Wave pile construction equipment and construction method

Abstract

The invention relates to the technical field of wave pile construction, and discloses wave pile construction equipment and a construction method.The wave pile construction equipment comprises main beams and wave pile blocks, the wave pile blocks are installed between the main beams on the two sides, the two ends of each main beam are fixedly connected with a cross beam and a connecting plate correspondingly, and the upper surface of each connecting plate is fixedly connected with a fixing leg; a sliding groove is formed in the main beam, a sliding frame is slidably connected to the upper surface of the main beam, a rotating shaft is rotatably connected to the sliding frame, a guide wheel is arranged on the outer wall of the rotating shaft and located in the sliding groove, and a conical column is installed on the sliding frame. The conical column and the limiting plate are driven by the guide wheel to dynamically limit the pile body, so that the wave pile is always positioned along a preset track in the piling process, the problem of pile position deviation caused by a special pile section in traditional construction is solved, and the piling precision is improved.

Description

Technical Field

[0001] The present invention relates to the technical field of wave pile construction, in particular to wave pile construction equipment and a construction method. Background Art

[0002] Wave piles feature a periodic wave shape (sinusoidal or similar). By varying the cross-sectional shape of the pile, they increase the contact area with the soil or water, thereby enhancing structural stability. The wavy surface disperses the impact of water flow, reducing localized scour and protecting the soil or structures behind the pile. In coastal protection, wave piles reduce wave energy and shoreline erosion by reflecting, refracting, and breaking waves. The wavy shape of the pile increases friction with the soil, improving overall anti-slip stability and making it suitable for soft soil foundations.

[0003] For project acceptance, large gaps between wave piles are not permitted, as this can easily lead to soil erosion. Existing pile-picking methods require the pile and the pickup device to move, making precise control of pile placement difficult and ensuring pile verticality difficult. Due to the cross-section of wave piles, existing equipment may not be suitable. Furthermore, the pile and the pickup device are movable, making precise control of pile placement difficult. Summary of the Invention

[0004] In view of the shortcomings of the existing technology, the present invention provides a wave pile construction device and a construction method to solve the problem that the position of the pile cannot be accurately controlled due to the cross-section of the wave pile.

[0005] To achieve the above objectives, the present invention is implemented through the following technical solutions: a wave pile construction equipment, including a main beam and a wave pile block, the wave pile block is installed between the main beams on both sides, the two ends of the main beam are respectively fixedly connected to the cross beam and the connecting plate, the upper surface of the connecting plate is fixedly connected to the fixed leg, a slide groove is provided inside the main beam, the upper surface of the main beam is slidably connected to the sliding frame, both sides of the sliding frame are rotatably connected to the rotating shaft, the outer wall of the rotating shaft is provided with a guide wheel, the guide wheel is located inside the slide groove, the sliding frame is installed with a tapered column, the rotating shafts on both sides are respectively located on the outside of the two tapered columns, a limiting plate is fixedly connected between the tapered columns on both sides, and the sliding frame is connected to a driving mechanism.

[0006] Through the above scheme: the wave pile blocks are laid in a limited position through a guide frame composed of a main beam, a cross beam and a connecting plate, and the sliding frame is moved in the main beam slide to further limit the position. The laying position of the wave piles and the verticality of the pile body can be constrained by a physical limiting mechanism, avoiding the piling position deviation caused by the cross-sectional characteristics of the pile type, and achieving precise control of the wave pile laying accuracy.

[0007] Preferably, the driving mechanism includes a hand chain hoist, which is installed on the outer wall of the sliding frame and connected to the rotating shaft.

[0008] Preferably, the driving mechanism includes a screw rod, which is threadedly connected to the sliding frame, and the connecting plate is equipped with a motor, the output end of the motor is fixedly connected to one end of the screw rod, and the other end of the screw rod is rotatably connected to the crossbeam.

[0009] Preferably, the outer walls of the cross beam and the connecting plate are fixedly connected with a connecting block 1 and a connecting block 2 respectively, and the interiors of the connecting block 1 and the connecting block 2 are slidably connected with reinforcing legs.

[0010] Preferably, the top end of the reinforcing leg is fixedly connected to a pressing block, and the bottom end of the reinforcing leg is fixedly connected to a tip.

[0011] Preferably, the pile driver is further included, wherein the pile driver is equipped with a vibrating hammer, and the vibrating hammer is connected to a chuck.

[0012] Preferably, the clamp is fixedly connected to a steel plate, one side of the steel plate can be fitted with the wave pile block, and the other side of the steel plate is provided with a stiffening rib.

[0013] A wave pile construction method, the method comprising the following steps: S1. According to the geological conditions on site, use a spiral drill to drill the pilot pile holes to prepare the foundation for the subsequent wave pile blocks; S2. Before construction, the intersection points are reviewed. The control points are measured to the construction site using a total station and a level. Surveyors are transported to the wave pile drive location using a small transport boat. The first wave pile drive location is accurately located near the edge of the vessel. S3. Drive the first wave pile block. Manually feed one end of the wave pile block slowly into the bite on the pile driver and fix it firmly. Under the guidance of the crew on board, transfer the wave pile block to the edge of the ship. At the same time, stabilize the wave pile block to reduce shaking. Keep it close to the side of the ship and use the pile driver to drive the first wave pile block into the underwater soil layer. S4. Using the first wave pile block that has been driven as a fulcrum, use a crane to lift the main beam and place the crossbeam of the main beam on the top of the first wave pile block. Insert the fixing legs into the underwater soil layer to ensure that the main beam is horizontal and vertical and will not shift during the subsequent piling process. S5. Pick up and drive the second wave pile block. The cantilever of the pile driver places the second wave pile block through the chuck and steel plate, so that its lower end is inserted into the guide groove between the main beams on both sides and as close to the first wave pile block as possible. Move the sliding frame to the side of the second wave pile block. Through the driving mechanism, the sliding frame and the second wave pile block are tightly fitted to ensure that the two wave pile blocks are in close contact. Start the vibratory hammer to drive the second wave pile block. During the pile sinking process, the sliding frame continues to guide to ensure that there is no longitudinal gap between the second wave pile block and the first one. After driving to the specified elevation, stop the driving mechanism and move the sliding frame toward the fixed leg to prepare for the next pile position construction; S6, injecting and re-pressing the wave pile blocks in the guide groove, repeating the operation of step S5 until the guide groove of the sliding frame is filled with wave pile blocks, then using a crane to lift the main beam, using a clamp and a steel plate to clamp the wave pile blocks and re-press them to ensure that the pile top elevations of all piles are consistent with the specified elevation; S7. After the remaining wave pile blocks are placed, place the crossbeam of the main beam on top of the last wave pile block of the previous groove of the wave pile block wall, and repeat the above steps until all the wave pile blocks are placed.

[0014] Preferably, in steps S5, S6 and S7: When a hand chain hoist is used, the hand chain hoist drives the rotating shaft to rotate, and the rotation of the rotating shaft drives the guide wheel to move, so that the sliding frame slides on the upper surface of the main beam; When the motor is used, the motors on both sides are started to rotate synchronously, the motor drives the lead screw to rotate, and the lead screw pushes the sliding frame to slide automatically.

[0015] Preferably, when the water conditions are complicated, in the steps S5, S6 and S7: the reinforcing legs are inserted into the connecting block 1 and the connecting block 2, and the reinforcing legs are hammered into the bottom of the water manually or by a pile driver. When the main beam is transferred, the reinforcing legs are pulled out first.

[0016] The present invention provides a wave pile construction device and a construction method, which have the following beneficial effects: 1. The present invention utilizes two main beams, a cross beam and a connecting plate to form a guide frame, which is matched with a sliding frame that can slide along the main beam slide groove. The guide wheel drives the tapered column and the limit plate to dynamically limit the pile body, so that the wave pile is always positioned along the preset trajectory during the piling process, solving the problem of pile position deviation caused by the special cross-section of the pile in traditional construction and improving the accuracy of piling.

[0017] 2. The driving mechanism of the present invention can manually adjust the sliding frame through a hand hoist, or automatically drive the sliding frame to slide through a motor and a screw rod, and can also cooperate with a displacement sensor and a controller to improve work efficiency.

[0018] 3. For special waters, the present invention can improve the stability of the guide frame by adding reinforcing legs in connecting block 1 and connecting block 2 and inserting them into the bottom of the water, and the top and bottom ends of the reinforcing legs are respectively provided with a pressing block and a pointed end to facilitate hammering, insertion and extraction.

[0019] 4. The construction operation of the present invention is simple and the injection efficiency is high. It solves a series of objective problems faced by the project, such as tight construction period, large project volume, high environmental protection requirements, few effective working days and small temporary site, and creates good construction conditions for the pile top pressure engineering construction in the next stage of the project. BRIEF DESCRIPTION OF THE DRAWINGS

[0020] Figure 1 It is a schematic diagram of the three-dimensional structure of the present invention; Figure 2 It is a schematic diagram of the local structure of the connecting plate of the present invention; Figure 3 It is a schematic diagram of the local structure of the tapered column of the present invention; Figure 4 It is a schematic diagram of the local structure of the motor of the present invention; Figure 5 It is a schematic diagram of the local structure of the screw rod of the present invention; Figure 6 This is a schematic diagram of the partial structure of the reinforcing leg sleeve of the present invention; Figure 7 It is a schematic diagram of the local structure of the vibration hammer of the present invention; Figure 8 It is a schematic diagram of the local structure of the steel plate of the present invention.

[0021] Among them, 1. Main beam; 2. Wave pile block; 3. Cross beam; 4. Connecting plate; 5. Fixed leg; 6. Slide chute; 7. Sliding frame; 8. Conical column; 9. Limiting plate; 10. Guide wheel; 11. Rotating shaft; 12. Driving mechanism; 1211. Hand hoist; 1221. Motor; 1222. Screw rod; 13. Connecting block 1; 14. Connecting block 2; 15. Reinforced leg; 16. Tip; 17. Down pressure block; 18. Pile driver; 19. Vibratory hammer; 20. Chuck; 21. Steel plate; 22. Stiffening rib. DETAILED DESCRIPTION

[0022] The following will clearly and completely describe the technical solution of the present invention in conjunction with the accompanying drawings. Obviously, the embodiments described are only some embodiments of the present invention, not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without making creative efforts are within the scope of protection of the present invention.

[0023] Please see the attached Figure 1 -Attached Figure 3An embodiment of the present invention provides a wave pile construction equipment, including a main beam 1 and a wave pile block 2. The wave pile block 2 is installed between the main beams 1 on both sides. The two ends of the main beam 1 are fixedly connected with a cross beam 3 and a connecting plate 4 respectively. The upper surface of the connecting plate 4 is fixedly connected with a fixed leg 5. A slide groove 6 is opened inside the main beam 1. The upper surface of the main beam 1 is slidably connected with a sliding frame 7. Both sides of the sliding frame 7 are rotatably connected with a rotating shaft 11. The outer wall of the rotating shaft 11 is provided with a guide wheel 10. The guide wheel 10 is located inside the slide groove 6. The sliding frame 7 is installed with a tapered column 8. The rotating shafts 11 on both sides are respectively located on the outside of the two tapered columns 8. A limiting plate 9 is fixedly connected between the tapered columns 8 on both sides, and the sliding frame 7 is connected with a driving mechanism 12.

[0024] Specifically, this solution forms a guide frame through two main beams 1, a cross beam 3 and a connecting plate 4. When in use, the wave pile block 2 is placed between the main beams 1 on both sides for limiting, wherein the cross beam 3 is arranged on the upper surface of the main beam 1. When erecting the guide frame, the cross beam 3 on one side is placed on the upper surface of the previous wave pile block 2, and the connecting plate 4 on the other side faces the laying direction. Fixed legs 5 are provided on the lower surface of the connecting plate 4, and the fixed legs 5 are used to support the guide frame. When laying the wave pile block 2, it can be limited by the sliding frame 7, wherein the sliding frame 7 can move, and the sliding frame 7 is moved by the guide wheel 10. The guide wheel 10 runs inside the slide groove 6, and the wave pile block 2 is limited by sliding the sliding frame 7, and is laid in sequence, which solves the problems of large gaps between piles, difficulty in ensuring the verticality of the pile body, and inability to accurately locate the pile position. It has a simple structure and a small operating space.

[0025] Please see the attached Figure 3 The driving mechanism 12 includes a hand chain hoist 1211 , which is mounted on the outer wall of the sliding frame 7 and connected to the rotating shaft 11 .

[0026] Specifically, the driving mechanism 12 can be adjusted manually. When manual, it can be adjusted through a hand chain hoist 1211. By pulling the chain of the hand chain hoist 1211, the rotating shaft 11 is driven to rotate, and the rotating shaft 11 drives the sliding frame 7 to slide through the guide wheel 10.

[0027] Please see the attached Figure 4 -Attached Figure 5 In one embodiment, the driving mechanism 12 includes a screw rod 1222, which is threadedly connected to the sliding frame 7, and the connecting plate 4 is equipped with a motor 1221. The output end of the motor 1221 is fixedly connected to one end of the screw rod 1222, and the other end of the screw rod 1222 is rotatably connected to the beam 3.

[0028] Specifically, the driving mechanism 12 can be automatically adjusted, and a dual motor 1221 can be used, and the motors 1221 can rotate synchronously. By starting the motor 1221, the screw rod 1222 at the output end can be driven to rotate, and the screw rod 1222 rotates to push the sliding frame 7 to slide, which can automatically drive the sliding frame 7 to slide. Furthermore, the displacement sensor and the controller can be used to control the motor 1221 to drive the sliding frame 7 close to the wave pile block 2, thereby improving work efficiency.

[0029] Please see the attached Figure 6 In the above embodiment, the outer walls of the crossbeam 3 and the connecting plate 4 are fixedly connected with the connecting block 13 and the connecting block 2 14 respectively, and the inner parts of the connecting block 13 and the connecting block 2 14 are slidably connected with the reinforcing leg 15; the top end of the reinforcing leg 15 is fixedly connected with the pressing block 17, and the bottom end of the reinforcing leg 15 is fixedly connected with the tip 16.

[0030] Specifically, for some special waters, it is necessary to strengthen the stability of the guide frame. First, a connecting block 13 and a connecting block 2 14 can be added. By adding a reinforcing leg 15 inside the connecting block 13 and the connecting block 2 14, the reinforcing leg 15 can slide inside the connecting block 13 and the connecting block 2 14. After the reinforcing leg 15 is inserted into the connecting block 13 and the connecting block 2 14, it is pressed down manually or by a pile driver 18 to further extend it into the bottom of the water, thereby improving the stability of the guide frame. A tip 16 is provided at the bottom end of the reinforcing leg 15 to facilitate the insertion of the reinforcing leg 15 into the bottom of the water, and a pressing block 17 is provided at the top end of the reinforcing leg 15 to facilitate hammering and pulling out the reinforcing leg 15.

[0031] Please see the attached Figure 1 , Attachment Figure 7 and attached Figure 8 , also includes a pile driver 18, the pile driver 18 is equipped with a vibrating hammer 19, the vibrating hammer 19 is connected to a chuck 20; the chuck 20 is fixedly connected to a steel plate 21, one side of the steel plate 21 can be fitted with the wave pile block 2, and the other side of the steel plate 21 is provided with a stiffening rib 22.

[0032] Specifically, this solution uses a pile driver 18 to hammer the wave pile block 2. The cantilever part of the pile driver 18 is equipped with a vibrating hammer 19, which is used for hammering. A chuck 20 is provided on the lower surface of the vibrating hammer 19. The chuck 20 can be driven by hydraulic pressure. The chuck 20 drives the steel plates 21 on both sides to slide, and the wave pile block 2 is clamped by the steel plates 21 on both sides, which facilitates the installation of the wave pile block 2. The shape of the steel plate 21 can fit the shape of the wave pile block 2 so that it can clamp the wave pile block 2. Stiffening ribs 22 are provided on the outer wall of the steel plate 21 to prevent the steel plate 21 from deformation during use.

[0033] A wave pile construction method, the method comprising the following steps: S1, pilot hole construction, according to the on-site geological conditions, use a spiral drill to drill the pilot pile hole to prepare the foundation for the subsequent wave pile block 2; S2. Surveying and setting out and positioning the first pile. Before construction, the intersection points are reviewed. The control points are measured to the construction site with the help of a total station and a level. The surveyors are sent to the wave pile block 2 driving position by a small transport boat. The first wave pile block 2 is accurately positioned near the edge of the ship. S3, driving the first wave pile block 2, manually feeding one end of the wave pile block 2 slowly into the bite on the pile driver and firmly fixing it, under the command of the crew on board, transferring the wave pile block 2 to the edge of the ship, and at the same time stabilizing the wave pile block 2 to reduce shaking, keeping it close to the edge of the ship, and driving the first wave pile block 2 into the underwater soil layer by the pile driver 18; S4. Set up the guide frame. With the first wave pile block 2 already driven as the fulcrum, use a crane to lift the main beam 1 and place the crossbeam 3 of the main beam 1 on the top of the first wave pile block 2. Insert the fixed legs 5 into the underwater soil layer to ensure that the main beam 1 is horizontal and vertical and will not shift during the subsequent piling process. S5, pick up and drive the second wave pile block 2, the cantilever of the pile driver 18 places the second wave pile block 2 through the clamping head 20 and the steel plate 21, so that the lower end of the pile is inserted into the guide groove between the main beams 1 on both sides, and as close to the first wave pile block 2 as possible, and the sliding frame 7 is moved to the side of the second wave pile block 2, and the driving mechanism 12 is used to make the sliding frame 7 fit tightly with the second wave pile block 2 to ensure that the two wave pile blocks 2 are in close contact, and the vibrating hammer 19 is started to drive the second wave pile block 2. During the pile sinking process, the sliding frame 7 is continuously guided to ensure that there is no longitudinal gap between the second wave pile block 2 and the first one. After driving to the specified elevation, the driving mechanism 12 is stopped, and the sliding frame 7 is moved toward the fixed leg 5 to prepare for the next pile position construction; S6, injecting and re-pressing the wave pile blocks 2 in the guide groove, repeating the operation of step 5 until the guide groove of the sliding frame 7 is filled with the wave pile blocks 2, then using a crane to lift the main beam 1, using the clamp 20 and the steel plate 21 to clamp the wave pile blocks 2 and re-press them to ensure that the pile top elevations of all piles are consistent with the specified elevations; S7, complete the injection of the remaining wave pile blocks 2, place the crossbeam 3 of the main beam 1 on the top of the last wave pile block 2 of the wave pile block 2 wall in the previous groove, and repeat the above steps until the injection of all wave pile blocks 2 is completed.

[0034] In steps S5, S6, and S7: When the hand chain hoist 1211 is used, the hand chain hoist 1211 drives the rotating shaft 11 to rotate, and the rotating shaft 11 drives the guide wheel 10 to move, so that the sliding frame 7 slides on the upper surface of the main beam 1; When the motor 1221 is used, the motors 1221 on both sides are started to rotate synchronously, the motor 1221 drives the screw rod 1222 to rotate, and the screw rod 1222 pushes the sliding frame 7 to slide automatically.

[0035] Specifically, the motor 1221 drives the screw rod 1222 by synchronously rotating the motors 1221 on both sides, pushing the sliding frame 7 to slide quickly and automatically, which can greatly improve the construction speed when the construction period is tight and quickly complete the pile position transfer; and during the operation of the hand winch 1211, the construction personnel can intuitively perceive the status of the sliding frame 7. Once an abnormality occurs, such as encountering an obstacle that causes the resistance of the sliding frame 7 to increase, it can be quickly shut down to avoid safety accidents caused by equipment failure or improper operation.

[0036] When the water conditions are complicated, in steps S5, S6 and S7: insert the reinforcing legs 15 into the connecting block 13 and the connecting block 2 14, and hammer the reinforcing legs 15 into the bottom of the water manually or by a pile driver 18. When the main beam 1 is transferred, the reinforcing legs 15 are pulled out first.

[0037] Specifically, after reinforcing legs 14 are inserted into the underwater soil, they effectively resist the lateral thrust of the water flow on the construction equipment, preventing displacement or shaking of the main beam 1 due to the impact of the water flow. At the same time, the stability of the main beam 1 ensures the accurate positioning of the guide groove 6, preventing the guide groove 6 from shifting due to the influence of the water flow. During the installation of wave piles, the pile body sinks along the designed axis, avoiding problems such as tilting and misalignment. Furthermore, the fixed main beam 1 suppresses the displacement caused by the vibration hammer, allowing the sliding frame 7 to maintain stable guidance.

[0038] While embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions, and variations may be made to these embodiments without departing from the principles and spirit of the invention, and that the scope of the invention is defined by the appended claims and their equivalents.

Claims

1. A wave pile construction device, comprising a main beam (1) and a wave pile block (2), characterized in that: The wave pile block (2) is installed between the main beams (1) on both sides. The two ends of the main beam (1) are fixedly connected with a cross beam (3) and a connecting plate (4). The upper surface of the connecting plate (4) is fixedly connected with a fixed leg (5). A sliding groove (6) is provided inside the main beam (1). The upper surface of the main beam (1) is slidably connected with a sliding frame (7). Both sides of the sliding frame (7) are rotatably connected with a rotating shaft (11). The outer wall of the rotating shaft (11) is provided with a guide wheel (10). The guide wheel (10) is located inside the sliding groove (6). The sliding frame (7) is installed with a conical column (8). The rotating shafts (11) on both sides are respectively located on the outside of the two conical columns (8). A limiting plate (9) is fixedly connected between the conical columns (8) on both sides. The sliding frame (7) is connected with a driving mechanism (12).

2. A wave pile construction equipment according to claim 1, characterized in that: The driving mechanism (12) comprises a hand chain hoist (1211), the hand chain hoist (1211) is mounted on the outer wall of the sliding frame (7), and the hand chain hoist (1211) is connected to the rotating shaft (11).

3. The wave pile construction equipment according to claim 1, characterized in that: The driving mechanism (12) comprises a screw rod (1222), the screw rod (1222) being threadedly connected to the sliding frame (7), the connecting plate (4) being mounted with a motor (1221), the output end of the motor (1221) being fixedly connected to one end of the screw rod (1222), and the other end of the screw rod (1222) being rotatably connected to the crossbeam (3).

4. A wave pile construction equipment according to claim 2 or 3, characterized in that: The outer walls of the cross beam (3) and the connecting plate (4) are respectively fixedly connected with a connecting block 1 (13) and a connecting block 2 (14), and the interiors of the connecting block 1 (13) and the connecting block 2 (14) are slidably connected with a reinforcing leg (15).

5. The wave pile construction equipment according to claim 4, characterized in that: The top end of the reinforcing leg (15) is fixedly connected to a lower pressing block (17), and the bottom end of the reinforcing leg (15) is fixedly connected to a tip (16).

6. A wave pile construction equipment according to claim 2 or 3, characterized in that: It also includes a pile driver (18), wherein the pile driver (18) is equipped with a vibrating hammer (19), and the vibrating hammer (19) is connected to a chuck (20).

7. The wave pile construction equipment according to claim 6, characterized in that: The clamp (20) is fixedly connected to a steel plate (21), one side of the steel plate (21) can be fitted with the wave pile block (2), and the other side of the steel plate (21) is provided with a stiffening rib (22).

8. A wave pile construction method, according to the wave pile construction equipment according to any one of claims 1 to 7, characterized in that: The method comprises the following steps: S1. According to the geological conditions on site, a spiral drill is used to drill the pilot pile holes to prepare the foundation for the subsequent injection of the wave pile blocks (2); S2. Before construction, the intersection points are checked. The control points are measured to the construction site with the help of a total station and a level. The surveying personnel are sent to the wave pile block (2) driving position by a small transport boat. The first wave pile block (2) is accurately positioned near the edge of the boat. S3, driving the first wave pile block (2), manually feeding one end of the wave pile block (2) slowly into the bite on the pile driver and fixing it firmly, under the command of the ship's personnel, transferring the wave pile block (2) to the edge of the ship, and at the same time stabilizing the wave pile block (2) to reduce shaking, close to the edge of the ship, and driving the first wave pile block (2) into the bottom soil layer through the pile driver (18); S4. Using the first wave pile block (2) that has been driven as a fulcrum, lift the main beam (1) with a crane and place the crossbeam (3) of the main beam (1) on the top of the first wave pile block (2). Insert the fixed legs (5) into the underwater soil layer to ensure that the main beam (1) is horizontal and vertical and will not shift during the subsequent piling process; S5, pick up and drive the second wave pile block (2), the cantilever of the pile driver (18) places the second wave pile block (2) through the clamp (20) and the steel plate (21), so that the lower end of the pile is inserted into the guide groove between the main beams (1) on both sides and as close to the first wave pile block (2) as possible, move the sliding frame (7) to the side of the second wave pile block (2), and make the sliding frame (7) fit closely with the second wave pile block (2) through the driving mechanism (12) to ensure that the two wave pile blocks (2) are in close contact, start the vibrating hammer (19) to drive the second wave pile block (2), and during the pile sinking process, the sliding frame (7) is continuously guided to ensure that there is no longitudinal gap between the second wave pile block (2) and the first one. After driving to the specified elevation, stop the driving mechanism (12), move the sliding frame (7) toward the fixed leg (5), and prepare for the next pile position construction; S6, the wave pile blocks (2) in the guide groove are injected and re-pressed, and the operation of step S5 is repeated until the guide groove of the sliding frame (7) is filled with the wave pile blocks (2). Then, the main beam (1) is lifted by a crane, and the wave pile blocks (2) are clamped by the clamp (20) and the steel plate (21) to be re-pressed to ensure that the pile top elevations of all piles are consistent with the specified elevations; S7, complete the injection of the remaining wave pile blocks (2), place the crossbeam (3) of the main beam (1) on the top of the last wave pile block (2) of the wave pile block (2) wall in the previous groove, and repeat the above steps until the injection of all wave pile blocks (2) is completed.

9. A wave pile construction method according to claim 8, characterized in that: In the steps S5, S6 and S7: When the hand chain hoist (1211) is used, the hand chain hoist (1211) drives the rotating shaft (11) to rotate, and the rotation of the rotating shaft (11) drives the guide wheel (10) to move, so that the sliding frame (7) slides on the upper surface of the main beam (1); When the motor (1221) is used, the motors (1221) on both sides are started to rotate synchronously, the motors (1221) drive the screw rod (1222) to rotate, and the screw rod (1222) pushes the sliding frame (7) to slide automatically.

10. A wave pile construction method according to claim 8, characterized in that: When the water conditions are complicated, in the steps S5, S6 and S7: the reinforcing legs (15) are inserted into the connecting block 1 (13) and the connecting block 2 (14), and the reinforcing legs (15) are hammered into the bottom of the water manually or by a pile driver (18). When the main beam (1) is transferred, the reinforcing legs (15) are first pulled out.

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