A large-diameter pipe pile driving construction device in karst areas
By designing a construction device for pile sinking in large diameter pipes in karst area, the mechanized head-up structure and support structure work together, the problem of inconvenience in conveying pipes is solved and efficient and safe construction results are achieved.
Patent Information
- Application Number
- CN202510645037.8
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- Filing Date
- 2025-05-20
- Publication Date
- 2025-07-25
- Estimated Expiration
- 2045-05-20
AI Technical Summary
In the prior art, pipe piles are inconvenient to transport during construction in karst areas, especially large-diameter pipe piles are difficult to move when binding steel ropes, resulting in low construction efficiency and safety hazards.
A construction device for sinking piles with large diameter pipes in karst area is designed, including main structure, head-up structure, support structure and auxiliary components. Through the mechanized head-up structure and support structure working together, the rapid and stable transportation of pipes is achieved.
It improves construction efficiency, reduces manual intervention, reduces operational risks, enhances the adaptability and safety of the equipment, and is especially suitable for complex geological conditions.
Smart Images

Figure CN120159044B_ABST
Abstract
Description
Technical Field
[0001] The present invention relates to the technical field of pile driving construction equipment, and specifically relates to a large-diameter pipe pile driving construction device in a karst area. Background Art
[0002] Pipe pile driving refers to the construction process of driving prefabricated reinforced concrete pipe piles or steel pipe piles into the foundation by means of hammering, static pressure, vibration, etc.; pipe piles have the advantages of high bearing capacity, fast construction speed, reliable quality, etc.; in the pile driving construction, it is often necessary to butt multiple pipe piles to increase the depth of sinking underground.
[0003] Before the butt joint of the existing equipment for pipe piles, it is necessary to manually carry them or tie steel ropes to one end of the pipe piles with a larger diameter, and use a hoisting device to pull and move them to the vicinity of the equipment, and then lift them vertically for butt joint; since some pipe piles are in contact with the ground, it is difficult for the steel ropes to pass through the ground surface for tying, and it is extremely inconvenient to move and transport the pipe piles. Summary of the Invention
[0004] The technical problem to be solved by the present invention is: aiming at the defect of inconvenient transportation of pipe piles in the existing pile driving construction technology, a large-diameter pipe pile driving construction device in a karst area is provided, which realizes the convenient movement and transportation of pipe piles by manually operating the equipment.
[0005] To achieve the above object, the present invention provides the following technical solution: a large-diameter pipe pile driving construction device in a karst area, including a main structure, a lifting structure, a supporting structure, and an auxiliary component; the lifting structure is movably arranged on the main structure, and the lifting structure can move up and down, the supporting structure is fixedly arranged on the main structure, and the auxiliary component is detachably arranged on the main structure; wherein the main structure is used for moving and controlling the lifting of the lifting structure, the lifting structure is used for lifting one end of the pipe pile, the supporting structure is used for lifting one end of the pipe pile again after lifting, and the auxiliary component is used for horizontally supporting the pipe pile and can apply force to the pipe pile for multiple groups of coordinated use for transportation.
[0006] Preferably, the main structure includes a main component and a driving component; the main component is used for moving on the ground, and the driving component is used for driving the lifting structure to lift; the driving component is fixedly arranged on the main component.
[0007] Preferably, the main body assembly includes a first vehicle frame, a pair of wheel arms, two pairs of universal wheels, a pair of first shaft arms, a pair of sleeve rods, and a pair of armrests; the first vehicle frame is concave, one end of each of the pair of wheel arms is fixedly arranged on the left side wall of the first vehicle frame and is relatively parallel, the pair of wheel arms are located between the two ends of the first vehicle frame, a pair of insertion holes are symmetrically formed near the other end of each of the pair of wheel arms, the two pairs of universal wheels are respectively fixedly arranged on the lower walls of the two ends of the first vehicle frame and the lower walls of the other ends of the wheel arms, each of the pair of first shaft arms is in a Y-shaped structure and has three ends, one end of each of the pair of first shaft arms is fixedly arranged on the upper wall of the first vehicle frame, both ends of each of the pair of sleeve rods are fixedly arranged between the other two ends of the first shaft arms, and the pair of armrests are respectively symmetrically arranged on the left side walls near the middle of the first shaft arms.
[0008] Preferably, the drive assembly includes a drive box, a worm, a turbine, a first driven wheel, a first wheel frame, a first rocker, and a first drive wheel; the drive box is L-shaped, and a lifting port is formed in the middle of one end of the drive box, one end of the drive box is fixedly arranged on the middle of the upper wall of the first vehicle frame, and the other end of the drive box is located below the sleeve rod, first bearings are respectively embedded in the upper and lower side walls of the other end of the drive box, both ends of the worm respectively pass through the first shaft arm movably and are located between the other two ends of the first shaft arm, the worm passes through the other end of the drive box movably, the turbine is movably embedded in the other end of the drive box, and through protrusions are respectively arranged in the middle of the upper and lower side walls of the turbine, the turbine meshes with the middle of the worm, and the protrusions on the upper and lower side walls of the turbine are respectively inserted into the first bearings, a spiral hole is formed in the middle of the protrusion of the turbine, the first driven wheel is fixedly sleeved on the front end of the worm, the first wheel frame is fixedly arranged on one of the first shaft arms, one end of the first rocker passes through the other end of the first wheel frame movably, the first drive wheel is fixedly sleeved on one end of the first rocker, and the first drive wheel is movably embedded in the other end of the first wheel frame, the first drive wheel meshes with the first driven wheel, and the diameter of the first drive wheel is smaller than that of the first driven wheel.
[0009] Preferably, the head-up structure includes a lead screw, a first mounting plate, a pair of lifting rods, a cross seat, a second rocker, a moving seat, and an insertion arm; the lead screw movably penetrates through the spiral hole in the middle of the turbine and is rotationally connected to the turbine. The two ends of the lead screw respectively penetrate through the other end of the drive box. The first mounting plate is T-shaped, and one end of the first mounting plate is fixedly arranged on the top end of the lead screw. One ends of the pair of lifting rods are respectively fixedly arranged on the other two ends of the first mounting plate, and the lifting rods are vertically downward. The lifting rods are located on the left side of the drive box. The right end of the cross seat is fixedly arranged on the bottom end of the lead screw, and the front and rear ends of the cross seat are fixedly arranged on the other ends of the lifting rods. The cross seat is a cross-shaped cavity structure, and sliding grooves are penetrated and opened on the lower walls of the left and right ends of the cross seat. One end of the second rocker movably penetrates through the middle of the right end of the cross seat and is movably installed inside the left end. A thread is provided on the outer side wall of one end of the second rocker, and the other end of the second rocker movably penetrates through the lifting opening of the drive box. One end of the moving seat movably penetrates through the sliding groove, and one end of the moving seat is rotationally connected to one end of the second rocker. One end of the insertion arm is fixedly arranged on the other end of the moving seat and is located below the cross seat. The insertion arm is Z-shaped, and the other end of the insertion arm is provided with a mountain-shaped lifting fork, and the lifting fork can contact the ground.
[0010] Preferably, the supporting structure includes a first shaft seat, a driving screw, a third rocker, a second driven wheel, a second driving wheel, a pair of lifting arms, a pair of jacking bolts, a pair of support arms, and a pair of guide rollers; the first shaft seat is concave, and the two ends of the first shaft seat are respectively fixedly sleeved on the sleeve rods, and the middle part of the first shaft seat is located on the right side of the drive box. A driving groove is provided in the middle of the first shaft seat. The two ends of the driving screw are respectively movably inserted into the two ends of the first shaft seat and are located above the driving groove. One end of the third rocker movably penetrates through the first shaft seat and is located below the front end of the driving screw. The second driven wheel is fixedly sleeved on the front end of the driving screw. The second driving wheel is fixedly sleeved on one end of the third rocker, and the second driving wheel meshes with the second driven wheel. One ends of the pair of lifting arms respectively movably penetrate through the two ends of the driving groove and are rotationally connected to the driving screw. The other ends of the pair of lifting arms respectively movably penetrate through the lower parts of the two ends of the worm and are located on the left side of the first shaft arm. The pair of lifting arms move relatively or move towards each other. The pair of jacking bolts are respectively movably screwed on the other ends of the lifting arms. One ends of the pair of support arms are respectively movably arranged on the other ends of the lifting arms, and the support arms are located above the jacking bolts. The pair of guide rollers are respectively movably arranged on the other ends of the support arms and are symmetrical to each other.
[0011] Preferably, the auxiliary assembly includes two pairs of support columns, a lifting plate, and a plurality of conveying rollers; one ends of the two pairs of support columns are respectively detachably inserted into the jacks of the wheel arms. The lifting plate is fixedly arranged between the top ends of the two pairs of support columns, and the lifting plate is located above the first shaft arm. The plurality of conveying rollers are respectively equidistantly embedded in the lifting plate.
[0012] Preferably, the guide rollers are located on both sides of the lifting fork, and the guide rollers can be located above the first shaft arm.
[0013] Compared with the prior art, the beneficial effects of the present invention are: through the coordinated design of the main structure, the head structure, the support structure and the auxiliary components, the problems of inconvenient pipe pile transportation, much manual intervention and great safety hazards in the prior art are effectively solved. The beneficial effects are as follows:
[0014] 1. Improve construction efficiency and realize rapid relay transportation:
[0015] 1. Collaborative operation of multiple devices: By deploying three devices at both ends and the middle of the pipe pile, using the head-up structure to lift one end of the pipe pile, the supporting structure to lift it twice, and the auxiliary components to bear horizontally, a relay-type conveying mode is formed. Compared with the traditional single-device hoisting process that requires frequent disassembly of the hoisting equipment and binding of steel ropes, this device can move forward through alternating support of the equipment, greatly reducing the waiting time of the hoisting equipment and significantly improving the efficiency of the assembly line operation;
[0016] 2. Labor-saving drive design: The drive assembly adopts worm, turbine, and gear meshing transmission (such as the diameter difference between the first driving wheel and the first driven wheel to achieve labor-saving transmission). The lifting and lowering of the head structure and the lifting of the supporting structure can be achieved through the manual rocker. It is easy to operate and does not rely on large machinery. It can adapt to the complex environment of the construction site and shorten the single operation time.
[0017] 2. Reduce manual intervention and reduce operational risks:
[0018] 1. Mechanization replaces manual operation: In traditional construction, it is necessary to manually tie steel ropes and adjust the position of pipe piles, which may cause safety hazards such as steel rope breakage and pipe pile collision. This device directly contacts the pipe piles through structures such as lifting forks, guide rollers, and conveyor rollers to achieve mechanized lifting and movement, avoid close-range manual operation, and reduce the risks of falling from heights and being hit by objects.
[0019] 2. Stable support and guidance: The lifting fork of the head-lifting structure and the guide roller of the supporting structure can firmly support the pipe pile and reduce shaking; the conveying roller of the auxiliary component adopts rolling friction instead of sliding friction to reduce the movement resistance of the pipe pile and avoid damage or position displacement of the pipe pile caused by ground friction.
[0020] 3. Enhance operational safety and equipment adaptability:
[0021] 1. Structural stability design: The main component adopts a multi-point support structure of the first frame, wheel arm, and universal wheel, combined with the rigid connection between the Y-shaped first axis arm and the sleeve rod to ensure the stability of the equipment when carrying pipe piles and avoid tilting or overturning due to uneven ground (such as the risk of collapse in karst areas).
[0022] 2. Removable and adjustable function: The auxiliary components can be quickly installed / disassembled by inserting the pillars into the wheel arm sockets to meet the needs of different construction scenarios; the top height bolts of the support structure can adjust the tilt angle of the support arm, and the guide roller height can flexibly adapt to different diameters of pipe piles as the lifting arm moves, thereby improving the versatility of the device.
[0023] 3. Improve construction flexibility: For complex landforms such as karst areas, the cooperation between the universal wheel and the conveyor roller of the auxiliary component can realize the stable movement of pipe piles on uneven ground; the multi-stage lifting of the lifting structure (one lifting of the head structure and the second lifting of the supporting structure) makes it easier for pipe piles to cross surface obstacles (such as karst gullies and stone buds), solving the problem of difficult binding of steel ropes and difficult movement of pipe piles due to uneven surface caused by traditional equipment.
[0024] In summary, the present invention realizes the efficiency, safety and low cost of pipe pile construction through the integrated design of mechanical lifting, relay transportation and flexible support. It is particularly suitable for complex geological conditions such as karst areas, and provides an innovative solution for the construction of large-diameter pipe piles. It has significant engineering application value and economic benefits. BRIEF DESCRIPTION OF THE DRAWINGS
[0025] Figure 1 It is a schematic diagram of the assembly structure of the present invention;
[0026] Figure 2 It is a schematic diagram of the main structure assembly structure of the present invention;
[0027] Figure 3 It is a schematic diagram of the split structure of the head-up structure of the present invention;
[0028] Figure 4 It is a schematic diagram of the split structure of the supporting structure of the present invention;
[0029] Figure 5 It is a schematic diagram of the assembly structure of the supporting structure of the present invention;
[0030] Figure 6 This is a schematic diagram of the auxiliary component assembly structure of the present invention;
[0031] Figure 7 It is a schematic diagram of the assembly structure of the main structure and the head structure;
[0032] Figure 8 for Figure 2 Schematic diagram of the local structure in.
[0033] In the figure: 1. Main body component; 11. First vehicle frame; 12. Wheel arm; 13. Universal wheel; 14. First shaft arm; 15. Sleeve rod; 16. Armrest; 2. Driving component; 21. Driving box; 22. Worm; 23. Turbine; 24. First driven wheel; 25. First wheel frame; 26. First rocker; 27. First driving wheel; 3. Lifting structure; 31. Lead screw; 32. First mounting plate; 33. Lifting rod; 34. Cross seat; 35. Second rocker; 36. Moving seat; 37. Inserting arm; 38. Lifting fork; 4. Supporting structure; 41. First shaft seat; 42. Driving screw; 43. Third rocker; 44. Second driven wheel; 45. Second driving wheel; 46. Lifting arm; 47. Jacking bolt; 48. Support arm; 49. Guide roller; 5. Auxiliary component; 51. Support pillar; 52. Lifting plate; 53. Conveyor roller; 6. Lifting opening; 7. Insertion hole. Detailed implementation manners
[0034] Next, the embodiments of the present invention will be combined with the attached Figures 1 - 8 to make further detailed descriptions:
[0035] As Figure 1 and Figure 7 shown, the present invention provides a technical solution: a large-diameter pipe pile sinking construction device in a karst area, including a main structure, a lifting structure 3, a supporting structure 4, and an auxiliary component 5; the lifting structure 3 is movably arranged on the main structure, and the lifting structure 3 can be lifted and moved, the supporting structure 4 is fixedly arranged on the main structure, and the auxiliary component 5 is detachably arranged on the main structure; wherein the main structure is used for moving on the ground and controlling the lifting of the lifting structure 3, the lifting structure 3 is used for lifting one end of the pipe pile, the supporting structure 4 is used for lifting one end of the pipe pile again after lifting, and the auxiliary component 5 is used for horizontally supporting the pipe pile and can apply force to the pipe pile for multi-group coordinated use and conveying.
[0036] As a preferred solution, further, as Figure 2 shown, the main structure includes a main body component 1 and a driving component 2; the main body component 1 is used for moving on the ground, and the driving component 2 is used for driving the lifting structure 3 to lift; the driving component 2 is fixedly arranged on the main body component 1.
[0037] As a preferred solution, further, as Figure 2As shown in the figure, the main body component 1 includes a first vehicle frame 11, a pair of wheel arms 12, two pairs of universal wheels 13, a pair of first shaft arms 14, a pair of sleeve rods 15, and a pair of armrests 16; the first vehicle frame 11 is concave, one end of each of the pair of wheel arms 12 is fixedly arranged on the left side wall of the first vehicle frame 11 and is relatively parallel, the pair of wheel arms 12 is located between the two ends of the first vehicle frame 11, and a pair of jacks 7 are symmetrically arranged near the other end of each of the pair of wheel arms 12. The two pairs of universal wheels 13 are respectively fixedly arranged on the lower walls of the two ends of the first vehicle frame 11 and the lower walls of the other ends of the wheel arms 12. Each of the pair of first shaft arms 14 has a Y-shaped structure and has three ends. One end of each of the pair of first shaft arms 14 is fixedly arranged on the upper wall of the first vehicle frame 11. Both ends of the pair of sleeve rods 15 are fixedly arranged between the other two ends of the first shaft arms 14. The pair of armrests 16 are respectively symmetrically arranged on the left side walls near the middle of the first shaft arms 14; the mobile device is moved through the universal wheels 13 on the first vehicle frame 11 and the wheel arms 12, and the stability of the device after bearing the gravity is maintained. The force can be exerted through the armrests 16 on the first shaft arms 14.
[0038] As a preferred solution, further, as Figure 2 and Figure 8 shown, the drive component 2 includes a drive box 21, a worm 22, a turbine 23, a first driven wheel 24, a first wheel frame 25, a first rocker 26, and a first drive wheel 27; the drive box 21 is L-shaped, and a lifting port 6 is opened in the middle of one end of the drive box 21. One end of the drive box 21 is fixedly arranged on the middle of the upper wall of the first vehicle frame 11, and the other end of the drive box 21 is located below the sleeve rod 15. The upper and lower side walls of the other end of the drive box 21 are both embedded with first bearings. The two ends of the worm 22 respectively pass through the first shaft arm 14 movably and are located between the other two ends of the first shaft arm 14. The worm 22 passes through the other end of the drive box 21 movably. The turbine 23 is movably embedded in the other end of the drive box 21, and through holes are arranged in the middle of the upper and lower side walls of the turbine 23. The turbine 23 meshes with the middle of the worm 22, and the protrusions on the upper and lower side walls of the turbine 23 are respectively inserted into the first bearings. A spiral hole is opened in the middle of the protrusion of the turbine 23. The first driven wheel 24 is fixedly sleeved on the front end of the worm 22. The first wheel frame 25 is fixedly arranged on one of the first shaft arms 14. One end of the first rocker 26 passes through the other end of the first wheel frame 25 movably. The first drive wheel 27 is fixedly sleeved on one end of the first rocker 26, and the first drive wheel 27 is movably embedded in the other end of the first wheel frame 25. The first drive wheel 27 meshes with the first driven wheel 24, and the diameter of the first drive wheel 27 is smaller than that of the first driven wheel 24; by shaking the first rocker 26 to drive the first drive wheel 27 to rotate, the large-diameter first driven wheel 24 is driven to rotate through the first drive wheel 27 to achieve a labor-saving transmission, and the worm 22 is driven to rotate. The turbine 23 is driven to rotate unidirectionally through the worm 22.
[0039] As a preferred solution, further, as Figure 3As shown in the figure, the lifting structure 3 includes a lead screw 31, a first mounting plate 32, a pair of lifting rods 33, a cross seat 34, a second rocker 35, a moving seat 36 and an inserting arm 37; the lead screw 31 movably penetrates through the spiral hole in the middle of the turbine 23 and is rotatably connected to the turbine 23. Both ends of the lead screw 31 penetrate through the other end of the drive box 21 respectively. The first mounting plate 32 is T-shaped. One end of the first mounting plate 32 is fixedly arranged on the top end of the lead screw 31. One ends of the pair of lifting rods 33 are respectively fixedly arranged on the other two ends of the first mounting plate 32, and the lifting rods 33 extend vertically downward. The lifting rods 33 are located on the left side of the drive box 21. The right end of the cross seat 34 is fixedly arranged on the bottom end of the lead screw 31, and the front and rear ends of the cross seat 34 are fixedly arranged on the other ends of the lifting rods 33. The cross seat 34 is a cross-shaped cavity structure, and sliding grooves are formed through the lower walls of the left and right ends of the cross seat 34. One end of the second rocker 35 movably penetrates through the middle of the right end of the cross seat 34 and is movably installed inside the left end. A thread is provided on the outer side wall of one end of the second rocker 35, and the other end of the second rocker 35 movably penetrates through the lifting port 6 of the drive box 21. One end of the moving seat 36 movably penetrates through the sliding groove, and one end of the moving seat 36 is rotatably connected to one end of the second rocker 35. One end of the inserting arm 37 is fixedly arranged on the other end of the moving seat 36 and is located below the cross seat 34. The inserting arm 37 is Z-shaped, and a mountain-shaped lifting fork 38 is arranged at the other end of the inserting arm 37. The lifting fork 38 can contact the ground; by the rotation of the turbine 23, the lead screw 31 located between the first mounting plate 32 and the cross seat 34 is forced to move up and down under the limit of the lifting rod 33, and the rotation of the second rocker 35 drives the moving seat 36 to move left and right on the cross seat 34 to realize the left and right movement of the inserting arm 37.
[0040] As a preferred solution, further, as Figure 4 and Figure 5As shown in the figure, the supporting structure 4 includes a first shaft seat 41, a driving screw 42, a third rocker 43, a second driven wheel 44, a second driving wheel 45, a pair of lifting arms 46, a pair of jacking bolts 47, a pair of support arms 48 and a pair of guide rollers 49; the first shaft seat 41 is concave, and both ends of the first shaft seat 41 are fixedly sleeved on the sleeve rod 15 respectively, and the middle part of the first shaft seat 41 is located on the right side of the driving box 21. A driving groove is provided in the middle of the first shaft seat 41. Both ends of the driving screw 42 are movably inserted into both ends of the first shaft seat 41 respectively and are located above the driving groove. One end of the third rocker 43 movably penetrates through the first shaft seat 41 and is located below the front end of the driving screw 42. The second driven wheel 44 is fixedly sleeved on the front end of the driving screw 42. The second driving wheel 45 is fixedly sleeved on one end of the third rocker 43, and the second driving wheel 45 meshes with the second driven wheel 44. One ends of a pair of lifting arms 46 respectively movably penetrate through both ends of the driving groove and are screwed on the driving screw 42. The other ends of the pair of lifting arms 46 respectively movably penetrate through the lower parts of both ends of the worm 22 and are located on the left side of the first shaft arm 14. A pair of jacking bolts 47 are respectively movably screwed on the other ends of the lifting arms 46. One ends of a pair of support arms 48 are respectively movably arranged on the other ends of the lifting arms 46, and the support arms 48 are located above the jacking bolts 47. A pair of guide rollers 49 are respectively movably arranged on the other ends of the support arms 48 and are symmetrical to each other. By driving the second driving wheel 45 to rotate through the third rocker 43, the second driven wheel 44 is driven to drive the driving screw 42 to rotate on the first shaft seat 41, and then the two lifting arms 46 are driven to move relatively, so that the pipe pile can be forced to be supported and lifted upward by means of the guide rollers 49 on the support arms 48. The guide rollers 49 are located on both sides of the lifting fork 38, and the guide rollers 49 can be located above the first shaft arm 14 for supporting and lifting requirements, so that the auxiliary assembly 5 can be installed under the pipe pile.
[0041] As a preferred solution, further, as Figure 6 shown, the auxiliary assembly 5 includes two pairs of support columns 51, a lifting plate 52 and a plurality of conveying rollers 53; one ends of the two pairs of support columns 51 are respectively detachably inserted into the jacks 7 of the wheel arms 12. The lifting plate 52 is fixedly arranged between the tops of the two pairs of support columns 51, and the lifting plate 52 is located above the first shaft arm 14. A plurality of conveying rollers 53 are respectively equidistantly embedded in the lifting plate 52; by detachably installing the support columns 51 on the wheel arms 12, the pipe pile can be moved by means of the conveying rollers 53 on the lifting plate 52 for loading.
[0042] Working principle:
[0043] S1. The equipment can be moved through the universal wheels 13 under the lower wall of the first vehicle frame 11 and under the wheel arms 12 in the main body assembly 1, and the handrail 16 on the first shaft arm 14 can be used for exerting force.
[0044] S2. When the pipe pile is moved and conveyed through the equipment, three equipment can be used in combination. Two of the equipment are arranged at both ends of the pipe pile, and the other is arranged in the middle of the pipe pile.
[0045] S3. For example: Move the device to make the wheel arms 12 located on both sides of one end of the pipe pile, and attach the lifting forks 38 on the insertion arms 37 in the lifting structure 3 to the middle of the bottom of one end of the pipe pile; then drive the moving seat 36 to move within the cross-shaped seat 34 by shaking the second rocker 35, and insert the lifting fork 38 at one end of the insertion arm 37 into the bottom of the pipe pile;
[0046] Then shake the first rocker 26 to drive the first driving wheel 27 to rotate on the first wheel frame 25. Drive the large-diameter first driven wheel 24 to rotate through the small-diameter first driving wheel 27, realizing labor-saving drive for the worm 22 to rotate. And when the worm 22 rotates between the first shaft arms 14, it will drive the turbine 23 located within the drive assembly 2. Since the turbine 23 is screwed to the lead screw 31, and the lead screw 31 is limited by the two lifting rods 33 between the first mounting plate 32 and the cross-shaped seat 34 and cannot be driven by the turbine 23 to rotate, the turbine 23 will drive the lead screw 31 to move up and down under force through the limited rotation of the drive box 21, prompting the lead screw 31 to rise and drive the lifting fork 38 on the cross-shaped seat 34 to rise, thus lifting one end of the pipe pile;
[0047] S4. Similar to the operation in S3 above, after lifting both ends of the pipe pile, use the universal wheels 13 to convey the pipe pile or it is convenient to tie the steel rope after lifting one end of the pipe pile;
[0048] Or after lifting both ends of the pipe pile, shake the third rocker 43 in the supporting structure 4. After driving the second driving wheel 45 to rotate and driving the second driven wheel 44 to rotate through the third rocker 43, realize labor-saving drive for the drive screw 42 to rotate on the first shaft seat 41. Through the limitation of the first shaft seat 41, the two lifting arms 46 are limited and move relatively under the rotation of the drive screw 42, prompting the guide rollers 49 on the support arms 48 to move relatively and contact the side wall below the middle of one end of the pipe pile. Since the support arms 48 can be jacked up by rotating the top height bolts 47, the support arms 48 are relatively inclined; then as the support arms 48 move relatively and apply force to the pipe pile and through the rotation of the guide rollers 49, the pipe pile is forced to rise again, and the lower wall of the pipe pile is located above the sleeve rod 15;
[0049] At this time, the auxiliary assembly 5 can be placed at the jacking holes 7 of the two wheel arms 12, insert the support column 51 into the jacking hole 7 to install the lifting plate 52, contact the pipe pile through the conveying rollers 53 on the lifting plate 52, and after loosening and resetting the support arms 48 and the guide rollers 49, the pipe pile can be pushed to move on the conveying rollers 53 by the force on the conveying rollers 53 corresponding to the axis of the pipe pile, preventing the movement of the universal wheels 13 from being affected by the terrain.
[0050] Finally, it should be noted that the above embodiments are only used to illustrate the technical solutions of the present invention and are not intended to limit them. Any other modifications or functional substitutions made by those of ordinary skill in the art to the technical solutions of the present invention should be covered within the scope of the claims of the present invention as long as they do not depart from the spirit and scope of the technical solutions of the present invention.
Claims
1. A construction device for driving large-diameter pipe piles in karst areas, characterized in that, It includes a main structure, a lifting structure (3), a supporting structure (4) and an auxiliary component (5); the lifting structure (3) is movably arranged on the main structure, and the lifting structure (3) can move up and down, the supporting structure (4) is fixedly arranged on the main structure, and the auxiliary component (5) is detachably installed on the main structure; Among them, the main structure is used to move and control the lifting of the lifting structure (3), the lifting structure (3) is used to lift one end of the pipe pile, the supporting structure (4) is used to lift one end of the pipe pile again after lifting, and the auxiliary component (5) is used to horizontally support the pipe pile, and can apply force to the pipe pile for multiple groups of coordinated use in transportation; The lifting structure (3) includes a lead screw (31), a first mounting plate (32), a pair of lifting rods (33), a cross seat (34), a second rocker (35), a moving seat (36) and an insertion arm (37); The lead screw (31) movably penetrates through the spiral hole in the middle of the turbine (23) of the driving component (2) and is rotationally connected to the turbine (23). The two ends of the lead screw (31) respectively penetrate through the other end of the driving box (21) of the driving component (2). One end of the first mounting plate (32) is fixedly arranged on the top end of the lead screw (31). One ends of a pair of lifting rods (33) are respectively fixedly arranged on the other two ends of the first mounting plate (32), and the lifting rods (33) are perpendicular downward. The lifting rods (33) are located on the left side of the driving box (21). The right end of the cross seat (34) is fixedly arranged on the bottom end of the lead screw (31), and the front and rear ends of the cross seat (34) are fixedly arranged on the other ends of the lifting rods (33). The cross seat (34) is a cross-shaped cavity structure, and sliding grooves are formed through the lower walls of the left and right ends of the cross seat (34). One end of the second rocker (35) movably penetrates through the middle of the right end of the cross seat (34) and is movably installed inside the left end. A thread is provided on the outer side wall of one end of the second rocker (35), and the other end of the second rocker (35) movably penetrates through the lifting port (6) of the driving box (21). One end of the moving seat (36) movably penetrates through the sliding groove, and one end of the moving seat (36) is rotationally connected to one end of the second rocker (35). One end of the insertion arm (37) is fixedly arranged on the other end of the moving seat (36) and is located below the cross seat (34). A lifting fork (38) is arranged at the other end of the insertion arm (37), and the lifting fork (38) can contact the ground.
2. The large-diameter pipe pile driving construction device in a karst area according to claim 1, wherein, The main structure includes a main body component (1) and a driving component (2); the main body component (1) is used for ground movement, the driving component (2) is used to drive the lifting structure (3) to lift, and the driving component (2) is fixedly arranged on the main body component (1).
3. The large-diameter pipe pile driving construction device in a karst area according to claim 2, characterized in that, The main body component (1) includes a first vehicle frame (11), a pair of wheel arms (12), two pairs of universal wheels (13), a pair of first shaft arms (14), a pair of sleeve rods (15) and a pair of handrails (16); One end of each of the pair of wheel arms (12) is fixedly arranged on the left side wall of the first vehicle frame (11) and is relatively parallel. The pair of wheel arms (12) is located between the two ends of the first vehicle frame (11). A pair of jacks (7) are symmetrically opened near the other end of each of the pair of wheel arms (12). The two pairs of universal wheels (13) are respectively fixedly arranged on the lower walls at the two ends of the first vehicle frame (11) and the lower wall at the other end of the wheel arms (12). Each of the pair of first shaft arms (14) is of a Y-shaped structure and has three ends. One end of each of the pair of first shaft arms (14) is fixedly arranged on the upper wall of the first vehicle frame (11). Both ends of each of the pair of sleeve rods (15) are fixedly arranged between the other two ends of the first shaft arms (14). Each of the pair of handrails (16) is symmetrically arranged on the left side wall near the middle of the first shaft arm (14).
4. The construction device for driving large-diameter pipe piles in karst areas according to claim 3, characterized in that, The driving assembly (2) includes a driving box (21), a worm (22), a turbine (23), a first driven wheel (24), a first wheel frame (25), a first rocker (26), and a first driving wheel (27). A lifting opening (6) is opened in the middle of one end of the driving box (21). One end of the driving box (21) is fixedly arranged on the middle of the upper wall of the first vehicle frame (11), and the other end of the driving box (21) is located below the sleeve rod (15). The upper and lower side walls of the other end of the driving box (21) are both embedded with first bearings. The two ends of the worm (22) respectively pass through the first shaft arm (14) movably and are located between the other two ends of the first shaft arm (14). The worm (22) passes through the other end of the driving box (21) movably. The turbine (23) is movably embedded in the other end of the driving box (21), and through protrusions are arranged in the middle of the upper and lower side walls of the turbine (23). The turbine (23) meshes with the middle of the worm (22), and the protrusions on the upper and lower side walls of the turbine (23) are respectively inserted into the first bearings. A spiral hole is opened in the middle of the protrusion of the turbine (23). The first driven wheel (24) is fixedly sleeved on the front end of the worm (22). The first wheel frame (25) is fixedly arranged on one of the first shaft arms (14). One end of the first rocker (26) passes through the other end of the first wheel frame (25) movably. The first driving wheel (27) is fixedly sleeved on one end of the first rocker (26), and the first driving wheel (27) is movably embedded in the other end of the first wheel frame (25).
5. The construction device for driving large-diameter pipe piles in karst areas according to claim 4, wherein, The first driving wheel (27) meshes with the first driven wheel (24), and the diameter of the first driving wheel (27) is smaller than that of the first driven wheel (24).
6. The large-diameter pipe pile sinking construction device in a karst area according to claim 5, characterized in that, The supporting structure (4) includes a first shaft seat (41), a driving screw (42), a third rocker (43), a second driven wheel (44), a second driving wheel (45), a pair of lifting arms (46), a pair of jacking bolts (47), a pair of support arms (48), and a pair of guide rollers (49). Both ends of the first shaft seat (41) are fixedly sleeved on the sleeve rod (15), and the middle part of the first shaft seat (41) is located on the right side of the drive box (21). A drive groove is provided in the middle of the first shaft seat (41). Both ends of the drive screw (42) are movably inserted into the two ends of the first shaft seat (41) and located above the drive groove. One end of the third rocker (43) movably penetrates through the first shaft seat (41) and is located below the front end of the drive screw (42). The second driven wheel (44) is fixedly sleeved on the front end of the drive screw (42). The second drive wheel (45) is fixedly sleeved on one end of the third rocker (43), and the second drive wheel (45) meshes with the second driven wheel (44). One ends of a pair of lifting arms (46) respectively movably penetrate through both ends of the drive groove and are rotatably connected to the drive screw (42). The other ends of the pair of lifting arms (46) respectively movably penetrate through the lower sides of both ends of the worm (22) and are located on the left side of the first shaft arm (14). A pair of jacking bolts (47) are respectively movably screwed on the other ends of the lifting arms (46). One ends of a pair of support arms (48) are respectively movably arranged on the other ends of the lifting arms (46), and the support arms (48) are located above the jacking bolts (47). A pair of guide rollers (49) are respectively movably arranged on the other ends of the support arms (48) and are symmetrical to each other.
7. The construction device for driving large-diameter pipe piles in karst areas according to claim 6, wherein The auxiliary assembly (5) includes two pairs of support columns (51), a lifting plate (52) and a plurality of conveying rollers (53); One ends of the two pairs of support columns (51) are respectively detachably inserted into the jacks (7) of the wheel arms (12). The lifting plate (52) is fixedly arranged between the tops of the two pairs of support columns (51), and the lifting plate (52) is located above the first shaft arm (14). A plurality of the conveying rollers (53) are respectively equidistantly embedded in the lifting plate (52).
8. The construction device for driving large-diameter pipe piles in karst areas according to claim 7, characterized in that, The guide rollers (49) are located on both sides of the lifting fork (38), and the guide rollers (49) can be located above the first shaft arm (14).
Citation Information
Patent Citations
Tube pile out-of-pit conveying method
CN105692103A
Prefabricated pipe pile construction auxiliary supporting device
CN119913897A