Pile foundation rectification stabilizing structure of high-rise building

Abstract

The invention discloses a pile foundation inclination rectifying and stabilizing structure of a high-rise building, and relates to the technical field of building construction, the pile foundation inclination rectifying and stabilizing structure comprises a pouring base station, a static pressure anchor rod pile is poured in the pouring base station, a reinforcing assembly is arranged at the top of the static pressure anchor rod pile, the reinforcing assembly is poured in the pouring base station, and a jack is installed on the top surface of the pouring base station. A hand pressing rod is rotationally installed on the jack, a jacking table is fixedly connected to the top face of the output end of the jack, a stabilizing assembly is arranged on the jacking table, a fixing assembly is arranged at the bottom of the jack, a supporting frame is fixedly connected to the top face of the pouring base table, and a jacking assembly is arranged on the supporting frame. The pile foundation inclination rectification stabilizing structure of the high-rise building has the technical effects that the overall structural strength of the building after inclination rectification is improved, the structure of the jack is stable in the operation process, meanwhile, the jacking structure is stable, the jack is operated automatically, and the safety and efficiency of the building inclination rectification process are improved.

Description

Technical Field

[0001] The invention relates to the technical field of building construction, and in particular to a pile foundation tilt correction and stabilization structure for a high-rise building. Background Art

[0002] With the rapid development of the national economy and the continuous enhancement of comprehensive national strength, urban construction has developed rapidly, and the technical levels in building structure design, construction technology and construction management have been greatly improved. More and more high-rise buildings have appeared in various places. Pile foundations are often used as the basic entities of high-rise buildings. Their design selection range is wide, and they can adapt to complex geological conditions and buildings (structures) of different scales. They have been widely used in foundation projects such as high-rise buildings, and have achieved good economic and social benefits.

[0003] In recent years, accidents such as insufficient bearing capacity of building (structure) pile foundations, excessive or uneven settlement of foundations have occurred frequently due to design, construction and other reasons, resulting in damage to the upper part of the building structure, overall tilting, affecting normal use, and even losing the use function, causing a lot of unnecessary losses. Due to the large volume of high-rise buildings and the wide range involved, the social impact and economic losses caused by accidents such as building tilting are also very obvious. Effective reinforcement and correction measures should be taken immediately after the building tilting accident occurs to ensure the safety of people’s lives and property.

[0004] When carrying out tilt correction reinforcement, static pressure anchor piles are pressed into the newly poured foundation, and then jacks are installed on the foundation at the static pressure anchor piles. The jacks are used to push the jacking platform upward to straighten the building. During operation, the jacks are placed directly on the foundation. The jacking structure is unstable, and the jacks are prone to popping out due to excessive pressure. Jacks are mostly manually operated. If the jacks pop out, it is easy to cause injury to the operator, which is very dangerous. Summary of the invention

[0005] The invention discloses a pile foundation tilt correction and stabilization structure for a high-rise building, aiming to solve the technical problems that when a jack is directly placed on a foundation during operation, the jacking structure is unstable, the jack is easily popped out due to excessive pressure, and the jack is mostly manually operated. If the jack pops out, it is easy to cause injury to the operator, which is highly dangerous.

[0006] In order to achieve the above object, the present invention adopts the following technical solutions:

[0007] A pile foundation tilt correction and stabilization structure for a high-rise building comprises a casting base, wherein static pressure anchor piles are cast inside the casting base, a reinforcement assembly is arranged on the top of the static pressure anchor piles, the reinforcement assembly is cast inside the casting base, a jack is installed on the top surface of the casting base, a hand pressure rod is rotatably installed on the jack, and a lifting platform is fixedly connected to the top surface of the output end of the jack, a stabilization assembly is arranged on the lifting platform, a fixing assembly is arranged on the bottom of the jack, and a support frame is fixedly connected to the top surface of the casting base, and a lifting assembly is arranged on the support frame.

[0008] By arranging a casting base, static pressure anchor piles, reinforcement components, jacks, hand pressure rods, lifting platforms, stabilizing components, fixing components, support frames and lifting components, the casting base, static pressure anchor piles and reinforcement components are cast and fixed together, so that the static pressure anchor piles are more stable, and the overall structural strength of the building after tilt correction is improved to avoid tilting again. The jack is tightly adsorbed on the casting base to improve the stability of the jack during use and improve safety. The contact surface between the lifting platform and the lifting base is larger than the area directly contacted by the jack, which improves the stability of the jacking process. The building can be gradually straightened by adjusting the jacking component. The overall stability during operation is improved by the stabilizing component to form a stable structure. The jack is automatically operated without manual operation, which improves the safety and efficiency of the building during tilt correction.

[0009] In a preferred embodiment, an external casting groove is provided inside the casting base, and the top of the static pressure anchor pile is arranged in the external casting groove, the reinforcement component includes an external limit platform, the top of the static pressure anchor pile is against the inner side wall of the external limit platform, and the outer walls on both sides of the external limit platform are fixedly connected to a plurality of support columns distributed in an array, and one end of the support column away from the external limit platform is fixedly connected to the inner side wall of the external casting groove; an internal casting groove is provided on the top surface of the static pressure anchor pile, and an axle seat is fixedly connected to the two ends of the top surface of the external limit platform, and a knob handle is provided inside the axle seat for rotation on one side, and a threaded screw rod 1 is fixedly connected to the outer wall of the one side of the knob handle close to the external limit platform, and a connecting rod is fixedly connected to the outer wall of the one side of the threaded screw rod 1 away from the knob handle, and a threaded screw rod 2 is fixedly connected to the outer wall of the one side of the connecting rod away from the threaded screw rod 1, and the surfaces of the threaded screw rod 1 and the threaded screw rod 2 are both threadedly connected with an inner limit plate, and the outer walls on the sides of the two inner limit plates away from each other are against the inner wall of the top end of the static pressure anchor pile.

[0010] By providing an external casting trough and reinforcement components, and using an external limit platform and an internal limit plate to reinforce the top of the static anchor pile, the static anchor pile is made more stable, thereby improving the overall structural strength of the building after tilt correction and avoiding tilting again.

[0011] In a preferred embodiment, the stabilizing component includes a fixed block, and a plurality of fixed blocks are provided. The plurality of fixed blocks are fixedly connected to the outer walls of both sides of the jacking platform at intervals, and the top surface of the casting base is fixedly connected to two pressure platforms, and the two pressure platforms are symmetrically arranged with respect to the jacking platform; a pressure rod is fixedly connected to the outer wall of each of the fixed blocks, and a lifting groove is provided on the outer walls on the side where the two pressure platforms are close to each other, and the end of the pressure rod away from the jacking platform is slidably arranged in the lifting groove; a reinforcing rib 1 is fixedly connected to the outer wall on the side where the two pressure rods corresponding to the two sides of the jacking platform are close to each other, and a plurality of reinforcing ribs 2 distributed in an array are fixedly connected to the outer wall on the side where the upper and lower reinforcing ribs 1 are close to each other, and the reinforcing ribs 1 and ribs 2 are both slidably arranged on the side wall of the pressure platform.

[0012] By providing a stabilizing component, when the jacking platform is lifted upward, the pressure rod slides along the pressure platform and is reinforced by reinforcing ribs 1 and 2, thereby improving the overall stability during operation, forming a stable structure, avoiding deviation and the like, and ensuring the quality of the building's tilt correction.

[0013] In a preferred embodiment, the fixing assembly includes a fixing seat, the inner wall of the fixing seat is fixedly connected to the bottom of the outer wall of the jack, and a plurality of vacuum suction cups distributed in a circular array are arranged below the fixing seat, the top surface of the vacuum suction cup is fixedly connected to a vacuum tube, and the vacuum tube is fixedly connected to the inside of the fixing seat; a sealing plug is slidably arranged inside the vacuum tube, the top surface of the sealing plug is fixedly connected to a piston rod, and both ends of the top outer walls of the multiple piston rods are fixedly connected to connecting frames, and the outer walls of two symmetrical connecting frames that are away from each other are fixedly connected to adjusting rods.

[0014] By providing a fixing component, the adjusting rod is pulled upwards to allow the jack to be tightly adsorbed on the casting base, thereby improving the stability of the jack during use and improving safety.

[0015] In a preferred embodiment, the jacking assembly includes a telescopic cylinder, which is fixedly connected to the outer wall of the support frame, and the output end of the telescopic cylinder is fixedly connected to a movable plate, the outer wall of the movable plate is fixedly connected to a rack, the outer wall of the support frame is fixedly connected to a bracket, the top outer wall of the bracket is fixedly connected to a movable seat, and the rack is slidably arranged on the inner wall of the movable seat; a gear is meshed on the surface of the rack, the gear is concentrically arranged with the rotating axis of the hand pressure rod, the end of the hand pressure rod away from the jack is fixedly connected to a fixed sleeve, and the outer walls on both sides of the fixed sleeve are fixedly connected to L-shaped frames, and the L-shaped frames are rotatably arranged inside the support frame through a rotating shaft, and one of the L-shaped frames is fixedly connected to the middle part of the outer wall of the gear.

[0016] By setting up a reciprocating adjustment of the telescopic cylinder during the jacking process, the output end of the jack is lifted upward, and the jacking platform lifts the jacking platform upward, and the load-bearing piles move upward accordingly, so that the building is gradually straightened. The jack can be operated automatically without manual operation, thereby improving the safety and efficiency of correcting the building's tilt.

[0017] From the above, it can be seen that the pile foundation tilt correction and stabilization structure for high-rise buildings provided by the present invention has the technical effect of improving the overall structural strength of the building after tilt correction, the structure of the jack is stable during operation and the jacking structure is stable, and the jack is operated automatically, thereby improving the safety and efficiency of the building tilt correction process. BRIEF DESCRIPTION OF THE DRAWINGS

[0018] Figure 1 The present invention is a schematic diagram of the overall structure of a pile foundation tilt correction and stabilization structure for a high-rise building.

[0019] Figure 2 The present invention provides a side view of the overall structure of a pile foundation tilt correction and stabilization structure for a high-rise building.

[0020] Figure 3 The present invention provides a cross-sectional view of the side structure of a pouring base of a pile foundation tilt correction and stabilization structure for a high-rise building.

[0021] Figure 4 The present invention provides a side structural cross-sectional view of an outer limit platform of a pile foundation tilt correction and stabilization structure for a high-rise building.

[0022] Figure 5 The present invention provides a side structural cross-sectional view of a jacking platform of a pile foundation tilt correction and stabilization structure for a high-rise building.

[0023] Figure 6 A side view of a jack structure of a pile foundation tilt correction and stabilization structure of a high-rise building proposed by the present invention.

[0024] Figure 7 The present invention provides a cross-sectional view of the side structure of a fixing seat of a pile foundation tilt correction and stabilization structure of a high-rise building.

[0025] Figure 8 The present invention provides a side view of the jacking assembly structure of the pile foundation tilt correction and stabilization structure of a high-rise building.

[0026] In the figure: 1. Casting base; 2. Static pressure anchor pile; 3. External casting groove; 4. Reinforcement assembly; 401. External limit platform; 402. Support column; 403. Internal casting groove; 404. Knob handle; 405. Threaded screw 1; 406. Connecting rod; 407. Threaded screw 2; 408. Internal limit plate; 5. Jack; 6. Hand pressure rod; 7. Lifting platform; 8. Stabilizing assembly; 801. Fixing block; 802. Pressure platform; 803. Pressure rod; 804. Lifting groove; 805 , reinforcing rib one; 806, reinforcing rib two; 9, fixing assembly; 901, fixing seat; 902, vacuum suction cup; 903, vacuum tube; 904, sealing plug; 905, piston rod; 906, connecting frame; 907, adjusting rod; 10, supporting frame; 11, lifting assembly; 1101, telescopic cylinder; 1102, moving plate; 1103, rack; 1104, moving seat; 1105, bracket; 1106, gear; 1107, L-shaped frame; 1108, fixing sleeve. DETAILED DESCRIPTION

[0027] The technical solutions in the embodiments of the present invention will be described clearly and completely below in conjunction with the drawings in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, rather than all the embodiments.

[0028] The pile foundation tilt correction and stabilization structure of a high-rise building disclosed in the present invention is mainly used in scenarios where a jack is directly placed on a foundation during operation, the jacking structure is unstable, and the jack is easily popped out due to excessive pressure. The jack is mostly operated manually, and if the jack pops out, it is easy to cause injury to the operator, which is a highly dangerous scenario.

[0029] Reference Figure 1-Figure 8 A pile foundation tilt correction and stabilization structure for a high-rise building includes a casting base 1, a static anchor pile 2 is cast inside the casting base 1, a reinforcement component 4 is arranged on the top of the static anchor pile 2, the reinforcement component 4 is cast inside the casting base 1, a jack 5 is installed on the top surface of the casting base 1, a hand pressure rod 6 is rotatably installed on the jack 5, and a lifting platform 7 is fixedly connected to the top surface of the output end of the jack 5, a stabilization component 8 is arranged on the lifting platform 7, a fixing component 9 is arranged at the bottom of the jack 5, and a support frame 10 is fixedly connected to the top surface of the casting base 1, and a lifting component 11 is arranged on the support frame 10.

[0030] Specifically, after the casting base 1 is cast, the static pressure anchor pile 2 is pressed into the casting base 1 and the original foundation, and then the reinforcement component 4 is placed on the top of the static pressure anchor pile 2, and it is controlled to be against the inner and outer walls of the static pressure anchor pile 2, and then the inside of the casting base 1 is cast with cement, and the casting base 1, the static pressure anchor pile 2 and the reinforcement component 4 are cast and fixed together, so that the static pressure anchor pile 2 is more stable, and the overall structural strength of the building after the tilt correction is improved to avoid tilting again, and then the jack 5 is placed on the top surface of the casting base 1, and the jack 5 is located above the static pressure anchor pile 2, and then the fixing component 9 is adjusted to tightly adsorb the jack 5 on the casting base 1, so as to improve the stability of the jack 5 during the use process The support frame 10 is fixed on the casting base 1, and the lifting platform 7 contacts the bottom surface of the lifting platform cast on the load-bearing piles. The contact surface between the lifting platform 7 and the lifting platform is larger than the area where the jack 5 directly contacts it, thereby improving the stability of the lifting process. During the lifting process, the jack 5 is lifted upward by adjusting the lifting assembly 11, and the lifting platform 7 lifts the lifting platform upward accordingly, and the load-bearing piles move upward accordingly to gradually straighten the building. When the lifting platform 7 is lifted upward, the overall stability during operation is improved by the stabilizing assembly 8 to form a stable structure, and the jack 5 is automatically operated by utilizing the lifting assembly 11 without manual operation, thereby improving the safety and efficiency of the building during tilt correction.

[0031] Reference Figure 3 and Figure 4 In a preferred embodiment, an external casting groove 3 is provided inside the casting base 1, and the top of the static anchor pile 2 is arranged in the external casting groove 3. The reinforcement component 4 includes an external limit platform 401, and the top of the static anchor pile 2 is against the inner side wall of the external limit platform 401, and the outer walls on both sides of the external limit platform 401 are fixedly connected to multiple support columns 402 distributed in an array, and one end of the support column 402 away from the external limit platform 401 is fixedly connected to the inner side wall of the external casting groove 3; an internal casting groove 403 is provided on the top surface of the static anchor pile 2, and the top ends of the external limit platform 401 are fixedly connected to The shaft seat has a knob handle 404 that is rotatably arranged inside one side of the shaft seat, a threaded screw 1 405 is fixedly connected to the outer wall of the knob handle 404 on one side close to the outer limit platform 401, a connecting rod 406 is fixedly connected to the outer wall of the threaded screw 1 405 away from the knob handle 404, a threaded screw 2 407 is fixedly connected to the outer wall of the connecting rod 406 away from the threaded screw 1 405, the surfaces of the threaded screw 1 405 and the threaded screw 2 407 are both threadedly connected with an inner limit plate 408, and the outer walls of the two inner limit plates 408 that are away from each other are against the inner wall of the top end of the static anchor pile 2.

[0032] Specifically, after the casting base 1 is cast, the static pressure anchor pile 2 is pressed into the casting base 1 and the original foundation, and then the external limit platform 401 is sleeved on the top of the static pressure anchor pile 2, and the knob handle 404 is turned to make the threaded screw 1 405 and the threaded screw 2 407 rotate synchronously, so that the two inner limit plates 408 are separated from each other and abut against the inner wall of the inner casting groove 403, and the top of the static pressure anchor pile 2 is reinforced to make the static pressure anchor pile 2 more stable, improve the overall structural strength of the building after tilt correction, and avoid tilting again, and then the interior of the casting base 1 is cast with cement, and the casting base 1, the static pressure anchor pile 2 and the reinforcement component 4 are cast and fixed together.

[0033] Reference Figure 1 , Figure 2 , Figure 6 and Figure 7 In a preferred embodiment, the fixing assembly 9 includes a fixing seat 901, the inner wall of the fixing seat 901 is fixedly connected to the bottom of the outer wall of the jack 5, and a plurality of vacuum suction cups 902 distributed in a circular array are arranged below the fixing seat 901, and the top surface of the vacuum suction cup 902 is fixedly connected to a vacuum tube 903, and the vacuum tube 903 is fixedly connected to the inside of the fixing seat 901; a sealing plug 904 is slidably arranged inside the vacuum tube 903, and a piston rod 905 is fixedly connected to the top surface of the sealing plug 904, and both ends of the top outer walls of the plurality of piston rods 905 are fixedly connected to connecting frames 906, wherein two symmetrical connecting frames 906 are fixedly connected to an adjusting rod 907 on the outer wall on one side away from each other.

[0034] Specifically, the jack 5 is placed on the top surface of the casting base 1, and the jack 5 is located above the static pressure anchor pile 2. The adjusting rod 907 is pulled toward the upper end, and multiple piston rods 905 are moved upward synchronously through multiple connecting frames 906. The sealing plug 904 moves upward to extract the air inside the vacuum suction cup 902, so that the jack 5 is tightly adsorbed on the casting base 1, thereby improving the stability of the use of the jack 5 and improving safety.

[0035] Reference Figure 1 , Figure 2 , Figure 6 and Figure 8In a preferred embodiment, the lifting assembly 11 includes a telescopic cylinder 1101, which is fixedly connected to the outer wall of the support frame 10, and the output end of the telescopic cylinder 1101 is fixedly connected to a moving plate 1102, the outer wall of the moving plate 1102 is fixedly connected to a rack 1103, the outer wall of the support frame 10 is fixedly connected to a bracket 1105, the top outer wall of the bracket 1105 is fixedly connected to a moving seat 1104, and the rack 1103 is slidably arranged on the inner wall of the moving seat 1104; a gear 1106 is meshed on the surface of the rack 1103, and the gear 1106 is arranged concentrically with the rotation axis of the hand pressure rod 6, and the end of the hand pressure rod 6 away from the jack 5 is fixedly connected to a fixed sleeve 1108, and the outer walls on both sides of the fixed sleeve 1108 are fixedly connected to L-shaped frames 1107, and the L-shaped frames 1107 are rotatably arranged inside the support frame 10 through a rotating shaft, and one of the L-shaped frames 1107 is fixedly connected to the middle part of the outer wall of the gear 1106.

[0036] Specifically, during the jacking process, the rack 1103 reciprocates along the surface of the moving seat 1104 by reciprocatingly adjusting the telescopic cylinder 1101, and at the same time the rack 1103 is meshed with the gear 1106, so that the gear 1106 rotates back and forth in the clockwise and counterclockwise directions. When the gear 1106 rotates, it drives the L-shaped frame 1107 to rotate, and then the hand pressure rod 6 reciprocates along the jack 5, so that the output end of the jack 5 is lifted upward, and the jacking platform 7 lifts the jacking platform upward, and the load-bearing piles move upward accordingly, so that the building is gradually straightened, and the jack 5 can be operated automatically without manual operation, thereby improving the safety and efficiency of the building when correcting the tilt.

[0037] Reference Figure 1 , Figure 2 and Figure 5 In a preferred embodiment, the stabilizing component 8 includes a fixed block 801, and a plurality of fixed blocks 801 are provided. The plurality of fixed blocks 801 are fixedly connected to the outer walls of both sides of the lifting platform 7 at intervals, and the top surface of the casting base 1 is fixedly connected to two pressure platforms 802, and the two pressure platforms 802 are symmetrically arranged about the lifting platform 7; the outer wall of each fixed block 801 is fixedly connected to a pressure rod 803, and a lifting groove 804 is opened on the outer wall of the side where the two pressure platforms 802 are close to each other, and the end of the pressure rod 803 away from the lifting platform 7 is slidably arranged in the lifting groove 804; the outer wall of the side where the two pressure rods 803 corresponding to the two sides of the lifting platform 7 are close to each other is fixedly connected to a reinforcing rib 1 805, and the outer wall of the side where the upper and lower multiple reinforcing ribs 1 805 are close to each other is fixedly connected to multiple array-distributed reinforcing ribs 2 806, and the reinforcing ribs 1 805 and the reinforcing ribs 2 806 are both slidably arranged on the side wall of the pressure platform 802.

[0038] Specifically, when the lifting platform 7 is lifted upward, the pressure rod 803 slides upward along the inside of the lifting groove 804, and the stability of the corresponding pressure rods 803 on both sides of the lifting platform 7 is improved by the reinforcing rib 1 805. The reinforcing rib 1 805 is reinforced by the reinforcing rib 2 806 to improve the overall stability during operation, form a stable structure, avoid deviation and the like, and ensure the quality of building tilt correction.

[0039] Working principle: After pouring the casting base 1, press the static anchor pile 2 into the casting base 1 and the original foundation, and then sleeve the external limit platform 401 on the top of the static anchor pile 2, turn the knob handle 404 to make the threaded screw 1 405 and the threaded screw 2 407 rotate synchronously, so that the two inner limit plates 408 move away from each other and abut against the inner wall of the inner casting groove 403, reinforce the top of the static anchor pile 2, make the static anchor pile 2 more stable, improve the overall structural strength of the building after tilt correction, and avoid tilting again. Then, the inside of the casting base 1 is cast with cement, and the casting base 1, the static pressure anchor pile 2 and the reinforcement component 4 are cast and fixed together. The jack 5 is placed on the top surface of the casting base 1, and the jack 5 is located above the static pressure anchor pile 2. The adjustment rod 907 is pulled upward, and the multiple piston rods 905 are moved upward synchronously through the multiple connecting frames 906. The sealing plug 904 moves upward to extract the air inside the vacuum suction cup 902, so that the jack 5 is tightly adsorbed on the casting base 1, thereby improving the use of the jack 5. The stability of the process is improved, and the safety is improved. During the jacking process, the rack 1103 moves back and forth along the surface of the moving seat 1104 by reciprocatingly adjusting the telescopic cylinder 1101. At the same time, the rack 1103 is meshed with the gear 1106, so that the gear 1106 rotates back and forth in the clockwise and counterclockwise directions. When the gear 1106 rotates, it drives the L-shaped frame 1107 to rotate, and then the hand pressure rod 6 rotates back and forth along the jack 5, so that the output end of the jack 5 is jacked up, and the jacking platform 7 is lifted upward, and the load-bearing pile is lifted upward. The jack 5 is automatically operated without manual operation, which improves the safety and efficiency of the building correction. When the lifting platform 7 is lifted upward, the pressure rod 803 slides upward along the inside of the lifting groove 804, and the stability of the corresponding pressure rods 803 on both sides of the lifting platform 7 is improved by the reinforcing rib 1 805. The reinforcing rib 1 805 is reinforced by the reinforcing rib 2 806 to improve the overall stability during operation, form a stable structure, avoid deviation and other phenomena, and ensure the quality of the building correction.

[0040] The above description is only a preferred specific implementation manner of the present invention, but the protection scope of the present invention is not limited thereto. Any technician familiar with the technical field can make equivalent replacements or changes according to the technical scheme and inventive concept of the present invention within the technical scope disclosed by the present invention, which should be covered by the protection scope of the present invention.

Claims

1. A pile foundation tilt correction and stabilization structure for a high-rise building, comprising a casting base (1), characterized in that: A static anchor pile (2) is cast inside the casting base (1), and a reinforcement component (4) is arranged on the top of the static anchor pile (2). The reinforcement component (4) is cast inside the casting base (1). A jack (5) is installed on the top surface of the casting base (1), and a hand pressure rod (6) is rotatably installed on the jack (5). A lifting platform (7) is fixedly connected to the top surface of the output end of the jack (5), and a stabilizing component (8) is arranged on the lifting platform (7). A fixing component (9) is arranged at the bottom of the jack (5). A support frame (10) is fixedly connected to the top surface of the casting base (1), and a lifting component (11) is arranged on the support frame (10).

2. The pile foundation tilt correction and stabilization structure of a high-rise building according to claim 1, characterized in that: The casting base (1) is provided with an external casting groove (3) inside, the top end of the static anchor pile (2) is arranged in the external casting groove (3), the reinforcement component (4) comprises an external limit platform (401), the top end of the static anchor pile (2) is against the inner wall of the external limit platform (401), and the outer walls on both sides of the external limit platform (401) are fixedly connected to a plurality of support columns (402) distributed in an array, and one end of the support column (402) away from the external limit platform (401) is fixedly connected to the inner wall of the external casting groove (3).

3. The pile foundation tilt correction and stabilization structure of a high-rise building according to claim 2, characterized in that: The top surface of the static pressure anchor pile (2) is provided with an inner casting groove (403), and the two ends of the top surface of the outer limit platform (401) are fixedly connected to shaft seats, and a knob handle (404) is rotatably arranged inside the shaft seat on one side, and a threaded screw rod 1 (405) is fixedly connected to the outer wall of the knob handle (404) on the side close to the outer limit platform (401), and a connecting rod (406) is fixedly connected to the outer wall of the threaded screw rod 1 (405) away from the knob handle (404), and a threaded screw rod 2 (407) is fixedly connected to the outer wall of the connecting rod (406) away from the threaded screw rod 1 (405), and the surfaces of the threaded screw rod 1 (405) and the threaded screw rod 2 (407) are both threadedly connected to inner limit plates (408), and the outer walls of the two inner limit plates (408) away from each other are against the inner wall of the top end of the static pressure anchor pile (2).

4. The pile foundation tilt correction and stabilization structure for a high-rise building according to claim 1, characterized in that: The stabilizing component (8) comprises a fixed block (801), a plurality of fixed blocks (801) are provided, and the plurality of fixed blocks (801) are fixedly connected to the outer walls on both sides of the lifting platform (7) at intervals, and the top surface of the casting base (1) is fixedly connected to two pressure platforms (802), and the two pressure platforms (802) are symmetrically arranged with respect to the lifting platform (7).

5. The pile foundation tilt correction and stabilization structure for high-rise buildings according to claim 4, characterized in that: The outer wall of each fixed block (801) is fixedly connected to a pressure rod (803), and a lifting groove (804) is provided on the outer walls of the two pressure platforms (802) on the side close to each other, and the end of the pressure rod (803) away from the lifting platform (7) is slidably arranged in the lifting groove (804).

6. The pile foundation tilt correction and stabilization structure for high-rise buildings according to claim 5, characterized in that: The outer walls of the two pressure-bearing rods (803) corresponding to the two sides of the lifting platform (7) are fixedly connected with reinforcing ribs 1 (805) on the sides close to each other, and the outer walls of the upper and lower multiple reinforcing ribs 1 (805) are fixedly connected with multiple reinforcing ribs 2 (806) distributed in an array, and the reinforcing ribs 1 (805) and ribs 2 (806) are both slidably arranged on the side walls of the pressure-bearing platform (802).

7. The pile foundation tilt correction and stabilization structure for high-rise buildings according to claim 1, characterized in that: The fixing assembly (9) comprises a fixing seat (901), the inner wall of the fixing seat (901) is fixedly connected to the bottom of the outer wall of the jack (5), and a plurality of vacuum suction cups (902) distributed in a circular array are arranged below the fixing seat (901), the top surface of the vacuum suction cup (902) is fixedly connected to a vacuum tube (903), and the vacuum tube (903) is fixedly connected to the inside of the fixing seat (901).

8. The pile foundation tilt correction and stabilization structure for high-rise buildings according to claim 7, characterized in that: A sealing plug (904) is slidably disposed inside the vacuum tube (903), and a piston rod (905) is fixedly connected to the top surface of the sealing plug (904). Both ends of the top outer walls of the plurality of piston rods (905) are fixedly connected to connecting frames (906), wherein the outer walls of two symmetrical connecting frames (906) that are away from each other are fixedly connected to an adjusting rod (907).

9. The pile foundation tilt correction and stabilization structure for high-rise buildings according to claim 1, characterized in that: The lifting assembly (11) comprises a telescopic cylinder (1101), the telescopic cylinder (1101) is fixedly connected to the outer wall of the support frame (10), and the output end of the telescopic cylinder (1101) is fixedly connected to a moving plate (1102), the outer wall of the moving plate (1102) is fixedly connected to a rack (1103), the outer wall of the support frame (10) is fixedly connected to a bracket (1105), the top outer wall of the bracket (1105) is fixedly connected to a moving seat (1104), and the rack (1103) is slidably arranged on the inner wall of the moving seat (1104).

10. The pile foundation tilt correction and stabilization structure for high-rise buildings according to claim 9, characterized in that: The surface of the rack (1103) is meshed with a gear (1106), and the gear (1106) is arranged concentrically with the rotation axis of the hand pressure rod (6). The end of the hand pressure rod (6) away from the jack (5) is fixedly connected to a fixing sleeve (1108), and the outer walls on both sides of the fixing sleeve (1108) are fixedly connected to L-shaped frames (1107). The L-shaped frames (1107) are rotatably arranged inside the support frame (10) via a rotating shaft, and one of the L-shaped frames (1107) is fixedly connected to the middle part of the outer wall of the gear (1106).

Images