Reinforcing and protecting device for bridge pile foundation
Through the collar and the rotary rod system, the ground nails are connected to the foundation, and combined with the linkage component and the water-drive component, the problem of time-consuming and labor-intensive installation and poor stability of bridge pile foundation reinforcement devices in the prior art is solved, achieving efficient and stable Pile foundation reinforcement effect.
Patent Information
- Application Number
- CN202411315358.3
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2024-09-20
- Publication Date
- 2024-12-20
AI Technical Summary
The existing bridge pile foundation reinforcement protection device requires multiple bolts to be drilled during the installation process, which is time-consuming and labor-intensive, and the pile foundation is prone to inclination and deformation, affecting stability.
The collar parts and rotary rod systems are used to drive the ground nails to the foundation through the collar parts, combining the linkage assembly and the water-drive assembly to simplify the installation process and reduce the risk of pile foundation tilt.
The efficiency and stability of pile foundation reinforcement are improved, the labor intensity of staff is reduced, and the support screw is automatically adjusted through the water-drive assembly to achieve a stable connection to the side wall of the pile foundation.
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Figure CN119163073A_ABST
Abstract
Description
Technical Field
[0001] The present application relates to the field of protective devices, and in particular to a reinforcement protective device for a bridge pile foundation. Background Art
[0002] The bridge pile foundation is the part that connects the bridge structure directly to the foundation and is an important part of the bridge. When the bridge is subjected to various loads, the pile foundation itself will produce stress and deformation. In order to ensure the normal use and safety of the bridge, the pile foundation must have sufficient strength and stability, and the deformation must be kept within the allowable range.
[0003] At present, in order to reduce the deformation of the pile foundation, the pile foundation is generally further reinforced by adding external protective devices, thereby increasing the bearing capacity of the pile foundation.
[0004] The protective devices currently used are mostly through two connecting plates and a connecting rod located between the two connecting plates to connect the two connecting plates. One of the connecting plates is connected to the pile foundation by bolts, and the other connecting plate is connected to the foundation, thereby realizing the reinforcement process of the pile foundation. However, this method requires driving multiple bolts into the pile foundation and the foundation, which is time-consuming and labor-intensive. Summary of the invention
[0005] In order to facilitate the process of fixing the pile foundation, the present application provides a reinforcement and protection device for a bridge pile foundation.
[0006] The reinforcement and protection device for a bridge pile foundation provided in this application adopts the following technical solution: A reinforcement and protection device for a bridge pile foundation comprises a collar member sleeved on the outside of the pile foundation, wherein the collar member is rotatably connected to rotating rods on opposite sides, a plurality of ground nails are arranged on the lower side of each rotating rod, and a linkage assembly is connected between each rotating rod and a plurality of adjacent ground nails, wherein the linkage assembly is used to drive the ground nails to move up and down during the rotation of the rotating rod.
[0007] By adopting the above technical solution, the collar is sleeved on the outside of the pile foundation, and the collar drives the ground nails to be inserted into the foundation, thereby facilitating the workers to reinforce the pile foundation.
[0008] Optionally, the linkage assembly includes a linkage box, the lower end of each rotating rod is inserted into the adjacent linkage box and is rotatably and slidably connected with a lifting plate, each rotating rod is rotatably connected to the outer top wall of the connected linkage box, the side wall of each lifting plate is slidably abutted against the adjacent inner wall of the linkage box, each lifting plate is penetrated by and threadedly connected with a linkage screw, each linkage screw is fixedly sleeved with a linkage drive gear, the upper side of each ground nail is slidably inserted into the adjacent linkage box and is threadedly sleeved with a linkage slave gear, each linkage slave gear is meshed with the adjacent linkage drive gear, and each ground nail is fixedly connected with a limit block for limiting the rotation of the ground nail.
[0009] By adopting the above technical solution, the connected rotating rod is driven to rotate during the movement of the collar part, the rotating rod drives the connected lifting plate to move during the rotation, the lifting plate drives the connected linkage screw to rotate during the movement, the linkage screw drives the connected linkage drive gear to rotate during the rotation, the linkage drive gear drives the connected linkage slave gear to rotate during the rotation, and the linkage slave gear drives the ground nail to move during the rotation, thereby realizing the process of driving the ground nail to move by the movement of the collar part.
[0010] Optionally, the collar member includes a first collar and a second collar that are arranged opposite to each other, and the first collar and the second collar are both connected with a fixing rod for connecting the pile foundation and the connected first collar and the second collar.
[0011] By adopting the above technical solution, by setting the first ring and the second ring to splice into a ring piece, the trouble of workers installing the ring piece to the outside of the pile foundation is reduced, and by setting a fixing rod, the phenomenon of the first ring and the second ring falling off the pile foundation when the pile foundation tilts is reduced.
[0012] Optionally, a plug-in block is fixedly connected to the end of the first ring near the second ring, and a plug-in groove for the second ring to be plugged into is opened at the end of the second ring, each fixing rod is slidably plugged into the connected first ring or second ring, and the first sleeve and the second ring are both connected to the interior of a driving assembly, and each group of the driving assemblies can drive one end of a plurality of adjacent fixing rods to abut against the side wall of the pile foundation when the plug-in block is plugged into the plug-in groove.
[0013] By adopting the above technical solution, by setting up a plug-in block and a plug-in slot, the process of connecting the first ring and the second ring is facilitated, and by setting up a driving component and driving the driving component by plugging the plug-in block into the plug-in slot, it is convenient for the staff to limit the position of the first ring and the second ring through the fixing rod.
[0014] Optionally, the driving assembly includes a driving rod inserted into the first sleeve or the second sleeve connected thereto, each driving rod is fixedly connected to a trapezoidal stop block at a position close to an adjacent fixed rod, and each trapezoidal stop block has an inclined side wall away from the connected driving rod and a side wall parallel to the side wall of the connected driving rod that can abut against the adjacent fixed rod and drive the fixed rod to move to a side away from the connected driving rod; One end of the driving rod connected to the inside of the first collar is slidably inserted into the adjacent plug-in block and the end is set to a cone shape. Each of the plug-in blocks is slidably inserted with multiple driving blocks, and each of the driving blocks has one end located inside the plug-in block abutting against the inclined side wall of the adjacent driving rod end and one end located outside the plug-in block can abut against the groove wall of the plug-in groove. The end of the driving rod connected to the inside of the second collar is slidably inserted into the inside of the plug-in groove and slidably abuts against the groove wall of the plug-in groove.
[0015] By adopting the above technical solution, during the process of the plug-in block being plugged into the plug-in slot, the multiple driving blocks drive the abutting driving rods to move, the driving rods drive the trapezoidal abutting blocks to move, and the plug-in block drives the abutting driving rods and trapezoidal abutting blocks to move during the process of being plugged into the plug-in slot, and the trapezoidal abutting blocks drive the abutting fixed rods to move out of the connected first ring or second ring and abut against the adjacent pile foundation side wall during the movement, thereby realizing the process of reinforcing the first ring, the second ring and the pile foundation side wall.
[0016] Optionally, two opposite side walls of the pile foundation are connected with supporting screws, and each of the supporting screws can connect the connected pile foundation side wall with an adjacent foundation.
[0017] By adopting the above technical solution, by providing a supporting screw and connecting the side wall of the pile foundation and the adjacent foundation through the supporting screw, the phenomenon of inclination and deformation of the pile foundation is reduced.
[0018] Optionally, each of the supporting screws is connected to a water drive assembly, and the water drive assembly can drive the connected supporting screw to move according to the surrounding water volume so as to connect with the adjacent foundation.
[0019] By adopting the above technical solution, a water drive assembly is provided to drive the support screw to move, thereby reducing the trouble of providing a driving device such as a hydraulic cylinder to drive the support screw to move.
[0020] The cam is connected to the water pump by a threaded sleeve, and the cam is connected to the water pump by a threaded sleeve.
[0021] By adopting the above technical solution, when the water level rises and enters the water drive box, the water drives the lifting plate to move upward, and the lifting plate drives the water drive screw to rotate during the upward movement. The water drive screw gathers the connecting rope during the rotation, and the connecting rope drives the winding sleeve to rotate. The winding sleeve drives the supporting screw to penetrate the supporting sleeve and move downward during the rotation, and drives the lower end of the supporting sleeve to rotate out of the water drive box during the upward movement of the lifting plate, so that the lower end of the supporting screw can be inserted into the adjacent foundation, thereby realizing the connection between the adjacent pile foundation side wall and the foundation.
[0022] Optionally, the plug-in block is connected with a locking piece for connecting to a slot wall of the plug-in slot.
[0023] By adopting the above technical solution and providing a locking member, the phenomenon of separation of the first sleeve and the second sleeve during actual use is reduced.
[0024] Optionally, the locking member includes a locking rod slidably inserted into the interior of the plug-in block, and each locking rod inserted into the plug-in block is fixedly connected to one end thereof with a pressure spring for driving the locking rod to move out of the plug-in block, and a locking hole for inserting the locking rod is provided on the groove wall of the plug-in groove.
[0025] By adopting the above technical solution, when the plug-in block is plugged into the plug-in slot, the multiple locking rods connected to the plug-in block are plugged into the locking hole, thereby realizing the connection between the first ring and the second ring.
[0026] In summary, the present application includes at least one of the following beneficial technical effects: 1. By providing a collar and a plurality of fixing nails, and by the movement of the collar, the fixing nails are driven to be inserted into the foundation, thereby facilitating the process of reinforcing the pile foundation by the staff; 2. By setting a fixing rod and driving the fixing rod to move through a driving assembly, the trouble of workers fixing the relative positions of the first ring and the second ring and the pile foundation is reduced; 3. The water drive assembly is provided to drive the supporting screw to connect the side wall of the pile foundation with the adjacent abutment, thereby reducing the trouble of the staff to drive the supporting screw to move. BRIEF DESCRIPTION OF THE DRAWINGS
[0027] Figure 1 It is a schematic diagram of the overall structure of an embodiment of the present application.
[0028] Figure 2 It is a cross-sectional view showing the connection relationship between the linkage box, the water drive box and the pile foundation according to an embodiment of the present application.
[0029] Figure 3 It is a cross-sectional view showing the connection relationship between the first ring and the second ring.
[0030] Explanation of the accompanying drawings: 1. Ring member; 11. First ring; 111. Plug-in block; 12. Second ring; 121. Plug-in groove; 122. Locking hole; 2. Turn rod; 3. Ground nail; 31. Limit block; 4. Linkage assembly; 41. Linkage box; 42. Lifting plate; 43. Linkage screw; 44. Linkage drive gear; 45. Linkage slave gear; 5. Locking member; 51. Locking rod; 52. Pressure spring; 6. Fixed rod; 7. Drive assembly; 71. Drive rod; 72. Trapezoidal block; 73. Drive block; 8. Support screw; 81. Sliding block; 82. Support sleeve; 9. Water drive assembly; 91. Water drive box; 911. Leakage hole; 92. Sinking and floating plate; 93. Water drive screw; 94. Connecting rope; 95. Winding sleeve. DETAILED DESCRIPTION
[0031] The following is combined with Figure 1 -Attached Figure 3 This application is described in further detail.
[0032] The present application embodiment discloses a reinforcement and protection device for a bridge pile foundation, referring to Figure 1 and Figure 2 , comprising a collar 1, the collar 1 is used to be sleeved on the outside of the pile foundation. The collar 1 is rotatably connected to two opposite side walls away from the pile foundation with rotating rods 2, and each rotating rod 2 is provided with a plurality of ground nails 3 on the lower side of the end away from the side wall of the connected collar 1, and each rotating rod 2 is connected to the adjacent ground nails 3 with a linkage assembly 4, and the linkage assembly 4 can drive the ground nails 3 to move downward during the rotation of the rotating rod 2.
[0033] During actual use, the collar 1 is first sleeved on the outside of the pile foundation, and then the collar 1 is moved downward. During the downward movement, the collar 1 drives the two connected rotating rods 2 to rotate. During the rotation, the two rotating rods 2 drive the ground nails 3 to move downward through the linkage assembly 4, thereby realizing the process of reinforcing the pile foundation through the connection between the ground nails 3 and the rotating rods 2.
[0034] The collar 1 is moved along the pile foundation to drive the ground nails 3 to be inserted into the foundation, thereby facilitating the workers to reinforce and protect the pile foundation through the collar 1 and the connected ground nails 3 .
[0035] The linkage assembly 4 includes a linkage box 41 located at the lower side of the pile foundation, each rotating rod 2 is inserted into the linkage box 41 and is rotatably and slidably connected with a lifting plate 42, and each rotating rod 2 is rotatably connected to the top side wall of the linkage box 41 through a rotating shaft and a connecting rod near the middle. The side wall of each lifting plate 42 is slidably abutted against the inner wall of the linkage box 41 in the vertical direction. Each lifting plate 42 is penetrated and threadedly connected with a linkage screw 43, and each linkage screw 43 is vertically arranged and the end is rotatably connected to the inner wall of the adjacent linkage box 41.
[0036] The bottom of the linkage screw 43 is fixedly sleeved with a linkage drive gear 44. The upper end of each ground nail 3 is slidably inserted into the bottom wall of the adjacent linkage box 41 from top to bottom and is threadedly sleeved with a linkage slave gear 45. Each linkage slave gear 45 is connected to the linkage drive gear 44 inside the same linkage box 41. The upper side of each ground nail 3 is fixedly connected to a limit block 31, and the side wall of each limit block 31 is slidably abutted against the inner wall of the adjacent linkage box 41 in the vertical direction.
[0037] In the process of the ring member 1 moving downward, the connected rotating rod 2 is driven to rotate, and each rotating rod 2 drives the connected lifting plate 42 to move upward in the process of rotation. In the process of the lifting plate 42 moving upward, the connected linkage screw 43 is driven to rotate, and the linkage screw 43 drives the connected linkage driving gear 44 to rotate in the process of rotation. The linkage driving gear 44 drives the connected linkage slave gear 45 to rotate in the process of rotation. Each linkage slave gear 45 drives the connected ground nail 3 to move downward in the process of rotation, thereby realizing the process of driving the ground nail 3 to be inserted into the foundation in the process of the movement of the ring member 1.
[0038] Reference Figure 3The collar member 1 includes a first collar 11 and a second collar 12 which are arranged opposite to each other. The first collar 11 and the second collar 12 are both arranged in a C-shape and are arranged opposite to each other. A plug-in block 111 is fixedly connected to the end of each first collar 11, and a plug-in slot 121 for the plug-in block 111 to be plugged into is provided at the end of each second collar 12. The first collar 11 is connected to a locking member 5, which is used to connect the first collar 11 and the second collar 12. The opposite sides of the first collar 11 and the second collar 12 are both rotatably connected to one of the rotating rods 2.
[0039] When it is necessary to sleeve the first ring 11 and the second ring 12 onto the outside of the pile foundation, the ends of the first ring 11 and the second ring 12 are connected and the pile foundation is located between the first ring 11 and the second ring 12, and then the first ring 11 and the second ring 12 are connected by the locking member 5, thereby realizing the process of sleeved the first ring 11 and the second ring 12 onto the outside of the pile foundation.
[0040] The locking member 5 includes two locking rods 51 slidably plugged into each plug-in block 111. The two locking rods 51 are arranged opposite to each other and a pressure spring 52 is fixedly connected between the ends of the two locking rods 51 located inside the plug-in block 111. Two locking holes 122 are arranged opposite to each other and are provided inside each locking groove for plugging the two locking rods 51 connected to the same plug-in block 111.
[0041] When the plug-in rod is inserted into the plug-in slot 121 , the locking rod 51 connected to the plug-in rod is inserted into the adjacent locking hole 122 driven by the pressure spring 52 , thereby limiting the position between the first ring 11 and the second ring 12 .
[0042] The upper and lower parts of each C-shaped short side wall of the first collar 11 and the second collar 12 are connected with a plurality of fixing rods 6, and the fixing rods 6 connected to the same side wall are arranged at intervals. Each fixing rod 6 can abut against the connected first collar 11 or second collar 12 and the adjacent pile foundation side wall at the same time. The first collar 11 and the second collar 12 are internally connected with a driving assembly 7, and the driving assembly 7 is used to drive the fixing rod 6 connected to the first collar 11 or the second collar 12 to abut against the adjacent pile foundation side wall.
[0043] By providing a fixing rod 6 and driving the fixing rod 6 to move through the driving assembly 7, the fixing rod 6 can further limit the position between the first ring 11 and the second ring 12 and the pile foundation, making the connection relationship between the first ring 11 and the second ring 12 and the pile foundation more stable.
[0044] The driving assembly 7 includes a driving rod 71 inserted into the side wall of the first collar 11 or the second collar 12 connected to the fixing rod 6. Each driving rod 71 is fixedly connected to a trapezoidal stopper 72 on one side close to the adjacent fixing rod 6. The inclined side wall of each trapezoidal stopper 72 and the side wall arranged parallel to the connected driving rod 71 can abut against the adjacent fixing rod 6 and drive the fixing rod 6 to move to the side away from the driving rod 71. Each fixing rod 6 is arranged to be inclined from the side close to the adjacent driving rod 71 to the side away from the adjacent driving rod 71 and gradually to the side close to the adjacent pile foundation side wall.
[0045] One end of each driving rod 71 connected to the first ring 11 is slidably inserted into the inside of the plug-in block 111 and the end is set to be conical. The conical side wall of each driving rod 71 is abutted against multiple driving blocks 73. In the present embodiment, two driving blocks 73 are arranged opposite to each other up and down and the opposite sides of the two driving blocks 73 are connected to the driving connecting rod. The end of each driving block 73 away from the abutted driving rod 71 passes through the side wall of the adjacent plug-in block 111 in the vertical direction and slides and abuts against the side wall of the plug-in block 111 in the vertical direction.
[0046] One end of each driving rod 71 connected to the inside of the second ring 12 is slidably inserted into the inside of the insertion groove 121 .
[0047] In the process of connecting the first ring 11 and the second ring 12, the plug-in rod is inserted into the opposite plug-in groove 121. In the process of inserting the plug-in rod into the plug-in groove 121, the two driving blocks 73 abut against the groove wall of the plug-in groove 121. Then, the driving block 73 is pushed into the plug-in block 111 under the squeezing of the plug-in groove 121, so that the driving block 73 drives the driving rod 71 to move into the connected first sleeve. In the process of movement, the driving rod 71 drives the connected trapezoidal abutment block 72 to abut against the fixing rod 6, thereby driving the fixing rod 6 to move out of the first ring 11 and abut against the adjacent pile foundation side wall.
[0048] When the plug-in block 111 is plugged into the plug-in slot 121, the plug-in block 111 drives the driving rod 71 inside the plug-in slot 121 to move toward the connected second ring 12, and the second ring 12 drives the connected trapezoidal abutment block 72 to move. During the movement of the trapezoidal abutment block 72, it drives the adjacent fixing rod 6 to move out of the second ring 12 and abut against the adjacent pile foundation side wall, thereby realizing the process of further strengthening the connection between the first ring 11 and the second ring 12 and the pile foundation through the fixing rod 6.
[0049] Reference Figure 2A supporting screw 8 is provided on the lower side of each rotating rod 2, and each supporting screw 8 is connected to a water drive component 9. The water drive component 9 is used to drive the lower end of the supporting screw 8 to be inserted into the abutment and the upper end to abut against the side wall of the pile foundation, thereby further fixing the pile foundation.
[0050] The upper end of each supporting screw 8 is rotatably connected with a slider 81, and the rotation range of each supporting screw 8 and the connected slider 81 is limited in the same vertical plane. One end of each slider 81 away from the connected supporting screw 8 is slidably connected to the pile foundation side wall along the vertical direction.
[0051] The outside of each supporting screw 8 is threadedly sleeved with a supporting sleeve 82. The water drive assembly 9 includes a water drive box 91 located at the lower side of each supporting sleeve 82. The outer wall of each supporting sleeve 82 is rotatably connected to the outer top wall of the adjacent water drive box 91.
[0052] One side wall of each water drive box 91 is in contact with the adjacent pile foundation side wall, and each water drive box 91 is provided with a plurality of leaking holes 911 penetrating the side wall of the water drive box 91 on the side away from the pile foundation side wall, and the side wall of the water drive box 91 provided with the leaking holes 911 and the top side wall of the water drive box 91 are also provided with an opening for the support sleeve 82 to rotate out of the water drive box 91. Each water drive box 91 is provided with a sinking and floating plate 92 inside, each sinking and floating plate 92 is made of foam or other materials, and each sinking and floating plate 92 is provided with a plurality of through holes in the vertical direction. Each sinking and floating plate 92 can be in contact with the outer wall of the support sleeve 82 during the upward movement and drive the lower end of the support sleeve 82 to move out of the water drive box 91 from the opening provided by the water drive box 91.
[0053] Each water drive box 91 is provided with a vertically arranged water drive screw 93, each water drive screw 93 penetrates the sinking and floating plate 92 and is threadedly connected to the sinking and floating plate 92, and the upper and lower ends of each water drive screw 93 are rotatably connected to the inner wall of the adjacent water drive box 91. The upper end of each water drive screw 93 is wound with a connecting rope 94, and the upper end of each connecting rope 94 penetrates the top wall of the connected water drive box 91 and is wound with a winding sleeve 95, and each winding sleeve 95 is threadedly sleeved to the outside of the adjacent water drive screw 93 and is rotatably connected to the adjacent support sleeve 82.
[0054] When the external water level is too high, the external water enters the water drive box 91 through the leaking hole 911, and then drives the sinking and floating plate 92 to move upward. In the process of moving upward, the sinking and floating plate 92 drives the bottom of the supporting sleeve 82 to rotate out of the water drive box 91, and the sinking and floating plate 92 drives the water drive screw 93 to rotate in the process of moving upward. The water drive screw 93 drives the connecting rope 94 to tighten in the process of rotation. The connecting rope 94 drives the winding sleeve 95 to rotate in the process of tightening. The winding sleeve 95 drives the lower end of the supporting screw 8 to pass through the supporting sleeve 82 and connect with the adjacent foundation in the process of rotation, thereby realizing the connection between the adjacent foundation and the pile foundation side wall by the external water flow, thereby realizing the reinforcement operation of the pile foundation side wall.
[0055] The implementation principle of a reinforcement and protection device for a bridge pile foundation in an embodiment of the present application is as follows: in actual use, the first ring 11 and the second ring 12 are connected so that a plurality of fixing rods 6 limit the positions of the first ring 11 and the second ring 12, and then move in the vertical direction to drive a plurality of ground nails 3 to be inserted into the foundation to achieve preliminary fixation of the pile foundation.
[0056] When the water level rises, the water flow drives the sinking and floating plate 92 to move upward, and the sinking and floating plate 92 drives the connected supporting screw 8 to be inserted into the foundation and abut against the side wall of the pile foundation, thereby realizing a further reinforcement process of the pile foundation.
[0057] The above are all preferred embodiments of the present application, and the protection scope of the present application is not limited thereto. Therefore, any equivalent changes made according to the structure, shape, and principle of the present application should be included in the protection scope of the present application.
Claims
1. A reinforcement and protection device for a bridge pile foundation, characterized in that: The invention comprises a collar member (1) sleeved on the outside of a pile foundation, wherein two opposite sides of the collar member (1) are rotatably connected to rotating rods (2), a plurality of ground nails (3) are arranged on the lower side of each rotating rod (2), and a linkage assembly (4) is connected between each rotating rod (2) and a plurality of adjacent ground nails (3), wherein the linkage assembly (4) is used to drive the ground nails (3) to move up and down during the rotation of the rotating rod (2).
2. The reinforcement and protection device for bridge pile foundation according to claim 1 is characterized in that: The linkage assembly (4) comprises a linkage box (41), the lower end of each rotating rod (2) is inserted into the adjacent linkage box (41) and is rotatably and slidably connected to a lifting plate (42), each rotating rod (2) is rotatably connected to the outer top wall of the connected linkage box (41), the side wall of each lifting plate (42) is slidably abutted against the inner wall of the adjacent linkage box (41), each lifting plate (42) is penetrated by and threadedly connected with a linkage lead screw (43), each linkage lead screw (43) is fixedly sleeved with a linkage drive gear (44), the upper side of each ground nail (3) is slidably inserted into the adjacent linkage box (41) and is threadedly sleeved with a linkage slave gear (45), each linkage slave gear (45) is meshed with an adjacent linkage drive gear (44), and each ground nail (3) is fixedly connected with a limit block (31) for limiting the rotation of the ground nail (3).
3. The reinforcement and protection device for bridge pile foundation according to claim 1 is characterized in that: The collar member (1) comprises a first collar (11) and a second collar (12) which are arranged opposite to each other, and the first collar (11) and the second collar (12) are both connected with a fixing rod (6) for connecting a pile foundation and the connected first collar (11) and the second collar (12).
4. The reinforcement and protection device for bridge pile foundation according to claim 3 is characterized in that: The first sleeve (11) is fixedly connected to an end portion of the second sleeve (12) close to a plug-in block (111); the end portion of the second sleeve (12) is provided with a plug-in slot (121) for plugging the second sleeve (12); each fixing rod (6) is slidably plugged into the interior of the connected first sleeve (11) or second sleeve (12); the interior of the first sleeve and the second sleeve (12) are both connected to a driving assembly (7); each group of the driving assemblies (7) can drive one end of a plurality of adjacent fixing rods (6) to abut against the side wall of the pile foundation when the plug-in block (111) is plugged into the plug-in slot (121).
5. The reinforcement and protection device for bridge pile foundation according to claim 4 is characterized in that: The driving assembly (7) comprises a driving rod (71) inserted into the first sleeve or the second sleeve connected thereto, each driving rod (71) being fixedly connected to a trapezoidal stopper (72) at a position close to an adjacent fixed rod (6), and each trapezoidal stopper (72) having an inclined side wall away from the connected driving rod (71) and a side wall parallel to the side wall of the connected driving rod (71) being able to abut against the adjacent fixed rod (6) and drive the fixed rod (6) to move to a side away from the connected driving rod (71); One end of the driving rod (71) connected to the inside of the first collar (11) is slidably inserted into the adjacent plug-in block (111) and the end is set to be conical. Each plug-in block (111) is slidably inserted with a plurality of driving blocks (73). One end of each driving block (73) located inside the plug-in block (111) abuts against the inclined side wall of the end of the adjacent driving rod (71) and one end located outside the plug-in block (111) can abut against the groove wall of the plug-in groove (121). The end of the driving rod (71) connected to the inside of the second collar (12) is slidably inserted into the inside of the plug-in groove (121) and slidably abuts against the groove wall of the plug-in groove (121).
6. The reinforcement and protection device for bridge pile foundation according to claim 1, characterized in that: Two opposite side walls of the pile foundation are connected with supporting screws (8), and each supporting screw (8) can connect the connected pile foundation side wall with the adjacent foundation.
7. The reinforcement and protection device for bridge pile foundation according to claim 6 is characterized in that: Each of the supporting screws (8) is connected to a water drive assembly (9), and the water drive assembly (9) can drive the connected supporting screw (8) to move according to the amount of surrounding water, thereby connecting with an adjacent foundation.
8. The reinforcement and protection device for bridge pile foundation according to claim 7, characterized in that: The upper end of each supporting screw (8) is slidably and rotatably connected to the outer wall of the adjacent pile foundation, and the outer part of each supporting screw (8) is threadedly sleeved with a supporting sleeve (82). Each water drive assembly (9) includes a water drive box (91) located at the lower side of the adjacent supporting sleeve (82). The side wall of each supporting sleeve (82) is rotatably connected to the side wall of the water drive box (91). The lower end of the supporting sleeve (82) is inserted into the inside of the water drive box (91) and the lower end of the supporting sleeve (82) can penetrate the side wall of the water drive box (91). The inside of the water drive box (91) is provided with a A floating plate (92) with holes is provided, the side wall of the floating plate (92) can abut against the side wall of the supporting sleeve (82) and drive the lower end of the supporting sleeve (82) to move out of the water drive box (91); the floating plate (92) is penetrated and threadedly sleeved with a water drive screw (93); the upper end of the water drive screw (93) is fixedly connected with a connecting rope (94); one end of the connecting rope (94) away from the water drive screw (93) is fixedly wound with a winding sleeve (95); the winding sleeve (95) is sleeved on the outside of the supporting screw (8) and threadedly connected to the supporting screw (8).
9. The reinforcement and protection device for bridge pile foundation according to claim 4, characterized in that: The plug-in block (111) is connected to a locking piece (5) for connecting to a slot wall of the plug-in slot (121).
10. A bridge pile foundation reinforcement and protection device according to claim 9, characterized in that: The locking member (5) comprises a locking rod (51) which is slidably plugged into the interior of the plug-in block, and one end of each locking rod (51) plugged into the interior of the plug-in block (111) is fixedly connected to a pressure spring (52) for driving the locking rod (51) to move out of the interior of the plug-in block (111), and a locking hole (122) for plugging the locking rod (51) is provided on the wall of the plug-in slot (121).
