Wave retaining wall with active anti-seismic and anti-wave function and use method

Abstract

The application provides a wave retaining wall with active anti-seismic and anti-wave function and a use method, and belongs to the technical field of wave retaining walls. The wave retaining wall comprises a pile foundation block, a wave retaining plate placed on the ground on the left side of the pile foundation block, and two support grooves opened in the ground on the right side of the pile foundation block. A base one is placed on the wave retaining plate. A base two is connected to the top surface of the base one through a damping spring. An electromagnet three is fixed on the upper and lower contact surfaces of the base one and the base two. A mass block is placed on the top surface of the base two. An electromagnet one is fixed on the adjacent surfaces of the wave retaining plate, the pile foundation block and the mass block. An electromagnet two is fixed on the side wall of the mass block corresponding to the position of the electromagnet one. The electromagnet three, the base one and the base two are arranged to make the mass block suspended and isolated from the earthquake when the earthquake is monitored. The electromagnet one and the electromagnet two are arranged to adjust the magnetic force according to the wave period frequency and the force, so as to balance the wave force. The flow guide plate, the pressure pipe, the hydraulic rod mechanism, the support assembly and the buffer assembly are arranged to improve the anti-overturning stability of the pile foundation block.

Description

TECHNICAL FIELD

[0001] The present application relates to the technical field of wave retaining walls, and in particular to a wave retaining wall with active anti-seismic and anti-wave functions and a use method. BACKGROUND

[0002] A wave retaining wall is an important structure in coastal and water conservancy engineering for resisting wave impact and protecting embankments and safety behind the embankments. The structure is subjected to complex and variable wave forces for a long time, and is also affected by seismic loads in earthquake-prone areas. Existing wave retaining walls often use gravity-type concrete structures to resist waves by relying on their own weight.

[0003] However, the current wave retaining wall still has some deficiencies in use, such as: the wave retaining wall passively resists earthquakes and waves by its own weight, the greater the weight, the more significant the seismic force, and when the earthquake reaches a certain intensity, the retaining wall will be displaced and damaged. At the same time, the wave energy increases under the earthquake and extreme weather, which produces greater wave force on the wave retaining wall, damaging the stability of the wave retaining wall. When facing the huge wave force generated by extreme weather such as typhoon, the anti-overturning capacity of the pile block mainly depends on its own weight and burial depth, and the wave impact force is directly transmitted to the pile block through the wave retaining plate, which easily leads to loosening or even damage of the pile block under long-term action.

[0004] Therefore, the present application provides a wave retaining wall with active anti-seismic and anti-wave functions and a use method to meet the needs. SUMMARY

[0005] The technical problem to be solved by the present application is to provide a wave retaining wall with active anti-seismic and anti-wave functions and a use method to solve the problem that existing wave retaining walls rely on their own weight to resist earthquakes and waves, and when the earthquake intensity is high, the large weight of the structure easily leads to displacement or damage, and under extreme wave conditions, the wave impact force is directly transmitted through the wave retaining plate, which easily leads to loosening or even damage of the pile block under long-term action.

[0006] To solve the above technical problems, the present application provides the following technical solutions:

[0007] The application discloses a wave-retaining wall with active anti-seismic and anti-wave functions, which comprises a pile foundation block, a wave-retaining plate placed on the ground on the left side of the pile foundation block and two supporting grooves opened on the ground on the right side of the pile foundation block, a base one is placed on the wave-retaining plate, a base two is connected to the top surface of the base one through a damping spring, electromagnets three are fixed on the upper and lower contact surfaces of the base one and the base two, a mass block is placed on the top surface of the base two, electromagnets one are fixed on the adjacent surfaces of the wave-retaining plate, the pile foundation block and the mass block, electromagnets two are fixed on the side walls of the mass block and correspond to the positions of the electromagnets one, pressure pipes are fixed on the upper and lower ends of the left side of the wave-retaining plate, flow guides are slidably connected in the cavities on the left side of the pressure pipes through stoppers, slide rods are fixed on the right side walls of the supporting grooves, slide blocks are slidably connected on the slide rods, a hydraulic rod mechanism is fixed on the bottom surface of the supporting grooves, the movable ends of the hydraulic rod mechanism are fixedly connected with the corresponding slide blocks, and the rodless cavities of the hydraulic rod mechanism are communicated with the two pressure pipes through three-way hoses; supporting assemblies are arranged between the two slide blocks and the pile foundation block, and a buffering assembly is arranged between the pile foundation block and the wave-retaining plate.

[0008] Optionally, the wave-retaining plate is in an L-shaped structure, and the flow guides are designed as arc-shaped structures which are inclined and concave inward.

[0009] Optionally, the supporting assembly comprises two supports fixedly connected to the right side walls of the pile foundation block, a first rotating shaft rotatably connected between the two supports, elastic telescopic rods fixedly connected to the two ends of the first rotating shaft, and the movable ends of the two elastic telescopic rods rotatably connected with the two slide blocks respectively.

[0010] Optionally, the supporting assembly further comprises two guide rods fixedly connected to the right side walls of the pile foundation block, two supporting plates slidably connected on the two guide rods, a second rotating shaft rotatably connected between the side walls of the two guide rods, a first gear and a plurality of cams fixedly connected to the outer wall of the second rotating shaft, a second gear fixedly connected to the position of the first gear on the outer wall of the first rotating shaft, and the second gear in meshing transmission with the first gear.

[0011] Optionally, the two supporting plates are connected through springs, and the two supporting plates are in abutment with the plurality of cams.

[0012] Optionally, the buffering assembly comprises a sliding groove and two abutting blocks, the sliding groove is opened on the left side wall of the pile foundation block, the two abutting blocks are fixedly connected to the outer walls of the two ends of the first rotating shaft respectively, a base plate is slidably connected in the sliding groove, a buffering plate is connected to the left side of the base plate through a plurality of springs, and the buffering plate is in abutment with the wave-retaining plate.

[0013] Optionally, the buffer assembly further comprises two adjusting rods fixedly connected to the right side wall of the base plate, each of the adjusting rods is in sliding connection with the pile foundation block, and the two adjusting rods are in abutment with two abutting blocks, each of the abutting blocks is in arc-shaped structure, and the thickness of the abutting block is gradually increased along the arc-shaped direction.

[0014] Optionally, the method comprises the following steps:

[0015] S1: under normal working conditions, the mass block is reset on the wave baffle to form a stable wave baffle structure;

[0016] S2: when an earthquake occurs, the two electromagnets are three-way powered to lift the mass block to suspend and isolate the earthquake, and when extreme weather occurs, the electromagnet one and the electromagnet two are powered, and the adjustable magnetic force is combined with the counterforce of the pile foundation block and the weight of the mass block to resist the wave impact force;

[0017] S3: the wave impact deflector drives the pressure pipe to transmit pressure to the hydraulic rod mechanism, drives the sliding block to slide upwards along the sliding rod, drives the elastic expansion rod to rotate and compresses the inclined support force of the pile foundation block;

[0018] S4: the rotation of the first rotating shaft drives the cam to rotate through gear transmission, so that the two support plates are opened upward and downward to expand the support area of the pile foundation block, and the support force is uniformly distributed;

[0019] S5: the rotation of the first rotating shaft simultaneously drives the adjusting rod to increase the pressing force of the spring on the wave baffle, and the wave impact force is absorbed by the buffer plate and the spring, and the pile foundation block is protected.

[0020] Compared with the prior art, the present application has at least the following advantages:

[0021] In the above scheme, the deflector, the pressure pipe, the hydraulic rod mechanism, the support assembly and the buffer assembly are arranged, so that the impact force of the wave on the deflector is converted into stable support force on the pile foundation block through the pressure pipe and the hydraulic rod mechanism, when the wave impact is increased, the two support plates of the support assembly are opened upward and downward, the support area of the pile foundation block is increased, and the pressing buffering force on the wave baffle is simultaneously increased, so that the anti-overturning stability of the pile foundation block is improved under extreme weather, and the pile foundation block is effectively protected from the damage of instantaneous impact force.

[0022] In the above scheme, the electromagnet one, the electromagnet two and the pile foundation block are arranged to actively resist the wave, when the wave force is increased in extreme weather, the electromagnet one and the electromagnet two are powered, the magnetic force provided by the electromagnet one and the electromagnet two is adjusted according to the period frequency and the size of the wave measured by the external sensor, and the balance with the wave force is realized.

[0023] In the above scheme, the electromagnetic iron, the base one and the base two are arranged to actively resist earthquakes, so that the mass block is suspended and completely separated from the mechanical contact with the wave board when the earthquake signal is monitored, the transmission path of the earthquake wave to the upper structure through the wave board is cut off, and the destructive impact of the earthquake of a certain intensity on the wave board and the mass block is reduced. BRIEF DESCRIPTION OF DRAWINGS

[0024] Figure 1 It is a whole structure schematic view of one perspective of the application;

[0025] Figure 2 It is a whole structure schematic view of another perspective of the application;

[0026] Figure 3 It is a structure schematic view of the mass block, the base one and the base two parts of the application;

[0027] Figure 4 It is a structure schematic view of the guide plate and the pressure pipe parts of the application;

[0028] Figure 5 It is a sectional view schematic view of one perspective of the application; Figure 1

[0029] It is a sectional view schematic view of another perspective of the application; Figure 6

[0030] It is an enlarged schematic view of the A part structure in the application; Figure 7 Figure 5

[0031] Figure 8 It is a structure schematic view of the support assembly and the buffer assembly parts of the application;

[0032] Figure 9 It is a structure schematic view of the support plate part of the application;

[0033] Figure 10 It is a disassembly schematic view of the part structure of the application; Figure 9

[0034] Figure 11 It is a structure schematic view of the back perspective of the application. Figure 10 LIST OF REFERENCE NUMBERS:

[0035]

[0036] ​​​​1, pile 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, flow guide plate; 12, slide rod; 13, slide block; 14, hydraulic rod mechanism; 15, support assembly; 151, support; 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, abutting block. DETAILED DESCRIPTION

[0037] In order to further clarify the technical means and effects adopted by the present application to achieve the predetermined object of the present application, the following will be described in detail according to the specific embodiments, structures, features and effects of the present application, combined with the accompanying drawings and preferred embodiments.

[0038] As Figures 1 to 11The embodiment of the present application provides a wave-retaining wall with active anti-seismic and anti-wave functions, which comprises a pile foundation block 1, a wave-retaining plate 2 placed on the ground left to the pile foundation block 1 and two support grooves 3 opened on the ground right to the pile foundation block 1, the bottom of the pile foundation block 1 is punched into the ground, a base one 4 is placed on the wave-retaining plate 2, a base two 5 is connected to the top surface of the base one 4 through a damping spring, an electromagnet three 6 is fixed on the upper and lower contact surfaces of the base one 4 and the base two 5, a mass block 7 is placed on the top surface of the base two 5, the mass block 7 is made of concrete, under normal working conditions, the mass block 7 is placed on the wave-retaining plate 2 and can resist the wave impact force by the large weight of the mass block 7, when an earthquake occurs, the two electromagnet threes 6 are electrified, the base two 5 is lifted up through the magnetic force, so that the mass block 7 on the base two 5 is suspended and separated from the wave-retaining plate 2, under a certain earthquake intensity, the isolation and shock absorption effect is achieved, an electromagnet one 8 is fixed on the adjacent surface of the wave-retaining plate 2 and the pile foundation block 1 and the mass block 7, an electromagnet two 9 is fixed on the side wall of the mass block 7 corresponding to the position of the electromagnet one 8, when a strong wave period caused by a typhoon or other extreme weather is encountered, the wave force is increased, and the weight is insufficient to resist the wave force, at this time, the electromagnet one 8 and the electromagnet two 9 are electrified, and the power and frequency of the electricity are adjusted to match the period and size of the wave force, the counterforce is provided by the pile foundation block 1, and the wave force is resisted by the weight of the mass block 7, a pressure pipe 10 is fixed on the left upper and lower ends of the wave-retaining plate 2, a guide plate 11 is slidably connected in the left cavity of the pressure pipe 10 through a plug block, when the guide plate 11 is impacted by the wave, the plug block is driven to move into the pressure pipe 10, a sliding rod 12 is fixed on the right side wall of each support groove 3, a sliding block 13 is slidably connected on the sliding rod 12, a hydraulic rod mechanism 14 is fixed on the bottom surface of the support groove 3, the movable end of the hydraulic rod mechanism 14 is fixedly connected with the corresponding sliding block 13, the rodless cavity of the hydraulic rod mechanism 14 is communicated with the two pressure pipes 10 through a three-way hose, according to the different wave impact force received by the guide plate 11, the internal pressure of the pressure pipe 10 is changed correspondingly, and the pressure is transmitted to the hydraulic rod mechanism 14 through the hose, so that the hydraulic rod mechanism 14 drives the sliding block 13 to slide on the sliding rod 12; a support assembly 15 is arranged between the two sliding blocks 13 and the pile foundation block 1, when the wave-retaining plate 2 is impacted by the wave and the pile foundation block 1 provides a counterforce, the support assembly 15 is used for converting part of the wave impact force into stable supporting force on the pile foundation block 1 according to the different wave impact force received by the guide plate 11 left to the wave-retaining plate 2, the reliability of the pile foundation block 1 is improved under the typhoon or other extreme weather, a buffer assembly 16 is arranged between the pile foundation block 1 and the wave-retaining plate 2, the wave-retaining plate 2 is tightly abutted through the buffer assembly 16, and the wave force transmitted to the pile foundation block 1 is buffered, so that the damage of the pile foundation block 1 caused by the instantaneous force is avoided.

[0039] The wave baffle 2 is L-shaped structure, the guide plate 11 is designed as inclined concave arc structure, the wave that impacts is guided backflow through the guide plate 11, makes it and subsequent wave impact, weakens subsequent wave impact force, and the right side wall of each support groove 3 is inclined plane structure.

[0040] Specifically, under normal working conditions, the mass block 7 made of concrete is stably placed on the wave baffle 2 by its own weight, and the wave baffle 2 together constitutes a stable wave baffle structure, which can resist the impact force of conventional waves. When an earthquake occurs, the external controller energizes the electromagnet one 8 and the electromagnet two 9, and simultaneously energizes the two electromagnet threes 6 on the contact surface of the base one 4 and the base two 5. Since the opposite faces of the electromagnet three 6 have the same polarity, the strong repulsive magnetic force generated by the electromagnet three 6 will lift the base two 5 and the mass block 7 on the top of the base two 5 as a whole upward, so that the mass block 7 is separated from the direct contact with the wave baffle 2, and realizes the suspended state, cutting off the direct transmission path of the ground vibration generated by the earthquake to the mass block 7 through the wave baffle 2, weakening the impact of the earthquake wave on the upper mass block 7 structure, and achieving the effect of shock absorption and vibration reduction. When encountering typhoon or other extreme weather, the wave impact force increases sharply, and the conventional mass is not enough to stably resist, at this time, the system energizes the electromagnet one 8 fixed inside the wave baffle 2 and the electromagnet two 9 fixed on the corresponding side wall of the mass block 7, so that the magnetic force generated by them matches in size and direction and offsets the impact of periodic wave force. The pile foundation block 1 is deeply buried underground, providing a stable counterforce basis for the electromagnet one 8.

[0041] 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 rotatably connected between the two brackets 151, and elastic extension rods 153 fixedly connected to both ends of the first rotating shaft 152. The movable ends of the two elastic extension rods 153 are rotatably connected to the two sliding blocks 13, respectively. The elastic extension rods 153 are inclinedly arranged to form a diagonal bracing for the pile foundation block 1. When the guide plate 11 is subjected to an increased wave impact force, the internal pressure of the pressure pipe 10 increases and is transmitted to the inside of the hydraulic rod mechanism 14 through the hose, causing the hydraulic rod mechanism 14 to push the sliding block 13 to rise along the slide rod 12. At this time, the sliding block 13 pushes the elastic extension rods 153 to drive the first rotating shaft 152 to rotate. At the same time, due to the inclined plane structure of the support groove 3, the distance between the sliding block 13 and the pile foundation block 1 is reduced, and the contraction force of the elastic extension rods 153 is increased, thereby increasing the support force on the pile foundation block 1.

[0042] The support assembly 15 further comprises 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 a plurality of 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 a position corresponding to the first gear 157, the second gear 159 is in meshing transmission with the first gear 157, and when the first rotating shaft 152 rotates, the second gear 159 meshes with the first gear 157 to drive the second rotating shaft 156 to rotate.

[0043] The two support plates 155 are connected by a spring, and the two support plates 155 are in contact with the plurality of cams 158, and when the cams 158 rotate, the two support plates 155 are pushed apart in the upward and downward directions respectively, thereby increasing the support area of the entire support assembly 15 on the pile foundation block 1.

[0044] Specifically, when the deflector 11 is impacted by waves, it drives the plug block to compress the fluid in the pressure pipe 10 to generate pressure, which is transmitted to the rodless cavity of the hydraulic rod mechanism 14 through the hose to drive the movable end to extend, thereby pushing the sliding block 13 to slide upward along the sliding rod 12, and the upward movement of the sliding block 13 drives the movable end of the elastic telescopic rod 153 connected thereto, and the inclined elastic telescopic rod 153 is driven to rotate by the pushing force from the sliding block 13, and at the same time, since the right side of the support groove 3 is designed as a slope structure, the horizontal distance between the sliding block 13 and the right side wall of the pile foundation block 1 gradually decreases during the upward sliding process, the compression amount of the elastic telescopic rod 153 increases, and the internal elastic force also increases, thereby increasing the support force on the pile foundation block 1 and enhancing the anti-overturning stability of the pile foundation block 1.

[0045] Further, the rotation of the first rotating shaft 152 drives the second gear 159 fixed thereto to rotate, the second gear 159 meshes with the first gear 157 fixed to the second rotating shaft 156 to transmit the motion to the second rotating shaft 156, and the plurality of cams 158 fixed to the second rotating shaft 156 rotate synchronously. The two support plates 155 slide on the guide rods 154 and are connected by a spring therebetween, and have a tendency to move closer to each other, when the cams 158 rotate, the two support plates 155 are driven by the cams 158 to open in the upward and downward directions against the tension of the intermediate spring, thereby increasing the support area of the entire support assembly 15 on the pile foundation block 1, and the concentrated support force transmitted by the elastic telescopic rod 153 is more evenly distributed to a larger side wall area of the pile foundation block 1, thereby reducing the local compressive stress and further improving the overall anti-sliding and anti-overturning ability of the pile foundation block 1.

[0046] 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 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, the buffer plate 163 abuts against the wave baffle 2, when the wave baffle 2 is impacted by the wave impact force, the abutting force on the wave baffle 2 is increased through the plurality of springs arranged between the buffer plate 163 and the base plate 162, and meanwhile, when the wave impact force is large, the action force of the wave baffle 2 on the pile block 1 is buffered.

[0047] 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, the two adjusting rods 164 abut against the two abutting blocks 165 respectively, 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, when the wave impact force increases to drive the first rotating shaft 152 to rotate, the abutting block 165 rotates synchronously to make the thicker part of the abutting block 165 abut against the adjusting rod 164, the adjusting rod 164 is extruded by the abutting block 165 to drive the base plate 162 to move towards the buffer plate 163, and the abutting force of the spring on the wave baffle 2 is increased.

[0048] Specifically, during the working process of the wave baffle wall, the buffer plate 163 applies a certain pre-tightening abutting force on the wave baffle 2 through the plurality of springs connected between the buffer plate 163 and the base plate 162 in the initial state, the greater the wave impact force is, the thicker part of the abutting block 165 abuts against the adjusting rod 164, the adjusting rod 164 is extruded by the abutting block 165 to drive the base plate 162 to move towards the buffer plate 163, and the abutting force of the spring on the wave baffle 2 is increased, so that the stability of the wave baffle 2 is maintained. When the wave baffle 2 is impacted by the wave, the impact force is first transmitted to the buffer plate 163 in direct contact with the wave baffle 2, the buffer plate 163 transmits the impact force to the plurality of springs connected behind the buffer plate 163, the springs are compressed and deformed under the pressure, a part of the impact energy is absorbed and stored through the elastic deformation of the springs, so that the instantaneous action force transmitted to the base plate 162 and the pile block 1 behind the buffer plate 163 is buffered and attenuated, and the peak force is avoided from directly impacting the pile block 1.

[0049] As an embodiment of the present application, the method comprises the following steps:

[0050] S1: under normal working conditions, the mass block 7 is arranged on the wave baffle 2 to jointly form a stable wave baffle structure by virtue of the self-weight;

[0051] S2: when an earthquake occurs, the two electromagnets three 6 are electrified to lift the mass block 7 to suspend and isolate the earthquake, and when extreme weather occurs, the electromagnet one 8 and the electromagnet two 9 are electrified to resist the wave impact force by means of the adjustable magnetic force and the counterforce of the pile block 1 and the self-weight of the mass block 7;

[0052] 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 along the slide rod 12, drives the elastic telescopic rod 153 to rotate and compresses the oblique support force of the pile foundation block 1;

[0053] S4: the first rotating shaft 152 rotates to drive the cam 158 to rotate through gear transmission, makes the two support plates 155 open up and down, expands the support area of the pile foundation block 1, and realizes uniform distribution of the support force;

[0054] S5: the first rotating shaft 152 rotates and simultaneously pushes the adjusting rod 164 to increase the resistance of the spring to the wave plate 2 through the arc-shaped resisting block 165, the wave impact force is absorbed and buffered by the buffer plate 163 and the spring, and the pile foundation block 1 is protected.

[0055] The technical scheme provided by the application has the following working principles:

[0056] During the use of the device, in the normal working state, the mass block 7 made of concrete is stably placed on the wave plate 2 by the weight of the mass block 7, and the wave plate 2 forms a stable wave-retaining structure, which can resist the impact of conventional waves, at this time, the electromagnet one 8, the electromagnet two 9 and the electromagnet three 6 are not powered on; when an earthquake occurs, the external control system powers on the electromagnet three 6 on the contact surface of the base one 4 and the base two 5, because the polarities of the opposite surfaces are the same, the strong repulsive magnetic force generated by the opposite surfaces will lift the base two 5 and the mass block 7 as a whole upwards, so that the base two 5 and the mass block 7 are suspended and separated from the wave plate 2, the path of the seismic wave through the ground and the wave plate 2 to the mass block 7 is cut off, and the shock absorption and vibration reduction are realized; when encountering typhoon and other extreme weather, the wave impact force is sharply increased, first, the electromagnet one 8 and the electromagnet two 9 are powered on, the power and frequency of the electromagnet one 8 and the electromagnet two 9 are adjusted, the reverse magnetic force matching the period and size of the wave impact force is generated, and the pile foundation block 1 is provided with a stable counterforce basis, and the weight of the mass block 7 is used to resist the wave force.

[0057] Meanwhile, the wave impact guide plate 11, push its inside the plug block compression pressure pipe 10 fluid pressure generated by the pressure through the hose to the two support groove 3 in the hydraulic lever mechanism 14, push the slider 13 along the slide bar 12 up, the slider 13 up push and rotate with the elastic telescopic rod 153, drive the first rotation shaft 152 rotation, because the support groove 3 right side is inclined structure, the slider 13 up when the distance between the pile block 1 decreases, the elastic telescopic rod 153 compression amount increases, its internal elastic force increases, thereby enhancing its inclined support force of the pile block 1. The rotation of the first rotation shaft 152 through the second gear 159 and the first gear 157 meshing, drive the second rotation shaft 156 and a plurality of cam 158 rotation, the rotation of the cam 158 drive two support plate 155 overcome the tension of the spring, in the guide rod 154 up and down two directions, increase the support area of the side wall of the pile block 1, make the support force distribution more uniform. At the same time, the rotation of the first rotation shaft 152 drive its both ends of the arc block 165 synchronous rotation, block 165 thickness gradually increases, its thicker part with the adjustment rod 164 resistance, push the adjustment rod 164 and the base plate 162 to the buffer plate 163 direction, compression buffer plate 163 and the base plate 162 between the spring, thereby increasing the resistance of the wave board 2. When the wave impact wave board 2, the impact force through the buffer plate 163 to the rear spring, the spring compression deformation absorption and buffer the instantaneous peak force, protect the pile block 1 from direct impact. The spring resistance of the wave board 2 the rotation angle of the first rotation shaft 152 self adaptive adjustment, the greater the impact force, the stronger the resistance.

[0058] The above, only the preferred embodiment of the present application, not any form of the present application, although the present application has been disclosed as above, however, not to limit the present application, any person skilled in the art, without departing from the scope of the present application, when the above disclosed technical content to make some more dynamic or modification of equivalent changes, but as long as not beyond the scope of the present application, according to the technical essence of the present application above the embodiment of any concise modification, equivalent changes and modification, still belong to the scope of the present application technical scheme.

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 wave board (2) and the pile block (1) and the mass block (7) adjacent surface is fixed with electromagnet one (8), the mass block (7) side wall is fixed with electromagnet two (9) at the position corresponding to electromagnet one (8), the wave board (2) left side upper and lower ends are fixed with pressure pipe (10), the pressure pipe (10) left side cavity is sealed with guide plate (11) through the sliding block, each support slot (3) right side wall is fixed with sliding rod (12), the sliding rod (12) is slidingly connected with the sliding block (13), the support slot (3) bottom is fixed with hydraulic rod mechanism (14), the movable end of the hydraulic rod mechanism (14) is fixedly connected with the corresponding sliding block (13), the rodless cavity of the hydraulic rod mechanism (14) is communicated with two pressure pipes (10) through the three-way hose; Two sliding blocks (13) and pile block (1) are provided with support assembly (15), and buffer assembly (16) is arranged between the pile block (1) and the wave board (2); The wave board (2) is L-shaped structure, the guide plate (11) is designed as inclined concave arc structure, and the right side wall of each support slot (3) is inclined surface structure; 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), and the movable ends of the two elastic telescopic rods (153) are rotatably connected with the two sliding blocks (13) respectively; 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) at the position corresponding to the first gear (157), and the second gear (159) is in meshing transmission with the first gear (157); Two support plates (155) are connected by springs, and two support plates (155) are in contact with a plurality of cams (158). 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). 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.

2. 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 as claimed in claim 1, 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 self-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 self-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