Steel sheet pile driving device and driving method thereof

Abstract

The invention discloses a driving device of a steel sheet pile and a driving method thereof, and relates to the technical field of building construction.The driving device comprises a crawler excavator lifting arm and further comprises a connector, the connector is fixedly mounted at the left end of the crawler excavator lifting arm, a mounting plate is fixedly mounted on the left side of the connector, and the mounting plate is fixedly mounted on the right side of the connector; a rotating shaft is fixedly mounted on the left side of the mounting plate, a supporting plate is fixedly mounted at the left end of the rotating shaft, rotating grooves are formed in the front end and the rear end of the supporting plate correspondingly, rotating plates are rotationally connected into the two rotating grooves correspondingly, and first hydraulic cylinders are rotationally connected to the front side and the rear side of the rotating shaft correspondingly; efficient insertion and installation between the steel sheet pile body and the ground or between the adjacent steel sheet pile bodies are achieved through a simple structure, hoisting, position adjusting, limiting and automatic hammering of the steel sheet pile body can be achieved in cooperation with a crawler excavator, the integrated design is efficient and convenient, the construction efficiency is greatly improved, and practicability is high.

Description

Technical Field

[0001] The present invention relates to the technical field of construction, and particularly relates to a driving device for steel sheet piles and a driving method thereof. Background Technique

[0002] Steel sheet piles are a kind of protective structure commonly used in civil engineering, mainly used for supporting or isolating soil bodies to prevent soil erosion and soil loss, or as part of projects such as water conservancy, ports, and infrastructure. Steel sheet piles are usually made of steel, with strong bending strength and corrosion resistance, and are suitable for humid environments such as the ocean and rivers. A steel sheet pile driving device is a device used to drive steel sheet piles into the ground or underwater. These devices drive or press the steel sheet piles into the soil mechanically to form a stable supporting structure.

[0003] In the prior art, the current steel sheet pile driving device generally uses a crawler excavator equipped with clamping jaws to clamp the steel sheet piles and dock them with other steel sheet piles, and then uses a separate knocking device or pressing device to press the steel sheet piles into the ground. However, using two large devices not only occupies the construction site, but also has high construction costs and low efficiency, and cannot meet the construction requirements. Therefore, we propose a driving device for steel sheet piles and a driving method thereof to solve the above problems. Summary of the Invention

[0004] The purpose of this application is to provide a driving device for steel sheet piles and a driving method thereof to solve the problem that the current steel sheet pile driving device generally uses a crawler excavator equipped with clamping jaws to clamp the steel sheet piles and dock them with other steel sheet piles, and then uses a separate knocking device or pressing device to press the steel sheet piles into the ground. However, using two large devices not only occupies the construction site, but also has high construction costs and low efficiency, and cannot meet the construction requirements as described in the above background technique.

[0005] To achieve the above purpose, this application provides the following technical solution: A driving device for steel sheet piles, including a crawler excavator lifting arm, and the driving device further includes: A connecting head, the connecting head is fixedly installed at the left end of the crawler excavator lifting arm, an installation plate is fixedly installed on the left side of the connecting head, a rotating shaft is fixedly installed on the left side of the installation plate, a support plate is fixedly installed at the left end of the rotating shaft, rotating grooves are respectively opened at the front end and the rear end of the support plate, and rotating plates are respectively rotatably connected inside the two rotating grooves. The front side and the rear side of the rotating shaft are respectively rotatably connected with a first hydraulic cylinder, and the output shafts of the two first hydraulic cylinders are respectively rotatably connected to the sides of the two rotating plates away from each other; A main steel sheet pile body, the main steel sheet pile body is arranged between the two rotating plates; A stabilizing assembly, the stabilizing assembly is respectively arranged on the two rotating plates, and the stabilizing assembly is used for clamping and limiting the main steel sheet pile body; Striking component, the striking component is arranged on the mounting plate, and the striking component is matched with the top end of the steel sheet pile body; Driving component, the driving component includes: a motor, a first gear, a second gear and a protective box. The protective box is rotatably sleeved on the rotating shaft, the right side of the protective box is fixedly installed on the left side of the mounting plate, the motor is fixedly installed on the right inner wall of the protective box, the first gear is fixedly installed on the output shaft of the motor, the second gear is fixedly sleeved on the rotating shaft, and the second gear meshes with the first gear.

[0006] With the above structure, the crawler excavator lifting arm is driven by the excavator to move. Then, when the two rotating plates are sleeved on the steel sheet pile body, starting the two first hydraulic cylinders can drive the two rotating plates to rotate and clamp and fix the steel sheet pile body. At this time, the steel sheet pile body is hoisted to the construction position by the crawler excavator lifting arm. At this time, starting the motor can drive the first gear to rotate. At this time, the first gear can drive the second gear and the rotating shaft to rotate. At the same time, the rotating shaft can drive the support plate, the two rotating plates and the steel sheet pile body to rotate. At this time, the steel sheet pile body can be adjusted to be perpendicular to the ground, so as to facilitate the insertion and installation between the steel sheet pile body and the ground or adjacent steel sheet pile bodies.

[0007] Preferably, a box door is hinged on the front side of the protective box.

[0008] Furthermore, by setting the box door, it is convenient for personnel to disassemble, install and overhaul the motor.

[0009] Preferably, the stabilizing component includes two second hydraulic cylinders, two clamping plates and two fixing plates. The two second hydraulic cylinders are respectively fixedly installed on the sides of the two rotating plates away from each other. The sides of the two clamping plates close to each other are respectively fixedly installed on the output shafts of the two second hydraulic cylinders. The sides of the two clamping plates close to each other cooperate with the front side and the rear side of the steel sheet pile body respectively. The bottom end of the fixing plate is fixedly installed on the top of the corresponding rotating plate. Limiting rollers are fixedly installed on the sides of the two fixing plates close to each other. The number of limiting rollers is four, and the limiting rollers are in rolling contact with the corresponding side of the steel sheet pile body.

[0010] Furthermore, by starting the second hydraulic cylinders, the two clamping plates can be driven to approach each other and cooperate with the two rotating plates to clamp the steel sheet pile body. And when the second hydraulic cylinders drive the two clamping plates to move away from each other, at this time, only the four limiting rollers are used to limit the steel sheet pile body. Therefore, the steel sheet pile body can move downward under stable limiting, so as to facilitate driving the steel sheet pile body downward.

[0011] Preferably, anti-slip pads are fixedly installed on the sides of the two clamping plates close to each other, and the sides of the two anti-slip pads close to each other are respectively in contact with the front side and the rear side of the steel sheet pile body.

[0012] Furthermore, by setting the anti-slip pads, the clamping stability of the splints on the steel sheet pile body can be improved.

[0013] Preferably, stabilizing rods are fixedly installed on the mutually remote sides of the two splints. The number of the stabilizing rods is four. One end of each stabilizing rod penetrates through the corresponding rotating plate and is slidably connected to the rotating plate.

[0014] Furthermore, by setting the stabilizing rods, the stability during the clamping or movement of the splints can be improved.

[0015] Preferably, the striking assembly includes a cross plate, a third hydraulic cylinder, a fourth hydraulic cylinder, a slider, a fifth hydraulic cylinder, and a pressing block. The left end of the cross plate is fixedly installed on the right side of the mounting plate. The third hydraulic cylinder is fixedly installed on the top of the cross plate. The output shaft of the third hydraulic cylinder is fixedly installed at the bottom of the fourth hydraulic cylinder. A sliding hole is formed in the mounting plate. The slider is slidably connected in the sliding hole. The output shaft of the fourth hydraulic cylinder penetrates through the slider and is slidably connected to the slider. The fifth hydraulic cylinder is fixedly installed on the output shaft of the fourth hydraulic cylinder. The top of the pressing block is fixedly installed on the output shaft of the fifth hydraulic cylinder. The bottom of the pressing block is matched with the top end of the steel sheet pile body.

[0016] Furthermore, after the steel sheet pile body is docked with the ground or an adjacent steel sheet pile body, at this time, starting the fourth hydraulic cylinder can drive the fifth hydraulic cylinder and the pressing block to move to the left and be located above the steel sheet pile body. At this time, starting the third hydraulic cylinder drives the fourth hydraulic cylinder, the slider, the fifth hydraulic cylinder, and the pressing block to move downward so that the pressing block is at an appropriate distance from the top end of the steel sheet pile body. Then, starting the fifth hydraulic cylinder can drive the pressing block to move downward reciprocally to hammer and drive the steel sheet pile body downward to achieve the installation between the steel sheet pile body and the ground or an adjacent steel sheet pile body.

[0017] Preferably, two sliding shafts are fixedly installed on the inner wall of the sliding hole. The sliders are respectively sleeved on the two sliding shafts.

[0018] Furthermore, by setting the sliding shafts, stable sliding limit and sliding support for the slider can be achieved.

[0019] Preferably, springs are sleeved on the two sliding shafts. The bottom ends of the two springs are fixedly installed on the bottom inner wall of the sliding hole. The top ends of the two springs are fixedly installed on the bottom of the slider.

[0020] Furthermore, by setting the springs, the upward reset of the slider can be assisted.

[0021] The present invention also proposes a driving method for a driving device of a steel sheet pile, including the following steps: S1: First, drive the lifting arm of the crawler excavator through the excavator. Then, when the two rotating plates are sleeved on the steel sheet pile body, start the two first hydraulic cylinders, which can drive the two rotating plates to rotate and clamp and fix the steel sheet pile body. At this time, use the lifting arm of the crawler excavator to lift and transport the steel sheet pile body to the construction position; S2: Then start the motor, which can drive the first gear, the second gear, the rotating shaft, the support plate, the two rotating plates and the steel sheet pile body to rotate. At this time, the steel sheet pile body can be adjusted to be perpendicular to the ground; S3: At this time, start the fourth hydraulic cylinder, which can drive the fifth hydraulic cylinder and the pressing block to move to the left and be located above the steel sheet pile body. Then start the third hydraulic cylinder to drive the fourth hydraulic cylinder, the slider, the fifth hydraulic cylinder and the pressing block to move downwards so that the pressing block is at an appropriate distance from the top of the steel sheet pile body; S4: Finally, start the second hydraulic cylinder to drive the two clamping plates to move away from each other. At this time, only limit the steel sheet pile body through the four limiting rollers. Then start the fifth hydraulic cylinder, which can drive the pressing block to move downwards reciprocally and hammer the steel sheet pile body downwards to achieve the installation between the steel sheet pile body and the ground or adjacent steel sheet pile bodies.

[0022] The beneficial effects of the present invention are: 1. Drive the lifting arm of the crawler excavator through the excavator. Then, when the two rotating plates are sleeved on the steel sheet pile body, start the two first hydraulic cylinders, which can drive the two rotating plates to rotate and clamp and fix the steel sheet pile body. At this time, use the lifting arm of the crawler excavator to lift and transport the steel sheet pile body to the construction position. At this time, start the motor, which can drive the first gear to rotate. At this time, the first gear can drive the second gear and the rotating shaft to rotate. At the same time, the rotating shaft can drive the support plate, the two rotating plates and the steel sheet pile body to rotate. At this time, the steel sheet pile body can be adjusted to be perpendicular to the ground, so as to facilitate the insertion and installation between the steel sheet pile body and the ground or adjacent steel sheet pile bodies; 2. By starting the second hydraulic cylinder, the two clamping plates can be driven to approach each other and cooperate with the two rotating plates to clamp the steel sheet pile body. And when the second hydraulic cylinder drives the two clamping plates to move away from each other, at this time, only limit the steel sheet pile body through the four limiting rollers. Therefore, the steel sheet pile body can move downwards under stable limitation, thus facilitating the driving of the steel sheet pile body downwards; 3. After the main body of the steel sheet pile is butted with the ground or an adjacent main body of the steel sheet pile, starting the fourth hydraulic cylinder at this time can drive the fifth hydraulic cylinder and the pressing block to move to the left and be located above the main body of the steel sheet pile. Then, starting the third hydraulic cylinder drives the fourth hydraulic cylinder, the slider, the fifth hydraulic cylinder and the pressing block to move downward so that the pressing block is at an appropriate distance from the top end of the main body of the steel sheet pile. Then, starting the fifth hydraulic cylinder can drive the pressing block to move downward reciprocally to hammer and drive the main body of the steel sheet pile downward, so as to realize the installation between the main body of the steel sheet pile and the ground or an adjacent main body of the steel sheet pile; The present invention realizes the efficient plug-in installation between the main body of the steel sheet pile and the ground or an adjacent main body of the steel sheet pile through a simple structure, can cooperate with a crawler excavator to realize the lifting, position adjustment, limit and automatic hammering of the main body of the steel sheet pile. The integrated design is efficient and convenient, greatly improves the construction efficiency, and has strong practicability. Brief Description of the Drawings

[0023] Figure 1 is the main sectional view of the structure of the embodiment of the present application; Figure 2 is the top view of the structure of the embodiment of the present application; Figure 3 is the main sectional view of the structure of the mounting plate, the rotating shaft, the motor, the first gear, the second gear, the protective box and the first hydraulic cylinder of the embodiment of the present application; Figure 4 is the three-dimensional view of the structure of the rotating plate, the second hydraulic cylinder, the clamping plate, the anti-slip pad, the stabilizing rod, the fixing plate and the limiting roller of the embodiment of the present application; Figure 5 is the three-dimensional view of the structure of the mounting plate, the cross plate, the third hydraulic cylinder, the fourth hydraulic cylinder, the slider, the sliding hole, the sliding shaft, the spring, the fifth hydraulic cylinder and the pressing block of the embodiment of the present application.

[0024] In the figure: 1. Crawler excavator lifting arm; 2. Connector; 3. Mounting plate; 4. Rotating shaft; 5. Motor; 6. First gear; 7. Second gear; 8. Protective box; 9. Box door; 10. Support plate; 11. Rotating groove; 12. Rotating plate; 13. First hydraulic cylinder; 14. Second hydraulic cylinder; 15. Clamping plate; 16. Anti-slip pad; 17. Stabilizing rod; 18. Main body of steel sheet pile; 19. Fixing plate; 20. Limiting roller; 21. Cross plate; 22. Third hydraulic cylinder; 23. Fourth hydraulic cylinder; 24. Slider; 25. Sliding hole; 26. Sliding shaft; 27. Spring; 28. Fifth hydraulic cylinder; 29. Pressing block. Detailed Embodiments

[0025] The present invention will be further explained below with reference to specific embodiments.

[0026] Refer to Figures 1 - 5 , in this embodiment, a driving device for steel sheet piles is proposed, including a crawler excavator lifting arm 1. The driving device further includes: Connector 2 is fixedly installed at the left end of the lifting arm 1 of the crawler excavator. An installation plate 3 is fixedly installed on the left side of the connector 2. A rotating shaft 4 is fixedly installed on the left side of the installation plate 3. A support plate 10 is fixedly installed at the left end of the rotating shaft 4. Rotating grooves 11 are formed at the front and rear ends of the support plate 10. Rotating plates 12 are rotatably connected to the interiors of the two rotating grooves 11. The front and rear sides of the rotating shaft 4 are rotatably connected to first hydraulic cylinders 13. The output shafts of the two first hydraulic cylinders 13 are respectively rotatably connected to the sides of the two rotating plates 12 away from each other. Steel sheet pile main body 18 is arranged between the two rotating plates 12. Stabilizing components are respectively arranged on the two rotating plates 12 and are used for clamping and limiting the steel sheet pile main body 18. Striking component is arranged on the installation plate 3 and is matched with the top end of the steel sheet pile main body 18. Driving component includes: motor 5, first gear 6, second gear 7 and protective box 8. The protective box 8 is rotatably sleeved on the rotating shaft 4. The right side of the protective box 8 is fixedly installed on the left side of the installation plate 3. The motor 5 is fixedly installed on the right inner wall of the protective box 8. The first gear 6 is fixedly installed on the output shaft of the motor 5. The second gear 7 is fixedly sleeved on the rotating shaft 4. The second gear 7 meshes with the first gear 6.

[0027] With the above structure, the crawler excavator is driven to move the lifting arm 1 of the crawler excavator. Then, when the two rotating plates 12 are sleeved on the steel sheet pile main body 18, starting the two first hydraulic cylinders 13 can drive the two rotating plates 12 to rotate and clamp and fix the steel sheet pile main body 18. At this time, the steel sheet pile main body 18 is hoisted to the construction position by the lifting arm 1 of the crawler excavator. At this time, starting the motor 5 can drive the first gear 6 to rotate. At this time, the first gear 6 can drive the second gear 7 and the rotating shaft 4 to rotate. At the same time, the rotating shaft 4 can drive the support plate 10, the two rotating plates 12 and the steel sheet pile main body 18 to rotate. At this time, the steel sheet pile main body 18 can be adjusted to be perpendicular to the ground, so as to facilitate the insertion and installation between the steel sheet pile main body 18 and the ground or adjacent steel sheet pile main bodies 18.

[0028] In this embodiment, a box door 9 is hinged to the front side of the protective box 8. By providing the box door 9, it is convenient for personnel to disassemble, install and overhaul the motor 5.

[0029] In this embodiment, the stabilizing assembly includes two second hydraulic cylinders 14, two clamping plates 15 and two fixing plates 19. The two second hydraulic cylinders 14 are respectively fixedly installed on the sides of the two rotating plates 12 away from each other. The sides of the two clamping plates 15 away from each other are respectively fixedly installed on the output shafts of the two second hydraulic cylinders 14. The sides of the two clamping plates 15 close to each other are respectively matched with the front side and the rear side of the steel sheet pile body 18. The bottom end of the fixing plate 19 is fixedly installed on the top of the corresponding rotating plate 12. Limit rollers 20 are fixedly installed on the sides of the two fixing plates 19 close to each other. The number of the limit rollers 20 is four. The limit rollers 20 are in rolling contact with the corresponding side of the steel sheet pile body 18. By starting the second hydraulic cylinder 14, the two clamping plates 15 can be driven to approach each other and cooperate with the two rotating plates 12 to clamp the steel sheet pile body 18. And when the second hydraulic cylinder 14 drives the two clamping plates 15 to move away from each other, at this time, only the four limit rollers 20 are used to limit the steel sheet pile body 18. Therefore, the steel sheet pile body 18 can move downward under the condition of stable limit, so as to facilitate driving the steel sheet pile body 18 downward.

[0030] In this embodiment, anti-slip pads 16 are fixedly installed on the sides of the two clamping plates 15 close to each other. The sides of the two anti-slip pads 16 close to each other are respectively in contact with the front side and the rear side of the steel sheet pile body 18. By arranging the anti-slip pads 16, the clamping stability of the clamping plates 15 on the steel sheet pile body 18 can be improved.

[0031] In this embodiment, stabilizing rods 17 are fixedly installed on the sides of the two clamping plates 15 away from each other. The number of the stabilizing rods 17 is four. One end of the stabilizing rod 17 penetrates through the corresponding rotating plate 12 and is slidably connected with the rotating plate 12. By arranging the stabilizing rods 17, the stability of the clamping plates 15 during clamping or movement can be improved.

[0032] In this embodiment, the striking assembly includes a cross plate 21, a third hydraulic cylinder 22, a fourth hydraulic cylinder 23, a slider 24, a fifth hydraulic cylinder 28 and a pressing block 29. The left end of the cross plate 21 is fixedly installed on the right side of the mounting plate 3. The third hydraulic cylinder 22 is fixedly installed on the top of the cross plate 21. The output shaft of the third hydraulic cylinder 22 is fixedly installed at the bottom of the fourth hydraulic cylinder 23. A sliding hole 25 is formed in the mounting plate 3. The slider 24 is slidably connected in the sliding hole 25. The output shaft of the fourth hydraulic cylinder 23 penetrates through the slider 24 and is slidably connected with the slider 24. The fifth hydraulic cylinder 28 is fixedly installed on the output shaft of the fourth hydraulic cylinder 23. The top of the pressing block 29 is fixedly installed on the output shaft of the fifth hydraulic cylinder 28. The bottom of the pressing block 29 cooperates with the top end of the steel sheet pile body 18. When the steel sheet pile body 18 is butted with the ground or an adjacent steel sheet pile body 18, starting the fourth hydraulic cylinder 23 at this time can drive the fifth hydraulic cylinder 28 and the pressing block 29 to move to the left and be located above the steel sheet pile body 18. At this time, starting the third hydraulic cylinder 22 drives the fourth hydraulic cylinder 23, the slider 24, the fifth hydraulic cylinder 28 and the pressing block 29 to move downward so that the pressing block 29 is at an appropriate distance from the top end of the steel sheet pile body 18. Then starting the fifth hydraulic cylinder 28 can drive the pressing block 29 to move downward reciprocally to hammer and drive the steel sheet pile body 18 downward, so as to realize the installation between the steel sheet pile body 18 and the ground or an adjacent steel sheet pile body 18.

[0033] In this embodiment, two sliding shafts 26 are fixedly installed on the inner wall of the sliding hole 25. The slider 24 is respectively sleeved on the two sliding shafts 26. By arranging the sliding shafts 26, stable sliding limit and sliding support can be provided for the slider 24.

[0034] In this embodiment, springs 27 are sleeved on the two sliding shafts 26. The bottom ends of the two springs 27 are fixedly installed on the bottom inner wall of the sliding hole 25. The top ends of the two springs 27 are fixedly installed on the bottom of the slider 24. By arranging the springs 27, the slider 24 can be assisted to move upward and reset.

[0035] The present invention also proposes a driving method for a driving device of a steel sheet pile, including the following steps: S1: First, drive the lifting arm 1 of the crawler excavator to move through the excavator. Then, when the two rotating plates 12 are sleeved on the steel sheet pile body 18, starting the two first hydraulic cylinders 13 can drive the two rotating plates 12 to rotate and clamp and fix the steel sheet pile body 18. At this time, then hoist the steel sheet pile body 18 to the construction position through the crawler excavator lifting arm 1; S2: Then start the motor 5, which can drive the first gear 6, the second gear 7, the rotating shaft 4, the support plate 10, the two rotating plates 12 and the steel sheet pile body 18 to rotate. At this time, the steel sheet pile body 18 can be adjusted to be perpendicular to the ground; S3: At this time, starting the fourth hydraulic cylinder 23 can drive the fifth hydraulic cylinder 28 and the pressing block 29 to move to the left and be located above the steel sheet pile body 18. Then, starting the third hydraulic cylinder 22 drives the fourth hydraulic cylinder 23, the slider 24, the fifth hydraulic cylinder 28 and the pressing block 29 to move downward so that the pressing block 29 is at an appropriate distance from the top of the steel sheet pile body 18; S4: Finally, start the second hydraulic cylinder 14 to drive the two clamping plates 15 to move away from each other. At this time, only the four limiting rollers 20 limit the steel sheet pile body 18. Then, starting the fifth hydraulic cylinder 28 can drive the pressing block 29 to move up and down reciprocally to hammer and drive the steel sheet pile body 18 downward, so as to realize the installation between the steel sheet pile body 18 and the ground or adjacent steel sheet pile bodies 18.

[0036] It should be noted that: For the specific models of the crawler excavator boom 1, the motor 5, the first hydraulic cylinder 13, the second hydraulic cylinder 14, the third hydraulic cylinder 22, the fourth hydraulic cylinder 23 and the fifth hydraulic cylinder 28, those skilled in the relevant art can select them by themselves. Moreover, the above-mentioned crawler excavator boom 1, the motor 5, the first hydraulic cylinder 13, the second hydraulic cylinder 14, the third hydraulic cylinder 22, the fourth hydraulic cylinder 23 and the fifth hydraulic cylinder 28 all belong to the prior art, and this solution will not be elaborated here.

[0037] Working principle: When in use, first connect the power supply to the crawler excavator lifting arm 1, motor 5, first hydraulic cylinder 13, second hydraulic cylinder 14, third hydraulic cylinder 22, fourth hydraulic cylinder 23 and fifth hydraulic cylinder 28. Then, drive the crawler excavator lifting arm 1 to move through the excavator. When the two rotating plates 12 are sleeved on the steel sheet pile body 18, start the two first hydraulic cylinders 13, which can drive the two rotating plates 12 to rotate and clamp and fix the steel sheet pile body 18. At this time, lift the steel sheet pile body 18 to the construction position through the crawler excavator lifting arm 1. Then start the motor 5, which can drive the first gear 6 to rotate. At this time, the first gear 6 can drive the second gear 7 and the rotating shaft 4 to rotate. At the same time, the rotating shaft 4 can drive the support plate 10, the two rotating plates 12 and the steel sheet pile body 18 to rotate. At this time, the steel sheet pile body 18 can be adjusted to be perpendicular to the ground, so as to facilitate the insertion and installation between the steel sheet pile body 18 and the ground or adjacent steel sheet pile bodies 18. Then, when the docking between the steel sheet pile body 18 and the ground or adjacent steel sheet pile bodies 18 is completed, start the fourth hydraulic cylinder 23, which can drive the fifth hydraulic cylinder 28 and the pressing block 29 to move to the left and be located above the steel sheet pile body 18. At this time, start the third hydraulic cylinder 22 to drive the fourth hydraulic cylinder 23, the slider 24, the fifth hydraulic cylinder 28 and the pressing block 29 to move downward so that the pressing block 29 is at an appropriate distance from the top of the steel sheet pile body 18. Then start the fifth hydraulic cylinder 28, which can drive the pressing block 29 to move downward reciprocally and hammer the steel sheet pile body 18 downward to realize the installation between the steel sheet pile body 18 and the ground or adjacent steel sheet pile bodies 18. Here, by starting the second hydraulic cylinder 14, the two clamping plates 15 can be driven to approach each other and cooperate with the two rotating plates 12 to clamp the steel sheet pile body 18. And when the second hydraulic cylinder 14 drives the two clamping plates 15 to move away from each other, at this time, only the four limiting rollers 20 limit the steel sheet pile body 18. Therefore, the steel sheet pile body 18 can move downward under stable limiting, so as to facilitate driving the steel sheet pile body 18 downward. And in this way, the efficient insertion and installation between the steel sheet pile body 18 and the ground or adjacent steel sheet pile bodies 18 is realized. It can cooperate with the crawler excavator to realize the lifting, position adjustment, limiting and automatic hammering of the steel sheet pile body 18. The integrated design is efficient and convenient, greatly improving the construction efficiency and having strong practicability.

[0038] Finally, it should be noted that the above are only the preferred embodiments of the present invention and are not used to limit the present invention. Although the present invention has been described in detail with reference to the foregoing embodiments, for those skilled in the art, they can still modify the technical solutions recorded in the foregoing embodiments, or perform equivalent replacements on some of the technical features. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention shall be included in the protection scope of the present invention.

Claims

1. A driving device for steel sheet piles, comprising a lifting arm (1) of a crawler excavator, characterized in that, The driving device further includes: A connector (2), which is fixedly installed at the left end of the lifting arm (1) of the crawler excavator. A mounting plate (3) is fixedly installed on the left side of the connector (2). A rotating shaft (4) is fixedly installed on the left side of the mounting plate (3). A support plate (10) is fixedly installed at the left end of the rotating shaft (4). Rotating grooves (11) are formed at the front and rear ends of the support plate (10). Rotating plates (12) are rotatably connected to the interiors of the two rotating grooves (11). The front and rear sides of the rotating shaft (4) are rotatably connected to first hydraulic cylinders (13). The output shafts of the two first hydraulic cylinders (13) are respectively rotatably connected to the sides of the two rotating plates (12) away from each other. A steel sheet pile main body (18), which is arranged between the two rotating plates (12). A stabilizing assembly, which is respectively arranged on the two rotating plates (12) and is used for clamping and limiting the steel sheet pile main body (18). A striking assembly, which is arranged on the mounting plate (3) and is matched with the top end of the steel sheet pile main body (18). A driving assembly, which includes a motor (5), a first gear (6), a second gear (7) and a protective box (8). The protective box (8) is rotatably sleeved on the rotating shaft (4). The right side of the protective box (8) is fixedly installed on the left side of the mounting plate (3). The motor (5) is fixedly installed on the right inner wall of the protective box (8). The first gear (6) is fixedly installed on the output shaft of the motor (5). The second gear (7) is fixedly sleeved on the rotating shaft (4). The second gear (7) meshes with the first gear (6).

2. The driving device for steel sheet piles according to claim 1, characterized in that, A box door (9) is hinged to the front side of the protective box (8).

3. The driving device for steel sheet piles according to claim 1, characterized in that, The stabilizing assembly includes two second hydraulic cylinders (14), two clamping plates (15) and two fixing plates (19). The two second hydraulic cylinders (14) are respectively fixedly installed on the sides of the two rotating plates (12) away from each other. The sides of the two clamping plates (15) close to each other are respectively fixedly installed on the output shafts of the two second hydraulic cylinders (14). The sides of the two clamping plates (15) close to each other are respectively matched with the front and rear sides of the steel sheet pile main body (18). The bottom end of the fixing plate (19) is fixedly installed on the top of the corresponding rotating plate (12). Limiting rollers (20) are fixedly installed on the sides of the two fixing plates (19) close to each other. The number of the limiting rollers (20) is four. The limiting rollers (20) are in rolling contact with the corresponding sides of the steel sheet pile main body (18).

4. The driving device for steel sheet piles according to claim 3, characterized in that, Anti-slip pads (16) are fixedly installed on the sides of the two clamping plates (15) close to each other. The sides of the two anti-slip pads (16) close to each other are respectively in contact with the front and rear sides of the steel sheet pile main body (18).

5. The driving device for steel sheet piles according to claim 3, characterized in that, Stabilizing rods (17) are fixedly installed on the sides of the two clamping plates (15) away from each other. The number of the stabilizing rods (17) is four. One end of each stabilizing rod (17) penetrates through the corresponding rotating plate (12) and is slidably connected to the rotating plate (12).

6. The driving device for steel sheet piles according to claim 1, characterized in that, The striking component includes a cross plate (21), a third hydraulic cylinder (22), a fourth hydraulic cylinder (23), a slider (24), a fifth hydraulic cylinder (28) and a pressing block (29). The left end of the cross plate (21) is fixedly installed on the right side of the mounting plate (3). The third hydraulic cylinder (22) is fixedly installed on the top of the cross plate (21). The output shaft of the third hydraulic cylinder (22) is fixedly installed at the bottom of the fourth hydraulic cylinder (23). A sliding hole (25) is formed in the mounting plate (3). The slider (24) is slidably connected in the sliding hole (25). The output shaft of the fourth hydraulic cylinder (23) penetrates through the slider (24) and is slidably connected with the slider (24). The fifth hydraulic cylinder (28) is fixedly installed on the output shaft of the fourth hydraulic cylinder (23). The top of the pressing block (29) is fixedly installed on the output shaft of the fifth hydraulic cylinder (28). The bottom of the pressing block (29) cooperates with the top end of the steel sheet pile body (18).

7. The driving device for steel sheet piles according to claim 6, characterized in that, Two sliding shafts (26) are fixedly installed on the inner wall of the sliding hole (25). The slider (24) is respectively sleeved on the two sliding shafts (26).

8. The driving device for steel sheet piles according to claim 7, characterized in that, Springs (27) are sleeved on both of the two sliding shafts (26). The bottom ends of the two springs (27) are fixedly installed on the bottom inner wall of the sliding hole (25). The top ends of the two springs (27) are fixedly installed on the bottom of the slider (24).

9. The driving method of a driving device for steel sheet piles, characterized in that, It includes the following steps: S1: First, drive the crawler excavator boom (1) to move through the excavator. Then, when the two rotating plates (12) are sleeved on the steel sheet pile body (18), start the two first hydraulic cylinders (13) to drive the two rotating plates (12) to rotate and clamp and fix the steel sheet pile body (18). At this time, then hoist the steel sheet pile body (18) to the construction position through the crawler excavator boom (1). S2: Then start the motor (5) to drive the first gear (6), the second gear (7), the rotating shaft (4), the support plate (10), the two rotating plates (12) and the steel sheet pile body (18) to rotate. At this time, the steel sheet pile body (18) can be adjusted to be perpendicular to the ground. S3: At this time, start the fourth hydraulic cylinder (23) to drive the fifth hydraulic cylinder (28) and the pressing block (29) to move to the left and be located above the steel sheet pile body (18). Then start the third hydraulic cylinder 22 to drive the fourth hydraulic cylinder (23), the slider (24), the fifth hydraulic cylinder (28) and the pressing block (29) to move downwards so that the pressing block (29) is at an appropriate distance from the top end of the steel sheet pile body (18). S4: Finally, start the second hydraulic cylinder (14) to drive the two clamping plates (15) to move away from each other. At this time, only limit the steel sheet pile body (18) through the four limiting rollers (20). Then start the fifth hydraulic cylinder (28) to drive the pressing block (29) to move downwards reciprocally and hammer the steel sheet pile body (18) downwards to realize the installation between the steel sheet pile body (18) and the ground or adjacent steel sheet pile bodies (18).

Images