Integrated high-pile beam-slab wharf prefabricated component and installation process thereof

Abstract

This invention relates to the field of precast component assembly technology, and in particular to an integrated high-pile beam-slab wharf precast component and its installation process. The component includes an arched frame and a transfer assembly disposed at the end of the arched frame. The transfer assembly includes a translation component disposed at the end of the arched frame and a deflection adjustment component disposed at the end of the translation component. The deflection adjustment component has a gripping adjustment component at its end. When the component needs to be transferred, the gripping adjustment component clamps the component. At this time, the translation component is activated, and the translation component moves the component to the desired position via the gripping adjustment component. The position of the component is then fine-tuned by the adjustment component. Finally, through the cooperation of the translation component and the deflection adjustment component, the component is slowly lowered to the desired position under protective conditions.

Description

Technical Field

[0001] This invention relates to the field of prefabricated component assembly technology, and in particular to an integrated high-pile beam-slab wharf prefabricated component and its installation process. Background Technology

[0002] Precast components of high-pile beam-slab wharves are an important part of the superstructure of high-pile beam-slab wharves. They mainly include crossbeams, longitudinal beams, panels, and berthing components. The crossbeams are the main beams of the high-pile beam-slab wharf, supported on the pile foundation platform, and are important load-bearing components connecting the piles, longitudinal beams, and panels.

[0003] During use, existing technologies require the use of a transfer device to transfer the beams when installing precast components. When transferring the precast components to the required position, manual fine-tuning of the precast components is also required to ensure accurate positioning. Since the precast components are heavy, manual adjustment is cumbersome and dangerous.

[0004] Based on this, the present invention designs an integrated high-pile beam-slab wharf prefabricated component and its installation process to solve the above problems. Summary of the Invention

[0005] In view of the cumbersome problem of fine-tuning the positioning of prefabricated components in the above or existing technologies, the present invention is proposed.

[0006] Therefore, the purpose of this invention is to provide an integrated high-pile beam-slab prefabricated component for a wharf.

[0007] As a preferred embodiment of the integrated high-pile beam-slab wharf prefabricated component of the present invention, it includes an arched frame;

[0008] The transfer assembly disposed at the end of the arched frame includes a translation member disposed at the end of the arched frame and a deflection adjustment member disposed at the end of the translation member;

[0009] The translation component includes a crossbeam disposed at the end of the arched frame;

[0010] The deflection adjustment component includes a winding machine disposed at the end of the crossbeam and a second traction wire rope disposed at the end of the winding machine;

[0011] The end of the second traction wire rope is equipped with a gripping and adjusting assembly.

[0012] As a preferred embodiment of the integrated high-pile beam-slab wharf prefabricated component of the present invention, the translation component further includes a first linear drive device. The end of the crossbeam is provided with the first linear drive device, and the end of the first linear drive device is provided with a mounting box. The interior of the mounting box is provided with a first motor, the output end of the first motor is provided with a winding roller, and the outer wall of the winding roller is provided with a first traction steel wire rope.

[0013] As a preferred embodiment of the integrated high-pile beam-slab wharf prefabricated component of the present invention, wherein: the end of the first traction steel wire rope is connected to the gripping and adjusting assembly.

[0014] As a preferred embodiment of the integrated high-pile beam-slab wharf prefabricated component of the present invention, the deflection adjustment component further includes a second linear drive device, the end of the crossbeam is provided with the second linear drive device, the end of the second linear drive device is provided on the winding machine, the end of the second traction wire rope is provided with a first pull ring, and the first pull ring is provided on the end of the gripping adjustment component.

[0015] As a preferred embodiment of the integrated high-pile beam-slab wharf prefabricated component of the present invention, the gripping and adjusting assembly includes a gripping member, the end of the first traction wire rope is provided with a gripping member, and the end of the gripping member is provided with an adjusting member.

[0016] As a preferred embodiment of the integrated high-pile beam-slab wharf prefabricated component of the present invention, the gripping component includes a traction plate, the end of the first traction wire rope is provided with a traction plate, the end of the first pull ring is provided with a traction plate, the end of the traction plate is provided with a sliding strip, the end of the sliding strip is provided with a gripping hook, the end of the gripping hook is provided with a second pull ring, and the end of the second pull ring is provided with a prefabricated component.

[0017] As a preferred embodiment of the integrated high-pile beam-slab wharf prefabricated component of the present invention, the adjusting component includes a chute, the end of the traction plate is provided with a chute, the end of the slide bar is provided with a slider, the slider passes through the chute, the end of the traction plate is provided with a protective cover, the inside of the protective cover is provided with a second motor, the end of the second motor is provided with a threaded rod, the other end of the threaded rod passes through the slider and is provided on the traction plate.

[0018] As a preferred embodiment of the integrated high-pile beam-slab wharf prefabricated component of the present invention, wherein: the end of the arched frame is provided with a transposition component.

[0019] As a preferred embodiment of the integrated high-pile beam-slab wharf prefabricated component of the present invention, wherein: the transposition component includes a third linear drive device, the end of the arch frame is provided with a third linear drive device, and the end of the third linear drive device is provided with a slide rail.

[0020] The beneficial effects of the integrated high-pile beam-slab wharf prefabricated components of the present invention are as follows: When it is necessary to transfer the components, the present invention uses a gripping and adjusting component to clamp the components. At this time, the translation component is activated. The translation component moves the components to the required position through the gripping and adjusting component. At this time, the position of the components is finely adjusted by the adjusting component. Then, through the cooperation of the translation component and the deflection adjusting component, the components are slowly lowered to the required position under protection.

[0021] To better achieve the objectives of this invention, the present invention also provides an installation process for prefabricated components of an integrated high-pile beam-slab wharf, comprising the following steps:

[0022] Step 1: Attach the grab hook to the second pull ring, start the first motor to wind up the first traction steel wire rope, and lift the precast component; then start the first linear drive device to move the precast component as a whole to the target area.

[0023] Step 2: Start the second motor and fine-tune the translation of the prefabricated component using the threaded rod and slider; if it is not horizontally aligned, start the second linear drive device on the corresponding side to correct it; if it is not horizontal, start the low-end winding machine to wind up the second traction steel wire rope for leveling.

[0024] Step 3: Start the first motor to release a small amount of the first traction wire rope, and simultaneously start the winding machine to release the second traction wire rope, so that the component falls smoothly; repeat this action to lower the component to the installation position;

[0025] Step 4: After the installation at one workstation is completed, start the third linear drive device to move the arched frame along the slide rail to the next workstation and continue the installation. Attached Figure Description

[0026] To more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings used in the following description of the embodiments will be briefly introduced. Obviously, the drawings described below are only some embodiments of the present invention. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.

[0027] Figure 1 This is a schematic diagram of the overall structure of an integrated high-pile beam-slab wharf prefabricated component according to the present invention. Figure 1 .

[0028] Figure 2 This is a schematic diagram of the overall structure of an integrated high-pile beam-slab wharf prefabricated component according to the present invention. Figure 2 .

[0029] Figure 3 This is a schematic diagram of the overall structure of an integrated high-pile beam-slab wharf prefabricated component according to the present invention. Figure 3 .

[0030] Figure 4 This is a schematic diagram of a winding machine structure for an integrated high-pile beam-slab wharf prefabricated component according to the present invention.

[0031] Figure 5 This is a schematic diagram of the first motor structure of an integrated high-pile beam-slab wharf prefabricated component according to the present invention.

[0032] Figure 6 This is a schematic diagram of the second pull ring structure of an integrated high-pile beam-slab wharf prefabricated component according to the present invention.

[0033] Figure 7 This is a schematic diagram of the hook structure of an integrated high-pile beam-slab wharf prefabricated component according to the present invention.

[0034] The labels in the diagram represent: 1. Arch frame; 2. Transfer assembly; 21. Translation component; 211. Crossbeam; 212. First linear drive device; 213. Mounting housing; 214. First motor; 215. Winding roller; 216. First traction wire rope; 22. Deflection adjustment component; 221. Second linear drive device; 222. Winding machine; 223. Second traction wire rope; 224. First pull ring; 3. Gripping adjustment assembly; 31. Gripping component; 311. Traction plate; 312. Sliding bar; 313. Gripping hook; 314. Prefabricated component; 315. Second pull ring; 32. Adjustment component; 321. Slide groove; 322. Sliding block; 323. Second motor; 324. Threaded rod; 325. Protective cover; 4. Positioning assembly; 41. Slide rail; 42. Third linear drive device. Detailed Implementation

[0035] To make the above-mentioned objects, features and advantages of the present invention more apparent and understandable, the specific embodiments of the present invention will be described in detail below with reference to the accompanying drawings.

[0036] Many specific details are set forth in the following description in order to provide a full understanding of the invention. However, the invention may also be practiced in other ways different from those described herein, and those skilled in the art can make similar extensions without departing from the spirit of the invention. Therefore, the invention is not limited to the specific embodiments disclosed below.

[0037] Secondly, the term "one embodiment" or "embodiment" as used herein refers to a specific feature, structure, or characteristic that may be included in at least one implementation of the present invention. The phrase "in one embodiment" appearing in different places in this specification does not necessarily refer to the same embodiment, nor is it a single or selective embodiment that is mutually exclusive with other embodiments.

[0038] Example 1, referring to Figures 1 to 6This is the first embodiment of the present invention. This embodiment provides an integrated high-pile beam-slab wharf prefabricated component, which can realize the movement of the prefabricated component and the adjustment of the tilt of the prefabricated component at the same time. It includes an arched frame 1.

[0039] Specifically, the transfer assembly 2, which is located at the end of the arch frame 1, includes a translation component 21 located at the end of the arch frame 1 and a deflection adjustment component 22 located at the end of the translation component 21.

[0040] Furthermore, the arched frame 1 has two sets that are symmetrical to each other, and the upper ends of the two sets of arched frames 1 are fixedly connected to the transfer assembly 2.

[0041] Specifically, the translation component 21 includes a crossbeam 211 disposed at the end of the arched frame 1;

[0042] Furthermore, the translation component 21 includes a crossbeam 211, and the two sets of crossbeams 211 are fixedly connected to each other at both ends of the cross plate.

[0043] Specifically, the deflection adjustment component 22 includes a winding machine 222 disposed at the end of the crossbeam 211 and a second traction wire rope 223 disposed at the end of the winding machine 222;

[0044] The end of the second traction wire rope 223 is provided with a gripping and adjusting component 3;

[0045] Furthermore, the deflection adjustment component 22 includes a winding machine 222, the lower end of the crossbeam 211 is slidably connected to the winding machine 222, one end of the winding machine 222 is fixedly connected to a second traction wire rope 223, and the lower end of the second traction wire rope 223 is connected to a gripping adjustment component 3.

[0046] Specifically, the translation component 21 also includes a first linear drive device 212. The end of the crossbeam 211 is provided with the first linear drive device 212. The end of the first linear drive device 212 is provided with a mounting box 213. The inside of the mounting box 213 is provided with a first motor 214. The output end of the first motor 214 is provided with a take-up roller 215. The outer wall of the take-up roller 215 is provided with a first traction steel wire rope 216.

[0047] The end of the first traction wire rope 216 is connected to the gripping adjustment assembly 3;

[0048] Furthermore, the translation component 21 also includes a first linear drive device 212. The top of the crossbeam 211 is slidably connected to the first linear drive device 212. The top of the first linear drive device 212 is fixedly connected to a mounting box 213. The inside of the mounting box 213 is fixedly connected to two sets of symmetrical first motors 214. The output ends of the two sets of first motors 214 are far apart from each other and are fixedly connected to a take-up roller 215. The side wall of the take-up roller 215 is wound with a first traction steel wire rope 216. The lower ends of the two sets of first traction steel wire ropes 216 are respectively fixedly connected to the top of both ends of the gripping adjustment component 3.

[0049] Specifically, the deflection adjustment component 22 also includes a second linear drive device 221. The end of the crossbeam 211 is provided with the second linear drive device 221. The end of the second linear drive device 221 is provided on the winding machine 222. The end of the second traction wire rope 223 is provided with a first pull ring 224. The first pull ring 224 is provided on the end of the gripping adjustment component 3.

[0050] Furthermore, the deflection adjustment component 22 also includes a second linear drive device 221. The bottom of the crossbeam 211 is slidably connected to the second linear drive device 221. The bottom of the second linear drive device 221 is fixedly connected to the winding machine 222. The winding machine 222 is slidably connected to the crossbeam 211 through the second linear drive device 221. The ends of the winding machine 222 are wound with second traction steel wire ropes 223. The ends of the second traction steel wire ropes 223 that are close to each other are fixedly connected to first pull rings 224. The two sets of first pull rings 224 are respectively fixedly connected to the two ends of the gripping adjustment component 3.

[0051] In use, when it is necessary to move the precast component 314, the precast component 314 is gripped by the gripping and adjusting assembly 3. At this time, the first motor 214 is started, and the output end of the first motor 214 drives the winding roller 215 to rotate. The winding roller 215 winds up the first traction steel wire rope 216. The first traction steel wire rope 216 drives the precast component 314 to move upward through the gripping and adjusting assembly 3. Then, the first linear drive device 212 is started. The first linear drive device 212 drives the mounting box 213 to move horizontally under the limit of the crossbeam 211. 212 The precast component 314 is moved horizontally by the first traction steel wire rope 216. When the precast component 314 moves to the required position, if the precast component 314 is not aligned horizontally, the second linear drive device 221 on the misaligned side of the precast component 314 is activated. The second linear drive device 221 drives the winding machine 222 to move horizontally along the direction of the crossbeam 211. The winding machine 222 drives one end of the precast component 314 to shift through the second traction steel wire rope 223 and the first pull ring 224. At this time, the horizontal alignment of the precast component 314 can be completed.

[0052] When the precast component 314 is not in a horizontal state, the winding machine 222 on the lower side of the precast component 314 is started. The winding machine 222 winds up the second traction steel wire rope 223. The second traction steel wire rope 223 drives the lower end of the precast component 314 to move upward through the first pull ring 224 until the precast component 314 is in a horizontal state. At this time, the adjustment of the precast component 314 to maintain a horizontal state can be completed, which makes the offset adjustment of the precast component 314 more convenient and safer.

[0053] When the precast component 314 is aligned, the first motor 214 is started. The first motor 214 drives the take-up roller 215 to rotate and releases a section of the first traction steel wire rope 216. When the released section of the first traction steel wire rope 216 is straightened, the precast component 314 will not move to the bottom. At this time, the precast component 314 will not move downward under the traction of the second traction steel wire rope 223. At the same time, the take-up machine 222 is started, and the take-up machine 222 releases the second traction steel wire rope 223, so that the precast component 314 moves downward under the traction of the second traction steel wire rope 223 until the first traction steel wire rope 216 is straightened. Then, the above operation is repeated to slowly lower the precast component 314 to the desired position. In terms of positioning, since a small portion of the first traction wire rope 216 is released before each release of the second traction wire rope 223, the precast component 314 will be pulled by the first traction wire rope 216 when it falls due to the breakage of the second traction wire rope 223. This provides protection for the precast component 314 during its descent, preventing it from falling and impacting the component below when the second traction wire rope 223 breaks, thus avoiding damage to the precast component 314. Furthermore, since each end of the precast component 314 has an independent traction mechanism, it is possible to make fine adjustments to the various states of the precast component 314 without manual adjustment, ensuring the safety of the staff and simplifying the assembly of the precast component 314.

[0054] Example 2, refer to Figures 1 to 4 and Figures 6 to 7 This is the second embodiment of the present invention, which differs from the previous embodiment in that it includes a gripping and adjusting component 3;

[0055] Specifically, the gripping and adjusting assembly 3 includes a gripping member 31, the end of the first traction steel wire rope 216 is provided with a gripping member 31, and the end of the gripping member 31 is provided with an adjusting member 32.

[0056] Furthermore, the gripping adjustment assembly 3 includes a gripping member 31, the lower end of the first traction steel wire rope 216 is connected to the gripping member 31, the upper end of the gripping member 31 is connected to the adjustment member 32, the lower ends of the two sets of first traction steel wire ropes 216 are respectively connected to the top of both ends of the gripping member 31, and the lower ends of the first pull ring 224 are respectively connected to both ends of the gripping member 31.

[0057] Specifically, the gripping component 31 includes a traction plate 311, the end of the first traction wire rope 216 is provided with the traction plate 311, the end of the first pull ring 224 is provided on the traction plate 311, the end of the traction plate 311 is provided with a slide bar 312, the end of the slide bar 312 is provided with a gripping hook 313, the end of the gripping hook 313 is provided with a second pull ring 315, and the end of the second pull ring 315 is provided with a prefabricated component 314.

[0058] Furthermore, the gripper 31 includes a traction plate 311, the lower ends of the first traction wire rope 216 are respectively fixedly connected to the top of the traction plate 311 near the two ends of the crossbeam 211, the two sets of second traction wire ropes 223 are respectively fixedly connected to the two ends of the traction plate 311 near the winding machine 222, the lower end of the traction plate 311 is slidably connected to a slide bar 312, the bottom ends of the slide bar 312 that are far apart from each other are fixedly connected to a gripping hook 313, the lower end of the gripping hook 313 is engaged with a second pull ring 315, and the lower end of the second pull ring 315 is fixedly connected to a prefabricated component 314;

[0059] Several sets of steel wire frames are fixedly connected at equal intervals to the top of the precast component 314, and several sets of steel bars pass through the middle of the precast component 314.

[0060] Specifically, the adjusting component 32 includes a slide groove 321. The end of the traction plate 311 is provided with a slide groove 321. The end of the slide bar 312 is provided with a slider 322. The slider 322 passes through the slide groove 321. The end of the traction plate 311 is provided with a protective cover 325. The inside of the protective cover 325 is provided with a second motor 323. The end of the second motor 323 is provided with a threaded rod 324. The other end of the threaded rod 324 passes through the slider 322 and is provided on the traction plate 311.

[0061] Furthermore, the adjusting component 32 includes a slide groove 321. The traction plate 311 above the slide bar 312 has a slide groove 321. A slider 322 is fixedly connected to the top of the slide bar 312. The slider 322 passes through the slide groove 321 and is slidably connected to the slide groove 321. A protective cover 325 is fixedly connected to the top of the traction plate 311 inside the protective cover 325. A second motor 323 is fixedly connected to the top of the traction plate 311. A threaded rod 324 is fixedly connected to the output end of the second motor 323. The threaded rod 324 passes through the slider 322 and is threadedly connected to the slider 322. The end of the threaded rod 324 away from the second motor 323 is rotatably connected to the traction plate 311.

[0062] Specifically, a displacement assembly 4 is provided at the end of the arched frame 1;

[0063] The transposition component 4 includes a third linear drive device 42, and the end of the arch frame 1 is provided with the third linear drive device 42, and the end of the third linear drive device 42 is provided with a slide rail 41.

[0064] Furthermore, the lower end of each arched frame 1 is connected to a displacement assembly 4;

[0065] The transposition component 4 includes a third linear drive device 42. The lower end of the arch frame 1 is fixedly connected to the third linear drive device 42, and the lower end of the third linear drive device 42 is slidably connected to a slide rail 41.

[0066] In use, when it is necessary to move the precast component 314, the grab hook 313 is hooked onto the second pull ring 315. At this time, the first traction steel wire rope 216 drives the traction plate 311 to move upward. The traction plate 311 drives the precast component 314 to move upward through the slide bar 312 and the grab hook 313. When the precast component 314 is adjusted to be horizontal and the horizontal offset of the precast component 314 is adjusted, the second motor 323 is started. The second motor 323 drives the threaded rod 324 to rotate. The threaded rod 324 drives the slider 322 to move within the limit of the slide groove 321. At this time, the slider 322 drives the precast component 314 to move horizontally along the direction of the traction plate 311 through the slide bar 312. When the position of the precast component 314 is adjusted, the precast component 314 can be installed. This achieves fine adjustment of the precast component 314 along the direction of the vertical beam 211, ensuring the accuracy of the position adjustment of the precast component 314.

[0067] When the prefabricated component 314 between the two sets of arched frames 1 is installed, the third linear drive device 42 is started. The third linear drive device 42 drives the arched frame 1 to move to the next station under the limit of the slide rail 41 to continue the installation of the prefabricated component 314.

[0068] Example 3, referring to Figures 1 to 7 This is the third embodiment of the present invention. Unlike the previous embodiment, this embodiment provides an installation process for an integrated high-pile beam-slab prefabricated component for a wharf, which includes the following steps:

[0069] Step 1: Hook 313 onto the second pull ring 315. At this time, the first traction steel wire rope 216 drives the traction plate 311 to move upward. The traction plate 311 drives the precast component 314 to move upward through the slide bar 312 and the hook 313. Then, start the first motor 214. The output end of the first motor 214 drives the winding roller 215 to rotate. The winding roller 215 winds up the first traction steel wire rope 216. The first traction steel wire rope 216 drives the precast component 314 to move upward through the gripping adjustment component 3. Then, start the first linear drive device 212. The first linear drive device 212 drives the mounting box 213 to move horizontally under the limit of the crossbeam 211. The first linear drive device 212 drives the precast component 314 to move horizontally through the first traction steel wire rope 216.

[0070] Step 2: When the precast component 314 moves to the desired position, the second motor 323 is started. The second motor 323 drives the threaded rod 324 to rotate, and the threaded rod 324 drives the slider 322 to move within the limit of the slide groove 321. At this time, the slider 322 drives the precast component 314 to move horizontally along the direction of the traction plate 311 through the slide bar 312. If the precast component 314 is not aligned horizontally, the second linear drive device 221 on the misaligned side of the precast component 314 is started. The second linear drive device 221 drives the winding. The machine 222 moves horizontally along the direction of the crossbeam 211. The winding machine 222 drives one end of the precast component 314 to shift through the second traction wire rope 223 and the first pull ring 224. When the precast component 314 is not in a horizontal state, the winding machine 222 on the lower side of the precast component 314 is started. The winding machine 222 winds up the second traction wire rope 223. The second traction wire rope 223 drives the lower end of the precast component 314 to move upward through the first pull ring 224 until the precast component 314 is in a horizontal state.

[0071] Step 3: When the precast component 314 is aligned, start the first motor 214. The first motor 214 drives the take-up roller 215 to rotate and releases a section of the first traction steel wire rope 216. When the released section of the first traction steel wire rope 216 is straightened, the precast component 314 will not move to the bottom. At this time, the precast component 314 will not move downward under the traction of the second traction steel wire rope 223. At the same time, start the take-up machine 222. The take-up machine 222 releases the second traction steel wire rope 223, so that the precast component 314 moves downward under the traction of the second traction steel wire rope 223 until the first traction steel wire rope 216 is straightened. Then repeat the above operation to slowly lower the precast component 314 to the required position.

[0072] Step 4: When the prefabricated component 314 between the two sets of arched frames 1 is installed, start the third linear drive device 42. The third linear drive device 42 drives the arched frame 1 to move to the next station under the limit of the slide rail 41 to continue the installation of the prefabricated component 314.

[0073] 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 it. Although the present invention has been described in detail with reference to preferred embodiments, those skilled in the art should understand that modifications or equivalent substitutions can be made to the technical solutions of the present invention without departing from the spirit and scope of the technical solutions of the present invention, and all such modifications or substitutions should be covered within the scope of the claims of the present invention.

Claims

1. An installation process for prefabricated components of an integrated high-pile beam-slab wharf, characterized in that: Step 1: Attach the grab hook (313) to the second pull ring (315), start the first motor (214) to wind up the first traction steel wire rope (216), and drive the precast component (314) to lift; then start the first linear drive device (212) to drive the precast component to move horizontally to the target area. Step 2: Start the second motor (323) and fine-tune the translation of the precast component by means of the threaded rod (324) and the slider (322); if the horizontal alignment is not correct, start the corresponding side second linear drive device (221) to correct it; if it is not horizontal, start the low-end winding machine (222) to wind up the second traction steel wire rope (223) to level it; Step 3: Start the first motor (214) to release a small amount of the first traction wire rope (216). When the released first traction wire rope (216) is straightened, the precast component (314) will not move to the bottom. At this time, the precast component (314) will not move downward under the traction of the second traction wire rope (223). Simultaneously start the winding machine (222) to release the second traction wire rope (223) so that the component falls smoothly. Repeat this action to lower the component to the installation position. Step 4: After the installation at one workstation is completed, start the third linear drive device (42) to move the arch frame (1) along the slide rail (41) to the next workstation and continue the installation; Among them, the prefabricated components of the integrated high-pile beam-slab wharf include an arched frame (1); and, The transfer assembly (2) disposed at the end of the arched frame (1) includes a translation member (21) disposed at the end of the arched frame (1) and a deflection adjustment member (22) disposed at the end of the translation member (21); wherein, The translation component (21) includes a crossbeam (211) disposed at the end of the arched frame (1); and, The deflection adjustment component (22) includes a winding machine (222) disposed at the end of the crossbeam (211) and a second traction wire rope (223) disposed at the end of the winding machine (222); and, The deflection adjustment member (22) further includes a second linear drive device (221), the end of which is disposed on the winding machine (222); and, The end of the second traction wire rope (223) is provided with a gripping adjustment component (3); The gripping adjustment component (3) includes a gripping element (31); The gripper (31) includes a traction plate (311), the end of which is provided with a slide bar (312), and the end of the slide bar (312) is provided with a gripping hook (313). The translation component (21) further includes a first linear drive device (212). The end of the crossbeam (211) is provided with the first linear drive device (212). The end of the first linear drive device (212) is provided with a mounting box (213). The inside of the mounting box (213) is provided with a first motor (214). The output end of the first motor (214) is provided with a take-up roller (215). The outer wall of the take-up roller (215) is provided with a first traction steel wire rope (216). The end of the first traction wire rope (216) is connected to the gripping adjustment assembly (3).

2. The installation process of the integrated high-pile beam-slab pier precast member according to claim 1, characterized in that: The end of the crossbeam (211) is provided with a second linear drive device (221), and the end of the second traction wire rope (223) is provided with a first pull ring (224), which is located on the end of the gripping adjustment assembly (3).

3. The installation process of the integrated high-pile beam-slab pier precast member according to claim 2, characterized in that: The first traction wire rope (216) is provided with a gripping member (31) at its end, and the gripping member (31) is provided with an adjusting member (32) at its end.

4. The installation process of the integrated high-pile beam-slab pier precast member according to claim 3, characterized in that: The first traction wire rope (216) is provided with a traction plate (311) at its end, the first pull ring (224) is provided on the traction plate (311) at its end, the grab hook (313) is provided with a second pull ring (315) at its end, and the second pull ring (315) is provided with a prefabricated component (314) at its end.

5. The installation process of the integrated high-pile beam-slab pier precast member according to claim 4, characterized in that: The adjusting component (32) includes a groove (321). The end of the traction plate (311) is provided with a groove (321). The end of the slide bar (312) is provided with a slider (322). The slider (322) passes through the groove (321). The end of the traction plate (311) is provided with a protective cover (325). The inside of the protective cover (325) is provided with a second motor (323). The end of the second motor (323) is provided with a threaded rod (324). The other end of the threaded rod (324) passes through the slider (322) and is provided on the traction plate (311).

6. The installation process of the integrated high-pile beam-slab pier precast member according to claim 5, characterized in that: The end of the arched frame (1) is provided with a displacement component (4).

7. The installation process of the integrated high-pile beam-slab pier precast member according to claim 6, characterized in that: The transposition component (4) includes a third linear drive device (42), the end of the arch frame (1) is provided with the third linear drive device (42), and the end of the third linear drive device (42) is provided with a slide rail (41).

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