Steel pipe pile construction system based on modular pile stabilization platform and construction process thereof

By designing a modular pile stabilization platform system, the height and attitude of the truss can be adjusted using flange plates and adjustment mechanisms, which solves the problems of resource waste and positioning accuracy in deep water pile stabilization platforms and enables efficient steel pipe pile construction.

CN115772895BActive Publication Date: 2026-02-24ZHONGTIAN TECH GRP OFFSHORE ENG CO LTD
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Patent Information

Application Number
CN202211690939.6
Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
Filing Date
2022-12-28
Publication Date
2026-02-24
Estimated Expiration
2042-12-28

AI Technical Summary

Technical Problem

Existing deep-water stabilization platforms require a large amount of resources, the positioning accuracy of steel pipe piles is difficult to control, and truss platforms require various specifications when the water depth coverage is large, making leveling difficult.

Method used

A modular pile stabilization platform system is adopted. By cooperating with the upper and lower flange plates, the height of the truss can be adjusted. Combined with the first and second adjustment mechanisms, the posture correction of the pile gripper and guide tube can be realized to adapt to different water depths and the needs of single or four piles.

Benefits of technology

It enables flexible combinations based on water depth and requirements, saves costs, improves the positioning accuracy and construction efficiency of steel pipe piles, and reduces resource waste.

✦ Generated by Eureka AI based on patent content.

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Abstract

The application discloses a steel pipe pile construction system based on a modular pile stabilizing platform and a construction process thereof, and comprises a crane ship, a top frame I, a top frame II, a height increasing frame, a main frame and a sinking prevention plate; first pile embracing devices are arranged on the outer side of the top frame I at intervals in the up-down direction, and the first pile embracing devices are connected with the top frame I through first adjusting mechanisms to correct the posture; second pile embracing devices are arranged at the four right-angled positions of the outer side of the top frame II, and a guide cylinder is arranged on the outer side of the main frame directly below the second pile embracing devices, and the guide cylinder is fixedly connected with the main frame through a second adjusting mechanism to correct the posture; the top frame I or the top frame II is selected according to the single pile or four-pile use requirement, and then a single pile stabilizing platform or a four-pile stabilizing platform is assembled, and then the single pile stabilizing platform or the four-pile stabilizing platform is positioned through the crane ship, and then the steel pipe pile sinking operation is carried out. The application can be freely combined and replaced, and the cost is saved.
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Description

TECHNICAL FIELD

[0001] The present application relates to the technical field of offshore wind power, in particular to a steel pipe pile construction system based on a modular pile stabilizing platform and a construction process thereof. BACKGROUND

[0002] The pile stabilizing platform is a key equipment for positioning and leveling of a wind turbine foundation. The existing deep water pile stabilizing platform is mainly of a truss type, and different pile stabilizing platforms corresponding to different water depths are needed, and several pile stabilizing platforms of different specifications are needed for a wind farm with a large water depth coverage, which leads to a large resource occupation. The planar position accuracy of an offshore wind turbine foundation is relatively high, generally 300-500mm, but it is difficult to control the accuracy after the pile stabilizing platform is positioned in the sea by a floating crane, which makes it difficult to control the final position of the steel pipe pile. Moreover, the truss has a tendency to tilt forward due to the heavy clamp on the front side of the truss, which makes it difficult to keep the clamp at a horizontal angle, causing certain difficulties in leveling. Therefore, the above problems need to be solved. SUMMARY

[0003] The technical problem to be solved by the present application is to provide a steel pipe pile construction system based on a modular pile stabilizing platform and a construction process thereof. The upper flange plate and the lower flange plate are used in cooperation, the height of the truss can be adjusted according to different water depths, and the truss can be combined and replaced according to the use requirements of single piles and four piles, which saves time and effort, saves cost, and has a wide range of applications.

[0004] To solve the above technical problems, the application adopts the following technical scheme: the steel pipe pile construction system based on the modularized pile stabilizing platform, which has the following innovative points: the system comprises a crane ship, a top frame body I, a top frame body II, a height increasing frame body, a main frame body, a sinking prevention plate, a first pile gripper, a first adjusting mechanism, a second pile gripper, a second adjusting mechanism and a guide pipe; the top frame body I, the top frame body II, the height increasing frame body and the main frame body are all truss structures, and two first pile grippers for steel pipe pile sinking positioning are horizontally and symmetrically arranged on the outer side of the top frame body I; each first pile gripper is connected with the top frame body I through the first adjusting mechanism and is subjected to attitude correction through the first adjusting mechanism; second pile grippers for steel pipe pile sinking positioning are horizontally and symmetrically arranged at the four right-angle positions of the outer side of the top frame body II, and guide pipes are vertically and coaxially arranged below the second pile grippers on the outer side of the main frame body; each guide pipe is fixedly connected with the main frame body through the second adjusting mechanism and is subjected to attitude correction through the second adjusting mechanism; the top frame body I or the top frame body II is selected according to the single pile or four-pile use requirement, the height increasing frame body and the main frame body are freely selected for combination use according to different water depths, and then a single pile stabilizing platform or a four-pile stabilizing platform is assembled, and then the single pile stabilizing platform or the four-pile stabilizing platform is positioned through the cooperation of the crane ship and the vibration hammer, and then the steel pipe pile sinking operation is performed;

[0005] The first adjusting mechanism does not interfere with the insertion action of the positioning pile, and comprises a first frame plate, a second frame plate, a first rotating shaft, a base, a first hydraulic oil cylinder and a pushing block. Two first frame plates are horizontally and transversely arranged on the upper surface of the top frame body I in front of and behind each other, and a second frame plate is horizontally and longitudinally arranged between the two first frame plates in left and right sides. The height of each first frame plate is greater than the height of the corresponding second frame plate, and the left ends of the two first frame plates horizontally and vertically extend out of the left side second frame plate and are spliced into a horizontally arranged first support. A base is arranged on the outer side of the left end of each first frame plate. Each base is vertically and fixedly connected with the corresponding position on the upper surface of the top frame body I, and the first rotating shaft horizontally and longitudinally penetrates through the two bases and the two first frame plates, so that the first support is vertically and rotatably connected with the corresponding base. A first hydraulic oil cylinder is horizontally and longitudinally arranged on the right end of each first frame. Each first hydraulic oil cylinder is fixed on the corresponding position on the upper surface of the top frame body I, and the piston rod of each first hydraulic oil cylinder horizontally extends towards the corresponding first frame plate and is screw-connected with the corresponding pushing block. Each pushing block is a right triangle structure, and the inclined surface of each pushing block is arranged towards the corresponding first frame plate. A triangular groove matching the pushing block is embedded on the outer side of each first frame plate relative to the position of the pushing block, so that the first support is vertically rotated around the base under the drive of the first hydraulic oil cylinder, and the first pile holder is vertically rotated, so that the first pile holder is corrected in posture.

[0006] The first adjusting mechanism does not interfere with the insertion action of the positioning pile, and comprises a first frame plate, a second frame plate, a first rotating shaft, a base, a first hydraulic oil cylinder and a pushing block. Two first frame plates are horizontally and transversely arranged on the upper surface of the top frame body I in front of and behind each other, and a second frame plate is horizontally and longitudinally arranged between the two first frame plates in left and right sides. The height of each first frame plate is greater than the height of the corresponding second frame plate, and the left ends of the two first frame plates horizontally and vertically extend out of the left side second frame plate and are spliced into a horizontally arranged first support. A base is arranged on the outer side of the left end of each first frame plate. Each base is vertically and fixedly connected with the corresponding position on the upper surface of the top frame body I, and the first rotating shaft horizontally and longitudinally penetrates through the two bases and the two first frame plates, so that the first support is vertically and rotatably connected with the corresponding base. A first hydraulic oil cylinder is horizontally and longitudinally arranged on the right end of each first frame. Each first hydraulic oil cylinder is fixed on the corresponding position on the upper surface of the top frame body I, and the piston rod of each first hydraulic oil cylinder horizontally extends towards the corresponding first frame plate and is screw-connected with the corresponding pushing block. Each pushing block is a right triangle structure, and the inclined surface of each pushing block is arranged towards the corresponding first frame plate. A triangular groove matching the pushing block is embedded on the outer side of each first frame plate relative to the position of the pushing block, so that the first support is vertically rotated around the base under the drive of the first hydraulic oil cylinder, and the first pile holder is vertically rotated, so that the first pile holder is corrected in posture.

[0007] Preferably, the top frame I, top frame II, extension frame, and main frame are all truss structures welded and spliced ​​together from four vertical main guide pipes, several inclined reinforcing pipes, and several horizontal reinforcing pipes, and their horizontal sections are respectively matched. The height of the extension frame is less than the height of the main frame, and the inner diameter of the main guide pipes of the top frame I, top frame II, extension frame, main frame, and anti-sinking plate are all matched with the positioning piles. Rectangular horizontal symmetrical upper flanges are also provided on the upper surfaces of the corresponding main guide pipes of the extension frame, main frame, and anti-sinking plate. The lower surfaces of the corresponding main guide pipes of frame II, the heightening frame, and the main frame are each provided with a rectangular horizontally symmetrical lower flange that matches the upper flange. Each of the upper flanges and lower flanges is a ring-shaped structure that matches the positioning pile, and their positions correspond to the insertion positions of the corresponding positioning piles. Thus, through the bolted connection of the upper flanges and the corresponding lower flanges, the top frame I, the heightening frame, the main frame, and the anti-sinking plate are bolted together to form a single-pile stable platform, or the top frame II, the heightening frame, the main frame, and the anti-sinking plate are bolted together to form a four-pile stable platform.

[0008] Preferably, it further includes a first stiffener, a second stiffener, and a limiting plate; several first stiffeners are also vertically spaced and evenly distributed along the circumference between the lower surface of each upper flange and the corresponding main guide pipe of the corresponding heightening frame, main frame, and anti-sinking plate, and the corresponding upper flange is reinforced and fixed by the stiffeners; several second stiffeners are also vertically spaced and evenly distributed along the circumference between the upper surface of each lower flange and the corresponding main guide pipe of the corresponding top frame I, top frame II, heightening frame, and main frame, and the corresponding lower flange is reinforced and fixed by the second stiffeners; Each upper flange has several vertically spaced limiting plates evenly distributed along its circumference on its upper surface. Each limiting plate is vertically arranged along the radial direction of the corresponding upper flange, and all the limiting plates on the same upper flange form a circular area that matches the outer diameter of the corresponding lower flange. The limiting plates are used to position the lower flange when it is connected to the corresponding upper flange. Each upper flange and each lower flange are coaxially arranged with the corresponding positioning pile, and the positioning pile passes through the corresponding upper flange plate and lower flange plate from top to bottom, thereby positioning the single-pile stabilizing platform or the four-pile stabilizing platform.

[0009] Preferably, a hollow area for installing the second adjustment mechanism is provided at the internal center of the main frame relative to the guide tube position, and fixing plates are respectively attached and fixed on the inner side of the corresponding main guide tube of the main frame at the installation position of the guide tube; a connecting block is vertically provided at a position slightly above the outer circumference of each guide tube facing the main frame, and a hinge frame is vertically provided at a position slightly below the outer circumference of each guide tube facing the main frame, and a connecting seat is also vertically provided on the outer side of the main frame relative to the hinge frame position of the corresponding guide tube; each of the second adjustment mechanisms is supported on the bottom horizontal reinforcing tube of the hollow area of ​​the main frame, and its fixed end is screwed to the corresponding fixing plate of the main frame, and the adjusting end of each of the second adjustment mechanisms extends horizontally out of the main frame and is screwed to the connecting block of the corresponding guide tube, and the hinge frame of each guide tube is vertically hinged to the corresponding connecting seat of the main frame, thereby correcting the posture of the corresponding guide tube through the second adjustment mechanism.

[0010] Preferably, each of the second adjusting mechanisms includes a fixed frame, a fourth hydraulic cylinder, a fifth hydraulic cylinder, a first connecting flange, and a third connecting flange; each fixed frame is a cuboid truss structure, and is respectively matched with the installation position in the hollow area inside the main frame; a third connecting flange matching the fixed plate is also vertically fixed on one side of each fixed frame relative to the fixed plate position, and each third connecting flange is fixedly connected to the corresponding position of the corresponding fixed frame; each fixed frame is installed in the hollow area inside the main frame, and is respectively screwed to the corresponding fixed plate of the main frame through the third connecting flange, and supported on the horizontal reinforcing tube of the bottom plate in the central area of ​​the main frame; a fourth hydraulic cylinder is also horizontally provided on the upper surface of each fixed frame away from the guide tube. Each of the fourth hydraulic cylinders is horizontally fixed on the corresponding fixed frame, with its movable end facing the center of the corresponding guide tube. A fifth hydraulic cylinder is also coaxially and horizontally linked to each of its movable ends. Driven by the corresponding fourth hydraulic cylinder, each fifth hydraulic cylinder reciprocates horizontally along the radial direction of the guide tube on the upper surface of the corresponding fixed frame. Its movable end extends out of the main frame towards the center of the guide tube and is screwed to the connecting block of the corresponding guide tube via a first connecting flange. Each guide tube is vertically hinged to the corresponding connecting seat of the main frame via a hinge frame. Driven by the fifth hydraulic cylinder, the guide tube rotates vertically around the corresponding connecting seat of the main frame to correct its posture and ensure that the main frame does not interfere with the adjustment action of the second adjustment mechanism.

[0011] Preferably, each also includes a cylinder base, a cylinder, a first reinforcing plate, and a second connecting flange; each of the fourth hydraulic cylinders is horizontally fixed at a corresponding position on the upper surface of the corresponding fixed frame via the cylinder base, and each cylinder base does not interfere with the horizontal sliding of the corresponding fifth hydraulic cylinder; a cylinder is also coaxially sleeved and slidably mounted on each of the fifth hydraulic cylinders, and the interior of each cylinder matches the cylinder body of the corresponding fifth hydraulic cylinder and the movable end of the corresponding fourth hydraulic cylinder, thereby allowing each fifth hydraulic cylinder to horizontally reciprocate along the radial direction of the guide tube within the corresponding cylinder; one end of each cylinder near the corresponding guide tube extends horizontally and vertically outwards. Corresponding to the fixed frame, each cylinder is fixedly connected to the upper surface of the fixed frame; several first reinforcing plates are also vertically spaced between the side of each cylinder near the center of the fixed frame and the fixed frame, and the first reinforcing plates support and reinforce the corresponding cylinder; the movable end of each fourth hydraulic cylinder is screwed to the bottom of the cylinder body of the corresponding fifth hydraulic cylinder through a second connecting flange, and each second connecting flange is matched with the interior of the corresponding cylinder, and does not interfere with the horizontal sliding of the corresponding fifth hydraulic cylinder; under the push of the fourth hydraulic cylinder, the corresponding fifth hydraulic cylinder slides horizontally along the radial direction of the guide tube, thereby correcting the attitude of the corresponding guide tube.

[0012] Preferably, each cylinder further includes a first connecting member, a telescopic rod, a second connecting member, a second reinforcing plate, and a third reinforcing plate; the length of each cylinder is less than the cylinder body length of the corresponding fifth hydraulic cylinder, and a telescopic rod is vertically inclined on the side of the cylinder body of each fifth hydraulic cylinder that extends beyond the center of the fixed frame. The tail of each telescopic rod is vertically hinged to the middle position of the corresponding side of the fixed frame through the first connecting member, and its telescopic end is inclined towards the direction of the corresponding fifth hydraulic cylinder, and is vertically hinged to the corresponding position of the cylinder body of the corresponding fifth hydraulic cylinder through the second connecting member. Each second connecting member is fixedly installed on the corresponding fifth hydraulic cylinder. The cylinder body of the hydraulic cylinder extends beyond the corresponding position of the corresponding cylindrical part and is set without interfering with the corresponding cylindrical part; under the drive of the fifth hydraulic cylinder, each of the telescopic rods rotates vertically, thereby supporting and reinforcing the corresponding fifth hydraulic cylinder; each of the first connecting members is fixedly connected to the corresponding side of the fixed frame, and a second reinforcing plate is vertically provided between its lower surface and the fixed frame, and the second reinforcing plate supports and reinforces the corresponding first connecting member; a third reinforcing plate is vertically attached to the side of each second connecting member near the movable end of the corresponding fifth hydraulic cylinder, and the third reinforcing plate limits the horizontal movement of the corresponding second connecting member.

[0013] Preferably, it also includes rollers; on the upper surface of the second frame plate on the right side, rollers are provided in an arc-shaped trajectory to abut against the lower surface of the base plate, and each roller is coaxially arranged with the second rotating shaft and is respectively arranged without interfering with the second hydraulic cylinder; each roller is conical, with one end near the second rotating shaft being the small end and the other end being the large end, so as to adapt to the smaller linear velocity near the second rotating shaft when the base plate rotates, thereby ensuring the stability of the horizontal rotation of the base plate through the rollers.

[0014] The construction process of a steel pipe pile construction system based on a modular pile stabilization platform, as described in this invention, is innovative in that it includes the following steps:

[0015] Step 1: First, the crane vessel transports the top frame I, top frame II, extension frame, main frame, anti-sinking plate, first adjustment mechanism, first pile gripper, second pile gripper, second adjustment mechanism, and guide pipe to the site;

[0016] Step 2: Select either Top Frame I or Top Frame II based on the usage requirements of single piles and four piles. Then, freely choose to combine the elevating frame and the main frame according to different water depths to assemble a single pile stabilizing platform or a four pile stabilizing platform. Place the single pile stabilizing platform or the four pile stabilizing platform vertically on the outboard platform of the crane vessel.

[0017] Step 3: The crane on the crane ship places the anti-sinking plate of the monopile stabilizing platform or the four-pile stabilizing platform on the seabed, then lifts the vibratory hammer, and positions and stabilizes the monopile stabilizing platform or the four-pile stabilizing platform through four positioning piles.

[0018] Step 4: Then the crane on the crane ship lifts the vibratory hammer to drive the steel pipe pile into the ground. During this process, the first adjustment mechanism performs triple attitude correction on the first pile gripper, or the second adjustment mechanism performs attitude correction on the guide tube, thereby ensuring the guidance and positioning of the steel pipe pile.

[0019] Step 5: After the steel pipe piles are driven into the ground, the vibratory hammer is retrieved by the crane of the crane ship, and then the single-pile stabilizing platform or the four-pile stabilizing platform is retrieved. Then the crane ship leaves the site.

[0020] Preferably, in step two above, if a single pile is required, the first pile gripper is first connected to the top frame I through the first adjustment mechanism, and then the top frame I, the extension frame, the main frame, and the anti-sinking plate are screwed together and fixed to each other through the cooperation of the upper and lower flanges, thereby forming a single pile stabilizing platform; if four piles are required, the second pile gripper is first connected to the top frame II, the guide pipe is connected to the main frame through the second adjustment mechanism, and then the top frame II, the extension frame, the main frame, and the anti-sinking plate are screwed together and fixed to each other through the cooperation of the upper and lower flanges, thereby forming a four pile stabilizing platform.

[0021] The beneficial effects of this invention are:

[0022] (1) The present invention uses the upper flange plate and the lower flange plate together to adjust the truss height according to different water depths, and can also be combined and replaced according to the use requirements of single pile and four piles, which saves time and effort, saves costs, and has a wide range of applications.

[0023] (2) By setting the first adjustment mechanism, the first pile holder has the ability to correct its posture, which can compensate for the horizontal deviation caused by the positioning of the single pile stabilizing platform, and can also compensate for the tilt angle deviation of the single pile stabilizing platform, thereby improving construction efficiency and construction quality.

[0024] (3) By setting a second adjustment mechanism, the present invention enables the guide tube to have posture correction capability, which can compensate for the horizontal deviation caused by the positioning of the four-pile stabilizing platform, and can also compensate for the tilt angle deviation of the four-pile stabilizing platform, thereby improving construction efficiency and construction quality.

[0025] (4) By setting a limiting plate, the present invention plays a limiting role in the process of combined screw connection, thereby improving the screw connection fixing accuracy and construction efficiency. Attached Figure Description

[0026] To more clearly illustrate the technical solutions in the embodiments of the present invention, the accompanying drawings used in the embodiments will be briefly introduced below. Obviously, the drawings described below are only some embodiments recorded in 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 top frame I in this invention.

[0028] Figure 2 for Figure 1 Top view.

[0029] Figure 3 for Figure 2 A schematic diagram of the first regulating mechanism.

[0030] Figure 4 for Figure 3 A schematic diagram of the joint between the first hydraulic cylinder and the first bracket.

[0031] Figure 5 This is a schematic diagram of the top frame II in this invention.

[0032] Figure 6 This is a schematic diagram of the height-increasing frame in this invention.

[0033] Figure 7 This is a schematic diagram of the main frame structure in this invention.

[0034] Figure 8 for Figure 7 An enlarged schematic diagram of part A in the middle.

[0035] Figure 9 for Figure 7 Enlarged diagram of part B.

[0036] Figure 10 This is a schematic diagram of the anti-sinking plate in this invention.

[0037] Figure 11 This is a schematic diagram of the structure of the second adjustment mechanism in this invention.

[0038] Figure 12 This is a schematic diagram of the guide cylinder in this invention.

[0039] Figure 13 This is a schematic diagram showing the connection between the main frame, the second adjustment mechanism, and the guide cylinder of the present invention.

[0040] Figure 14 This is a schematic diagram of the assembly of the monopile stabilization platform of the present invention.

[0041] Figure 15 This is a schematic diagram of the transportation status of the monopile stabilization platform of the present invention.

[0042] Figure 16 for Figure 15 Top view.

[0043] Figure 17 This is a schematic diagram of the positioning of the single-pile stabilization platform of the present invention.

[0044] Figure 18 This is a schematic diagram of the positioning pile driving of the single-pile stabilization platform of the present invention.

[0045] Figure 19 This is a schematic diagram of the steel pipe pile driving method based on the single pile stabilization platform of the present invention.

[0046] Figure 20 This is a schematic diagram of the assembly of the four-pile stabilizing platform of the present invention.

[0047] Figure 21 This is a schematic diagram of the transportation status of the four-pile stabilizing platform of the present invention.

[0048] Figure 22 for Figure 21 Top view.

[0049] Figure 23 This is a schematic diagram of the positioning of the four-pile stabilizing platform of the present invention.

[0050] Figure 24 This is a schematic diagram of the positioning pile driving of the four-pile stabilizing platform of the present invention.

[0051] Figure 25 This is a schematic diagram of the steel pipe pile driving method based on the four-pile stabilization platform of the present invention.

[0052] Among them, 1-Top Frame I; 2-Top Frame II; 3-Elevating Frame; 4-Main Frame; 5-Anti-sinking Plate; 6-First Adjustment Mechanism; 7-Second Adjustment Mechanism; 8-Guide Pipe; 9-First Pile Holder; 10-Second Pile Holder; 11-Crane Vessel; 12-Cyclerk; 13-Vibratory Hammer; 14-Positioning Pile; 15-Steel Pipe Pile; 16-Outboard Platform; 41-Upper Flange; 42-Lower Flange; 43-First Rib Plate; 44-Limiting Plate; 45-Fixing Plate; 46-Connecting Seat; 47-Second Rib Plate; 601-First Frame Plate; 602-Second Frame Plate; 603-First Rotating Shaft; 604-Base; 605-Base Plate; 606- Second rotating shaft; 607-roller; 608-first hydraulic cylinder; 609-pushing block; 610-second hydraulic cylinder; 611-moving plate; 612-connecting plate; 613-third hydraulic cylinder; 701-fixed frame; 702-third connecting flange; 703-third reinforcing plate; 704-second reinforcing plate; 705-first connecting flange; 706-cylinder base; 707-fourth hydraulic cylinder; 708-cylinder; 709-fifth hydraulic cylinder; 710-second connecting flange; 711-first reinforcing plate; 712-telescopic rod; 713-first connecting piece; 714-second connecting piece; 81-connecting block; 82-hinged frame. Detailed Implementation

[0053] The technical solution of the present invention will be clearly and completely described below through specific embodiments.

[0054] This invention discloses a steel pipe pile construction system based on a modular pile stabilization platform, comprising a crane vessel 11, a top frame I1, a top frame II2, a heightening frame 3, a main frame 4, an anti-sinking plate 5, a first pile gripper 9, a first adjustment mechanism 6, a second pile gripper 10, a second adjustment mechanism 7, and a guide pipe 8; the specific structure is as follows: Figures 1-13As shown, the top frame I1, top frame II2, elevated frame 3, and main frame 4 are all truss structures welded and spliced ​​together from four vertical main guide pipes, several inclined reinforcing pipes, and several horizontal reinforcing pipes, and their horizontal sections are matched respectively. The height of elevated frame 3 is less than the height of main frame 4, and the inner diameter of the main guide pipes of top frame I1, top frame II2, elevated frame 3, main frame 4, and anti-sinking plate 5 are all matched with the positioning pile 14. On the upper surface of the corresponding main guide pipes of elevated frame 3, main frame 4, and anti-sinking plate 5, upper flanges 41 are respectively provided in a rectangular horizontal symmetrical manner. Furthermore, the lower surface of the corresponding main pipe of the main frame 4 is also provided with a rectangular horizontally symmetrical lower flange 42 that matches the upper flange 41; each upper flange 41 and lower flange 42 is a ring-shaped structure that matches the positioning pile 14, and its setting position corresponds to the insertion position of the corresponding positioning pile 14. Thus, through the screw connection of the upper flange 41 and the corresponding lower flange 42, the top frame I1, the heightening frame 3, the main frame 4 and the anti-sinking plate 5 can be screwed together to form a single pile stabilizing platform, or the top frame II2, the heightening frame 3, the main frame 4 and the anti-sinking plate 5 can be screwed together to form a four pile stabilizing platform.

[0055] In this invention, several first stiffening plates 43 are vertically and evenly distributed along the circumference of each upper flange 41 between its lower surface and the corresponding main guide pipe of the corresponding heightening frame 3, main frame 4, and anti-sinking plate 5, and the corresponding upper flange 41 is reinforced and fixed by the stiffening plates; for example Figure 7 , Figure 8 As shown, several second stiffening plates 47 are evenly distributed vertically along the circumference between the upper surface of each lower flange 42 and the corresponding main pipes of the corresponding top frame I1, top frame II2, elevating frame 3, and main frame 4, and the corresponding lower flange 42 is reinforced and fixed by the second stiffening plates 47; several limiting plates 44 are evenly distributed vertically along the circumference of the upper surface of each upper flange 41, each limiting plate 44 is set vertically along the radial direction of the corresponding upper flange 41, and all the limiting plates 44 on the same upper flange 41 form a circular area that matches the outer diameter of the corresponding lower flange 42, thereby positioning the lower flange 42 when it is connected to the corresponding upper flange 41 by the limiting plates 44; each upper flange 41 and each lower flange 42 are coaxially arranged with the corresponding positioning pile 14, and the positioning pile 14 passes through the corresponding upper flange 41 plate and lower flange 42 plate from top to bottom, thereby positioning the single pile stabilizing platform or the four pile stabilizing platform.

[0056] The present invention also provides two first pile grippers 9 for positioning the steel pipe piles 15 by horizontal symmetry at vertical intervals on one outer side of the top frame I1, as shown below. Figures 1-13As shown, each first pile gripper 9 is connected to the top frame I1 via a first adjustment mechanism 6, and its posture is corrected by the first adjustment mechanism 6. At the four right angles on the outer side of the top frame II2, second pile grippers 10 are horizontally symmetrically arranged for positioning the steel pipe piles 15. Furthermore, guide cylinders are vertically and coaxially arranged on the outer side of the main frame 4, directly below the second pile grippers 10. Each guide cylinder is screwed to the main frame 4 via a second adjustment mechanism 7, and its posture is corrected by the second adjustment mechanism 7. This invention selects either the top frame I1 or the top frame II2 according to the needs of single or four pile applications. Then, depending on the water depth, the raising frame 3 and the main frame 4 are freely selected for combination, thereby assembling a single-pile stabilizing platform or a four-pile stabilizing platform. Then, through the cooperation of the crane 12 and vibratory hammer 13 on the crane vessel 11, the single-pile stabilizing platform or the four-pile stabilizing platform is first positioned, and then the steel pipe pile 15 is driven.

[0057] A hollow area for installing the second adjustment mechanism 7 is provided at the center of the main frame 4 relative to the guide tube 8, and fixing plates 45 are respectively attached and fixed to the inner side of the corresponding main guide tube of the main frame 4 at the installation position of the guide tube 8; Figure 7 , Figure 9 , Figure 12 , Figure 13 As shown, a connecting block 81 is vertically provided on the outer circumferential surface of each guide tube 8 at a position slightly above the main frame 4, and a hinge frame 82 is vertically provided on the outer circumferential surface of each guide tube 8 at a position slightly below the main frame 4. A connecting seat 46 is also vertically provided on the outer side of the main frame 4 at the position of the hinge frame 82 corresponding to the guide tube 8. Each second adjustment mechanism 7 is supported on the bottom horizontal reinforcing tube of the hollow area of ​​the main frame 4, and its fixed end is screwed to the corresponding fixed plate 45 of the main frame 4. The adjustment end of each second adjustment mechanism 7 extends horizontally out of the main frame 4 and is screwed to the connecting block 81 of the corresponding guide tube 8. The hinge frame 82 of each guide tube 8 is vertically hinged to the corresponding connecting seat 46 of the main frame 4, thereby correcting the posture of the corresponding guide tube 8 through the second adjustment mechanism 7.

[0058] Each of the second adjusting mechanisms 7 in this invention includes a fixed frame 701, a fourth hydraulic cylinder 707, a fifth hydraulic cylinder 709, a first connecting flange 705, a third connecting flange 702, a cylinder base 706, a cylinder 708, a first reinforcing plate 711, a second connecting flange 710, a first connecting piece 713, a telescopic rod 712, a second connecting piece 714, a second reinforcing plate 704, and a third reinforcing plate 703; as shown Figures 11-13As shown, each fixing frame 701 is a cuboid truss structure, and each is matched with the installation position in the hollow area inside the main frame 4. On one side of each fixing frame 701, at a position relative to the fixing plate 45, a third connecting flange 702 matching the fixing plate 45 is vertically fixed, and each third connecting flange 702 is fixedly connected to the corresponding position of the corresponding fixing frame 701. Each fixing frame 701 is installed in the hollow area inside the main frame 4, and is screwed to the corresponding fixing plate 45 of the main frame 4 via the third connecting flange 702, and supported on the horizontal reinforcing tube of the bottom plate 605 in the central area of ​​the main frame 4. A fourth hydraulic cylinder 707 is horizontally installed on the upper surface of each fixing frame 701 away from the guide tube 8, and each fourth hydraulic cylinder 707 is horizontally fixed to the corresponding fixing frame. On 701, its movable ends are respectively set towards the center of the corresponding guide tube 8, and a fifth hydraulic cylinder 709 is also coaxially and horizontally linked at its movable end. Under the push of the corresponding fourth hydraulic cylinder 707, each fifth hydraulic cylinder 709 performs horizontal reciprocating motion along the radial direction of the guide tube 8 on the upper surface of the corresponding fixed frame 701, and its movable end extends out of the main frame 4 towards the center of the guide tube 8, and is screwed to the connecting block 81 of the corresponding guide tube 8 through the first connecting flange 705. Each guide tube 8 is vertically hinged to the corresponding connecting seat 46 of the main frame 4 through the hinge frame 82. Then, under the drive of the fifth hydraulic cylinder 709, the guide tube 8 rotates vertically around the corresponding connecting seat 46 of the main frame 4 to correct the posture of the guide tube 8 and ensure that the main frame 4 does not interfere with the adjustment action of the second adjustment mechanism 7.

[0059] like Figures 11-13As shown, each fourth hydraulic cylinder 707 is horizontally fixed at a corresponding position on the upper surface of the corresponding fixed frame 701 via a cylinder base 706, and each cylinder base 706 does not interfere with the horizontal sliding of the corresponding fifth hydraulic cylinder 709. A cylinder 708 is coaxially sleeved and slidably mounted on each fifth hydraulic cylinder 709, and the interior of each cylinder 708 matches the cylinder body of the corresponding fifth hydraulic cylinder 709 and the movable end of the corresponding fourth hydraulic cylinder 707, thereby allowing each fifth hydraulic cylinder 709 to reciprocate horizontally along the guide tube 8 within the corresponding cylinder 708. One end of each cylinder 708 near the corresponding guide tube 8 extends horizontally and vertically out of the corresponding fixed frame 701, and is respectively connected to the corresponding fixed frame 701. The upper surface of 1 is fixedly connected; several first reinforcing plates 711 are also vertically arranged at intervals between the side of each cylinder 708 near the center of the fixed frame 701 and the fixed frame 701, and the corresponding cylinder 708 is supported and reinforced by the first reinforcing plates 711; the movable end of each fourth hydraulic cylinder 707 is screwed to the bottom of the cylinder body of the corresponding fifth hydraulic cylinder 709 by the second connecting flange 710, and each second connecting flange 710 is matched with the interior of the corresponding cylinder 708, and does not interfere with the horizontal sliding of the corresponding fifth hydraulic cylinder 709; under the push of the fourth hydraulic cylinder 707, the corresponding fifth hydraulic cylinder 709 slides horizontally along the radial direction of the guide tube 8, thereby correcting the attitude of the corresponding guide tube 8.

[0060] like Figures 11-13As shown, the length of each cylinder 708 is less than the cylinder length of the corresponding fifth hydraulic cylinder 709. A telescopic rod 712 is vertically inclined on the side of the fifth hydraulic cylinder 709 extending beyond the center of the corresponding cylinder 708, near the center of the fixing frame 701. The tail of each telescopic rod 712 is vertically hinged to the corresponding side of the fixing frame 701 at the middle position via a first connecting member 713. The telescopic ends are inclined towards the corresponding fifth hydraulic cylinder 709 and vertically hinged to the corresponding position of the cylinder body of the fifth hydraulic cylinder 709 via second connecting members 714. Each second connecting member 714 is fixedly installed at the corresponding position of the portion of the cylinder body of the fifth hydraulic cylinder 709 extending beyond the corresponding cylinder 708. Each of the first connecting rods 712 is positioned so as not to interfere with the corresponding cylinder 708. Under the drive of the fifth hydraulic cylinder 709, each telescopic rod 712 rotates vertically, thereby supporting and reinforcing the corresponding fifth hydraulic cylinder 709. Each first connecting rod 713 is fixedly connected to the corresponding side of the fixed frame 701, and a second reinforcing plate 704 is vertically provided between its lower surface and the fixed frame 701, and the second reinforcing plate 704 supports and reinforces the corresponding first connecting rod 713. A third reinforcing plate 703 is vertically attached to the side of each second connecting rod 714 near the movable end of the corresponding fifth hydraulic cylinder 709, and the third reinforcing plate 703 limits the horizontal movement of the corresponding second connecting rod 714.

[0061] The first adjustment mechanism 6 of this invention does not interfere with the insertion action of the positioning pile 14, and includes a first frame plate 601, a second frame plate 602, a first rotating shaft 603, a base 604, a first hydraulic cylinder 608, a jacking block 609, a base plate 605, a second rotating shaft 606, a second hydraulic cylinder, a moving plate 611, a connecting plate 612, a third hydraulic cylinder, and rollers 607; Figures 1-4As shown, two first frame plates 601 are horizontally spaced at intervals on the upper surface of the top frame I1, and two second frame plates 602 are horizontally spaced at intervals between the two first frame plates 601. The height of each first frame plate 601 is greater than the height of the corresponding second frame plate 602, and the left ends of the two first frame plates 601 extend horizontally and vertically to form a second frame plate 602 on the left side, which is then spliced ​​together to form a horizontally set first support. Bases 604 are respectively provided on the outer left ends of the two first frame plates 601. Each base 604 is vertically fixed to a corresponding position on the upper surface of the top frame I1, and a first rotating shaft 603 passes horizontally and vertically through the two bases 604 and the two first frame plates 601, thereby allowing the first support to be vertically rotatably connected to the corresponding base 604. The right end of the frame is also provided with a first hydraulic cylinder 608 in a horizontal and longitudinal direction. Each first hydraulic cylinder 608 is fixed at a corresponding position on the upper surface of the top frame I1, and its piston rod extends horizontally toward the corresponding first frame plate 601 and is screwed to the corresponding push block 609. Each push block 609 is a right-angled triangular structure, and its inclined surface is set toward the corresponding first frame plate 601. A triangular groove matching the push block 609 is also embedded on the outer side of each first frame plate 601 at the position relative to the push block 609. Then, through the cooperation of the push block 609 and the triangular groove, under the drive of the first hydraulic cylinder 608, the first bracket rotates vertically around the base 604, thereby driving the first pile gripper 9 to rotate vertically and perform a posture correction on the first pile gripper 9.

[0062] like Figures 1-4 As shown, a base plate 605 is horizontally arranged between the two second frame plates 602, and the upper surface of the base plate 605 does not exceed the upper surface range of the corresponding first frame plate 601. The left end of the base plate 605 is horizontally rotatably connected to the left-side second frame plate 602 via a second rotating shaft 606, and a second hydraulic cylinder 610 is horizontally longitudinally arranged between its right end and the corresponding first frame plate 601 on both sides. The tail of each second hydraulic cylinder 610 is horizontally hinged to the inner side of the corresponding first frame plate 601, and its piston rod is horizontally hinged to the corresponding side of the base plate 605, thereby driving the base plate 605 to rotate. The first support rotates horizontally to perform secondary attitude correction on the first pile gripper 9. On the upper surface of the second frame plate 602 on the right side, rollers 607 are arranged in an arc-shaped trajectory, abutting against the lower surface of the base plate 605. Each roller 607 is coaxially aligned with the second rotating shaft 606 and is independently connected to the second hydraulic cylinder 610. Each roller 607 is conical, with a smaller end near the second rotating shaft 606 and a larger end, to accommodate a lower linear velocity near the second rotating shaft 606 when the base plate 605 rotates, thereby ensuring the stability of the horizontal rotation of the base plate 605.

[0063] like Figures 1-4 As shown, a movable plate 611 is horizontally and laterally slidably connected to the upper surface of the base plate 605, and the right end of the movable plate 611 is connected to the fixed end of the horizontally set first pile gripper 9. Connecting plates 612 are horizontally fixed on both the front and rear sides of the middle position of the base plate 605, and a third hydraulic cylinder 613 is horizontally and laterally arranged on the side of each connecting plate 612 near the first pile gripper 9. The tail of each third hydraulic cylinder 613 is fixedly connected to the upper surface of the base plate 605, and its piston rod is screwed to the corresponding connecting plate 612, thereby pushing the movable plate 611 to move horizontally and laterally, and performing the third posture correction of the first pile gripper 9.

[0064] The construction process of a steel pipe pile construction system based on a modular pile stabilization platform, as described in this invention, is innovative in that it includes the following steps:

[0065] Step 1: First, the crane vessel 11 transports the top frame I1, top frame II2, heightening frame 3, main frame 4, anti-sinking plate 5, first adjustment mechanism 6, first pile gripper 9, second pile gripper 10, second adjustment mechanism 7, and guide pipe 8 to the site.

[0066] Step 2: Select either top frame I1 or top frame II2 according to the usage requirements of single pile and four pile, and then freely select the heightening frame 3 and main frame 4 according to different water depths to combine them, thereby assembling a single pile stabilizing platform or a four pile stabilizing platform, and placing the single pile stabilizing platform or the four pile stabilizing platform vertically on the outer platform 16 of the crane vessel 11.

[0067] In the above steps, if a single pile is required, the first pile gripper 9 is first connected to the top frame I1 through the first adjusting mechanism 6. Then, through the cooperation of the upper flange 41 and the lower flange 42, the top frame I1, the elevating frame 3, the main frame 4, and the anti-sinking plate 5 are screwed together to form a single pile stabilizing platform. If four piles are required, the second pile gripper 10 is first connected to the top frame II2. The guide pipe 8 is connected to the main frame 4 through the second adjusting mechanism 7. Then, through the cooperation of the upper flange 41 and the lower flange 42, the top frame II2, the elevating frame 3, the main frame 4, and the anti-sinking plate 5 are screwed together to form a four pile stabilizing platform.

[0068] Step 3: The crane 12 on the crane vessel 11 places the anti-sinking plate 5 of the single-pile stabilizing platform or the four-pile stabilizing platform on the seabed, then lifts the vibratory hammer 13, and uses four positioning piles 14 to position and stabilize the single-pile stabilizing platform or the four-pile stabilizing platform.

[0069] Step 4: Then, the crane 12 on the crane ship 11 lifts the vibratory hammer 13 to press and drive the steel pipe pile 15. During this process, the first pile gripper 9 is triple-positioned through the first adjustment mechanism 6, or the guide tube 8 is positioned through the second adjustment mechanism 7, so as to ensure the guidance and positioning of the steel pipe pile 15.

[0070] Step 5: After the steel pipe piles 15 are driven into the ground, the vibratory hammer 13 is retrieved by the crane 12 of the crane vessel 11, and then the single pile stabilizing platform or the four pile stabilizing platform is retrieved. Then the crane vessel 11 leaves the site.

[0071] The beneficial effects of this invention are:

[0072] (1) The present invention uses the upper flange 41 plate and the lower flange 42 plate together to adjust the truss height according to different water depths, and can also be combined and replaced according to the use requirements of single pile and four piles, which saves time and effort, saves costs, and has a wide range of applications.

[0073] (2) By setting the first adjustment mechanism 6, the first pile holder 9 has the ability to correct posture, which can compensate for the horizontal deviation caused by the positioning of the single pile stabilizing platform, and can also compensate for the tilt angle deviation of the single pile stabilizing platform, thereby improving construction efficiency and construction quality.

[0074] (3) By setting the second adjustment mechanism 7, the present invention enables the guide tube 8 to have posture correction capability, which can compensate for the horizontal deviation caused by the positioning of the four-pile stabilizing platform, and can also compensate for the tilt angle deviation of the four-pile stabilizing platform, thereby improving construction efficiency and construction quality.

[0075] (4) By setting a limiting plate 44, the present invention plays a limiting role in the process of combined screw connection, thereby improving the screw connection fixing accuracy and construction efficiency.

[0076] The embodiments described above are merely preferred embodiments of the present invention and are not intended to limit the concept and scope of the present invention. Without departing from the design concept of the present invention, all modifications and improvements made by those skilled in the art to the technical solutions of the present invention should fall within the protection scope of the present invention. The technical content for which protection is sought in the present invention has been fully described in the technical requirements.

Claims

1. A steel pipe pile construction system based on a modular pile stabilization platform, characterized in that: The system includes a crane vessel, a top frame I, a top frame II, a heightening frame, a main frame, an anti-sinking plate, a first pile gripper, a first adjustment mechanism, a second pile gripper, a second adjustment mechanism, and a guide pipe. The top frame I, top frame II, heightening frame, and main frame are all truss structures. On one outer side of the top frame I, two first pile grippers for positioning steel pipe piles are horizontally symmetrically spaced vertically. Each first pile gripper is connected to the top frame I via a first adjustment mechanism, and its attitude is corrected by the first adjustment mechanism. On the outer side of the top frame II, at four right angles, there are also horizontally symmetrically arranged tools for positioning steel pipe piles. The second pile gripper for pile positioning, and guide cylinders are respectively vertically and coaxially provided on the outer side of the middle position of the main frame relative to the direct below of the second pile gripper. Each guide cylinder is screwed to the main frame through the second adjustment mechanism and is corrected in posture by the second adjustment mechanism. The top frame I or top frame II is selected according to the single pile or four pile usage requirements. Then, the heightening frame and the main frame are freely selected and combined according to different water depths to assemble a single pile stabilizing platform or a four pile stabilizing platform. Then, with the cooperation of the crane and vibratory hammer on the crane ship, the single pile stabilizing platform or the four pile stabilizing platform is first positioned, and then the steel pipe pile driving operation is carried out. The first adjustment mechanism does not interfere with the insertion action of the positioning piles, and includes a first frame plate, a second frame plate, a first rotating shaft, a base, a first hydraulic cylinder, and a jacking block. Two first frame plates are horizontally spaced at intervals on the upper surface of the top frame I, and a second frame plate is horizontally spaced at intervals between the two first frame plates. The height of each first frame plate is greater than the height of the corresponding second frame plate, and the left ends of the two first frame plates extend horizontally and vertically to form a second frame plate on the left side, which is then joined to form a horizontally arranged first support. Bases are respectively provided on the outer left sides of the two first frame plates, and each base is vertically fixed to a corresponding position on the upper surface of the top frame I. The first rotating shaft passes horizontally and vertically through the two bases and two... The first frame plate enables the first support to be vertically rotatably connected to the corresponding base. At the right end of each first frame, a first hydraulic cylinder is horizontally and longitudinally mounted. Each first hydraulic cylinder is fixed to a corresponding position on the upper surface of the top frame I, and its piston rod extends horizontally towards the corresponding first frame plate and is screwed to the corresponding push block. Each push block is a right-angled triangular structure with its inclined surface facing the corresponding first frame plate. A triangular groove matching the push block is embedded on the outer side of each first frame plate relative to the push block position. Through the cooperation of the push block and the triangular groove, driven by the first hydraulic cylinder, the first support rotates vertically around the base, thereby driving the first pile gripper to rotate vertically and perform an attitude correction on the first pile gripper. It also includes a base plate, a second rotating shaft, a second hydraulic cylinder, a moving plate, a connecting plate, and a third hydraulic cylinder; a base plate is also horizontally arranged between the two second frame plates, and the upper surface of the base plate does not exceed the upper surface range of the corresponding first frame plate; the left end of the base plate is horizontally rotatably connected to the left side of the second frame plate via the second rotating shaft, and a second hydraulic cylinder is horizontally longitudinally arranged between the front and rear sides of its right end and the corresponding first frame plate, respectively. The tail of each second hydraulic cylinder is horizontally hinged to the inner side of the corresponding first frame plate, and its piston rod is horizontally hinged to the corresponding side of the base plate, thereby driving the base plate to rotate around the first bracket. A horizontal rotation is performed to correct the attitude of the first pile gripper a second time. A moving plate is also horizontally slidably connected to the upper surface of the base plate, and the right end of the moving plate is connected to the fixed end of the horizontally positioned first pile gripper. Connecting plates are also horizontally fixed on both the front and rear sides of the middle position of the base plate. A third hydraulic cylinder is also horizontally mounted on the side of each connecting plate near the first pile gripper. The tail of each third hydraulic cylinder is fixedly connected to the upper surface of the base plate, and its piston rod is screwed to the corresponding connecting plate. This pushes the moving plate to move horizontally, thus correcting the attitude of the first pile gripper a third time.

2. The steel pipe pile construction system based on a modular pile stabilization platform according to claim 1, characterized in that: The top frame I, top frame II, extension frame, and main frame are all truss structures welded and spliced ​​together from four vertical main guide pipes, several inclined reinforcing pipes, and several horizontal reinforcing pipes, with their horizontal cross sections matching each other. The height of the extension frame is less than the height of the main frame, and the inner diameter of the main guide pipes of the top frame I, top frame II, extension frame, main frame, and anti-sinking plate all match the positioning piles. Rectangular horizontal symmetrical upper flanges are also provided on the upper surfaces of the corresponding main guide pipes of the extension frame, main frame, and anti-sinking plate. II. The lower surfaces of the corresponding main guide pipes of the heightening frame and the main frame are also provided with rectangular horizontally symmetrical lower flanges that match the upper flanges; each of the upper flanges and lower flanges is a ring-shaped structure that matches the positioning piles, and their positions correspond to the insertion positions of the corresponding positioning piles. Thus, through the bolted connection of the upper flanges and the corresponding lower flanges, the top frame I, the heightening frame, the main frame, and the anti-sinking plate are bolted together to form a single-pile stable platform, or the top frame II, the heightening frame, the main frame, and the anti-sinking plate are bolted together to form a four-pile stable platform.

3. The steel pipe pile construction system based on a modular pile stabilization platform according to claim 2, characterized in that: It also includes a first stiffener, a second stiffener, and a limiting plate; several first stiffeners are vertically spaced and evenly distributed along the circumference between the lower surface of each upper flange and the corresponding main guide pipe of the corresponding heightening frame, main frame, and anti-sinking plate, and the corresponding upper flange is reinforced and fixed by the stiffeners; several second stiffeners are vertically spaced and evenly distributed along the circumference between the upper surface of each lower flange and the corresponding main guide pipe of the corresponding top frame I, top frame II, heightening frame, and main frame, and the corresponding lower flange is reinforced and fixed by the second stiffeners; in each The upper surface of the upper flange is also provided with several vertically spaced limiting plates evenly distributed along its circumference. Each limiting plate is vertically arranged along the radial direction of the corresponding upper flange, and all the limiting plates on the same upper flange form a circular area that matches the outer diameter of the corresponding lower flange. The limiting plates are used to position the lower flange when it is connected to the corresponding upper flange. Each upper flange and each lower flange are coaxially arranged with the corresponding positioning pile, and the positioning pile passes through the corresponding upper flange plate and lower flange plate from top to bottom, thereby positioning the single-pile stabilizing platform or the four-pile stabilizing platform.

4. A steel pipe pile construction system based on a modular pile stabilization platform according to claim 2, characterized in that: A hollow area for installing the second adjustment mechanism is provided at the center of the main frame relative to the guide tube position. Fixing plates are also fixedly attached to the inner side of the corresponding main guide tube of the main frame at the installation position relative to the guide tube. A connecting block is vertically provided on the outer circumference of each guide tube at a position slightly above the main frame, and a hinge frame is vertically provided on the outer circumference of each guide tube at a position slightly below the main frame. A connecting seat is also vertically provided on the outer side of the main frame relative to the hinge frame position of the corresponding guide tube. Each second adjustment mechanism is supported on the bottom horizontal reinforcing tube of the hollow area of ​​the main frame, and its fixed end is screwed to the corresponding fixing plate of the main frame. The adjusting end of each second adjustment mechanism extends horizontally out of the main frame and is screwed to the connecting block of the corresponding guide tube. The hinge frame of each guide tube is vertically hinged to the corresponding connecting seat of the main frame, thereby correcting the posture of the corresponding guide tube through the second adjustment mechanism.

5. A steel pipe pile construction system based on a modular pile stabilization platform according to claim 4, characterized in that: Each of the second adjustment mechanisms includes a fixed frame, a fourth hydraulic cylinder, a fifth hydraulic cylinder, a first connecting flange, and a third connecting flange; each fixed frame is a cuboid truss structure, and is respectively matched with the installation position in the hollow area inside the main frame; a third connecting flange matching the fixed plate is also vertically fixed on one side of each fixed frame relative to the fixed plate position, and each third connecting flange is fixedly connected to the corresponding position of the corresponding fixed frame; each fixed frame is installed in the hollow area inside the main frame, and is respectively screwed to the corresponding fixed plate of the main frame through the third connecting flange, and supported on the horizontal reinforcing tube of the bottom plate in the central area of ​​the main frame; a fourth hydraulic cylinder is also horizontally provided on the upper surface of each fixed frame away from the guide tube, and each... The fourth hydraulic cylinders are horizontally fixed on the corresponding fixed frames, with their movable ends facing the center of the corresponding guide tubes. A fifth hydraulic cylinder is also coaxially and horizontally linked to each of its movable ends. Driven by the corresponding fourth hydraulic cylinders, each fifth hydraulic cylinder reciprocates horizontally along the radial direction of the guide tube on the upper surface of the corresponding fixed frame. Its movable end extends out of the main frame towards the center of the guide tube and is screwed to the connecting block of the corresponding guide tube via a first connecting flange. Each guide tube is vertically hinged to the corresponding connecting seat of the main frame via a hinge frame. Driven by the fifth hydraulic cylinders, the guide tube rotates vertically around the corresponding connecting seat of the main frame to correct its posture and ensure that the main frame does not interfere with the adjustment actions of the second adjustment mechanism.

6. A steel pipe pile construction system based on a modular pile stabilization platform according to claim 5, characterized in that: Each of the components includes a cylinder base, a cylinder, a first reinforcing plate, and a second connecting flange. Each fourth hydraulic cylinder is horizontally fixed at a corresponding position on the upper surface of the corresponding fixed frame via a cylinder base, and each cylinder base does not interfere with the horizontal sliding of the corresponding fifth hydraulic cylinder. A cylinder is coaxially sleeved and slidably mounted on each fifth hydraulic cylinder, and the interior of each cylinder matches the cylinder body of the corresponding fifth hydraulic cylinder and the movable end of the corresponding fourth hydraulic cylinder, thereby allowing each fifth hydraulic cylinder to reciprocate horizontally along the radial direction of the guide tube within the corresponding cylinder. One end of each cylinder near the corresponding guide tube extends horizontally and vertically outwards from the corresponding... The fixed frame is fixedly connected to the upper surface of the corresponding fixed frame; several first reinforcing plates are vertically arranged at intervals on one side of each cylinder near the center of the fixed frame, and the corresponding cylinder is supported and reinforced by the first reinforcing plates; the movable end of each fourth hydraulic cylinder is screwed to the bottom of the cylinder body of the corresponding fifth hydraulic cylinder by a second connecting flange, and each second connecting flange is matched with the interior of the corresponding cylinder, and does not interfere with the horizontal sliding of the corresponding fifth hydraulic cylinder; under the push of the fourth hydraulic cylinder, the corresponding fifth hydraulic cylinder slides horizontally along the radial direction of the guide tube, thereby correcting the attitude of the corresponding guide tube.

7. A steel pipe pile construction system based on a modular pile stabilization platform according to claim 6, characterized in that: Each cylinder also includes a first connecting member, a telescopic rod, a second connecting member, a second reinforcing plate, and a third reinforcing plate. The length of each cylinder is less than the cylinder body length of the corresponding fifth hydraulic cylinder. A telescopic rod is vertically inclined on the side of each fifth hydraulic cylinder extending beyond the center of the corresponding cylinder, near the fixed frame. The tail of each telescopic rod is vertically hinged to the corresponding side of the fixed frame at the middle position via the first connecting member. The telescopic ends are inclined towards the corresponding fifth hydraulic cylinder and vertically hinged to the corresponding position of the cylinder body of the corresponding fifth hydraulic cylinder via the second connecting member. Each second connecting member is fixedly installed on the corresponding fifth hydraulic cylinder. The cylinder body extends beyond the corresponding position of the corresponding cylindrical part and is configured to not interfere with the corresponding cylindrical part; under the drive of the fifth hydraulic cylinder, each of the telescopic rods rotates vertically, thereby supporting and reinforcing the corresponding fifth hydraulic cylinder; each of the first connecting members is fixedly connected to the corresponding side of the fixed frame, and a second reinforcing plate is vertically provided between its lower surface and the fixed frame, and the second reinforcing plate supports and reinforces the corresponding first connecting member; a third reinforcing plate is vertically attached to the side of each second connecting member near the movable end of the corresponding fifth hydraulic cylinder, and the third reinforcing plate limits the horizontal movement of the corresponding second connecting member.

8. A steel pipe pile construction system based on a modular pile stabilization platform according to claim 7, characterized in that: It also includes rollers; on the upper surface of the second frame plate on the right side, there are rollers with an arc-shaped trajectory that abut against the lower surface of the base plate, and each roller is coaxially arranged with the second rotating shaft and is arranged without interfering with the second hydraulic cylinder; each roller is conical, with one end near the second rotating shaft being the small end and the other end being the large end, so as to adapt to the smaller linear velocity near the second rotating shaft when the base plate rotates, thereby ensuring the stability of the horizontal rotation of the base plate through the rollers.

9. The construction process of a steel pipe pile construction system based on a modular pile stabilization platform according to claim 8, characterized in that... Includes the following steps: Step 1: First, the crane vessel transports the top frame I, top frame II, extension frame, main frame, anti-sinking plate, first adjustment mechanism, first pile gripper, second pile gripper, second adjustment mechanism, and guide pipe to the site; Step 2: Select either Top Frame I or Top Frame II based on the usage requirements of single piles and four piles. Then, freely choose to combine the elevating frame and the main frame according to different water depths to assemble a single pile stabilizing platform or a four pile stabilizing platform. Place the single pile stabilizing platform or the four pile stabilizing platform vertically on the outboard platform of the crane vessel. Step 3: The crane on the crane ship places the anti-sinking plate of the monopile stabilizing platform or the four-pile stabilizing platform on the seabed, then lifts the vibratory hammer, and positions and stabilizes the monopile stabilizing platform or the four-pile stabilizing platform through four positioning piles. Step 4: Then the crane on the crane ship lifts the vibratory hammer to drive the steel pipe pile into the ground. During this process, the first adjustment mechanism performs triple attitude correction on the first pile gripper, or the second adjustment mechanism performs attitude correction on the guide tube, thereby ensuring the guidance and positioning of the steel pipe pile. Step 5: After the steel pipe piles are driven into the ground, the vibratory hammer is retrieved by the crane of the crane ship, and then the single-pile stabilizing platform or the four-pile stabilizing platform is retrieved. Then the crane ship leaves the site.

10. The construction process of a steel pipe pile construction system based on a modular pile stabilization platform according to claim 9, characterized in that: In step two above, if a single pile is required, the first pile gripper is first connected to the top frame I through the first adjustment mechanism. Then, through the cooperation of the upper and lower flanges, the top frame I, the extension frame, the main frame, and the anti-sinking plate are screwed together to form a single pile stabilizing platform. If four piles are required, the second pile gripper is first connected to the top frame II. The guide pipe is connected to the main frame through the second adjustment mechanism. Then, through the cooperation of the upper and lower flanges, the top frame II, the extension frame, the main frame, and the anti-sinking plate are screwed together to form a four pile stabilizing platform.

Citation Information

Patent Citations

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