 5 and mass block 7 upwards, suspending them and separating them from the wave-blocking plate 2. This cuts off the path of seismic waves directly transmitted to mass block 7 through the ground and wave-blocking plate 2, achieving seismic isolation and vibration reduction. When encountering extreme weather such as typhoons, when the wave impact force increases sharply, electromagnets 8 and 9 are energized first. By adjusting their power and frequency, a reverse magnetic force matching the period and magnitude of the wave impact force is generated, providing a stable reaction foundation for the pile block 1, which, together with the weight of mass block 7, resists the wave force.

[0033] Simultaneously, the wave impacts the guide plate 11, pushing the inner plug to compress the fluid in the pressure pipe 10, generating pressure. This pressure is transmitted through the hose to the hydraulic rod mechanism 14 in the two support grooves 3, pushing the slider 13 to slide upward along the slide rod 12. The upward movement of the slider 13 pushes the elastic telescopic rod 153 rotatably connected to it, causing the first rotating shaft 152 to rotate. Since the right side of the support groove 3 is a sloping structure, the distance between the slider 13 and the pile block 1 decreases when the slider 13 slides upward, increasing the compression of the elastic telescopic rod 153 and its internal elastic force, thereby enhancing its oblique support force on the pile block 1. The rotation of the first rotating shaft 152, through the meshing of the second gear 159 and the first gear 157, drives the second rotating shaft 156 and multiple cams 158 to rotate. The rotation of the cams 158 drives the two support plates 155 to overcome the tension of the intermediate spring and open up and down on the guide rod 154, increasing the support area on the side wall of the pile block 1 and making the support force distribution more uniform. Simultaneously, the rotation of the first rotating shaft 152 drives the arc-shaped abutments 165 at both ends to rotate synchronously. The thickness of the abutments 165 gradually increases, and the thicker parts abut against the adjusting rod 164, pushing the adjusting rod 164 and the base plate 162 towards the buffer plate 163, compressing the multiple springs between the buffer plate 163 and the base plate 162, thereby increasing the clamping force on the wave-breaking plate 2. When waves impact the wave-breaking plate 2, the impact force is transmitted to the rear springs through the buffer plate 163. The compression deformation of the springs absorbs and buffers the instantaneous peak force, protecting the pile foundation block 1 from direct impact. The clamping force of the springs on the wave-breaking plate 2 is adaptively adjusted by the rotation angle of the first rotating shaft 152; the greater the impact force, the stronger the clamping force.

[0034] The above description is merely a preferred embodiment of the present invention and is not intended to limit the present invention in any way. Although the present invention has been disclosed above with reference to preferred embodiments, it is not intended to limit the present invention. Any person skilled in the art can make some modifications or alterations to the above-disclosed technical content to create equivalent embodiments without departing from the scope of the present invention. Any simple modifications, equivalent changes and alterations made to the above embodiments based on the technical essence of the present invention without departing from the scope of the present invention shall still fall within the scope of the present invention.

Claims

1. A wave retaining wall with active anti-seismic and anti-wave functions, characterized in that, Include: Pile block (1), placed on the left side of the pile block (1) ground wave board (2) and open in the right side of the pile block (1) ground two support slot (3), the wave board (2) on the pedestal one (4) is placed, the top surface of the pedestal one (4) is connected with the pedestal two (5) through the damping spring, the upper and lower contact surface of the pedestal one (4) and the pedestal two (5) is fixed with electromagnet three (6), the top surface of the pedestal two (5) is placed with the mass block (7), the adjacent surface of the wave board (2) and the pile block (1) and the mass block (7) is fixed with electromagnet one (8), the side wall of the mass block (7) is fixed with electromagnet two (9) corresponding to the position of electromagnet one (8), the left side of the wave board (2) is fixed with pressure pipe (10) on the upper and lower ends, the left side of the pressure pipe (10) is fixed with flow guide plate (11) in the cavity through the plug block sealing sliding connection, the right side wall of each support slot (3) is fixed with slide rod (12), the slide rod (12) is slidingly connected with the slide block (13), the bottom surface of the support slot (3) is fixed with hydraulic rod mechanism (14), the movable end of the hydraulic rod mechanism (14) is fixedly connected with the corresponding slide block (13), the rodless cavity of the hydraulic rod mechanism (14) is communicated with two pressure pipes (10) through the three-way hose. Two slide blocks (13) and pile block (1) are provided with support assembly (15), and the pile block (1) and the wave board (2) are provided with buffer assembly (16).

2. The wave retaining wall with active anti-seismic and anti-wave function according to claim 1, characterized in that, The wave board (2) is L-shaped structure, the flow guide plate (11) is designed as inclined concave arc structure, and the right side wall of each support slot (3) is inclined surface structure.

3. The wave retaining wall with active anti-seismic and anti-wave function according to claim 1, characterized in that, The support assembly (15) comprises two brackets (151) fixedly connected to the right side wall of the pile block (1), a first rotating shaft (152) rotatably connected between the two brackets (151), and elastic telescopic rods (153) fixedly connected to both ends of the first rotating shaft (152). The movable ends of the two elastic telescopic rods (153) are rotatably connected with the two slide blocks (13) respectively.

4. The wave retaining wall with active anti-seismic and anti-wave function according to claim 3, characterized in that, The support assembly (15) further comprises two guide rods (154) fixedly connected to the right side wall of the pile block (1), two support plates (155) slidingly connected to the two guide rods (154), a second rotating shaft (156) rotatably connected between the side walls of the two guide rods (154), a first gear (157) and a plurality of cams (158) fixedly connected to the outer wall of the second rotating shaft (156), a second gear (159) fixedly connected to the outer wall of the first rotating shaft (152) corresponding to the position of the first gear (157), and the second gear (159) is in meshing transmission with the first gear (157).

5. The wave retaining wall with active anti-seismic and anti-wave function according to claim 4, characterized in that, The two support plates (155) are connected by springs, and the two support plates (155) are in contact with the plurality of cams (158).

6. The wave retaining wall with active anti-seismic and anti-wave function according to claim 3, characterized in that, The buffer assembly (16) comprises a sliding groove (161) and two abutting blocks (165), the sliding groove (161) is arranged on the left side wall of the pile block (1), the two abutting blocks (165) are respectively fixedly connected to the outer walls of the two ends of the first rotating shaft (152), the sliding groove (161) is slidably connected with a base plate (162), the left side of the base plate (162) is connected with a buffer plate (163) through a plurality of springs, and the buffer plate (163) abuts against the wave baffle (2).

7. The wave retaining wall with active anti-seismic and anti-wave function according to claim 6, characterized in that, The buffer assembly (16) further comprises two adjusting rods (164) fixedly connected to the right side wall of the base plate (162), each adjusting rod (164) is slidably connected with the pile block (1), and the two adjusting rods (164) respectively abut against the two abutting blocks (165); each abutting block (165) is in an arc-shaped structure, and the thickness of the abutting block (165) gradually increases along the arc-shaped direction.

8. The method for using the wave retaining wall with active anti-seismic and anti-wave function, which is suitable for the wave retaining wall with active anti-seismic and anti-wave function according to any one of claims 1-7, characterized in that, The method comprises the following steps: S1: under normal working conditions, the mass block (7) is arranged on the wave baffle (2) by virtue of the weight to jointly form a stable wave baffle structure; S2: when an earthquake occurs, the two electromagnets three (6) are powered on to lift the mass block (7) to make it suspended for seismic isolation; when extreme weather occurs, the electromagnet one (8) and the electromagnet two (9) are powered on, and the adjustable magnetic force cooperates with the counterforce of the pile block (1) and the weight of the mass block (7) to jointly resist the wave impact force; S3: the wave impact guide plate (11) makes the pressure pipe (10) transmit pressure to the hydraulic rod mechanism (14), drives the sliding block (13) to slide upwards along the slide rod (12), drives the elastic telescopic rod (153) to rotate and compresses the oblique supporting force of the pile block (1); S4: the first rotating shaft (152) rotates to drive the cam (158) to rotate through gear transmission, so that the two supporting plates (155) are opened upwards and downwards, the supporting area of the pile block (1) is expanded, and uniform distribution of the supporting force is realized; S5: the first rotating shaft (152) rotates and simultaneously drives the adjusting rod (164) to increase the abutting force of the spring on the wave baffle (2) through the arc-shaped abutting block (165), the wave impact force is absorbed and buffered by the buffer plate (163) and the spring, and the pile block (1) is protected.

Images