A deviation-preventing fixing frame for pouring and vibrating operation of super-high steel skeleton column

Abstract

The present application relates to the technical field of anti-deviation fixing frame, in particular to a kind of anti-deviation fixing frame for super high-rise steel skeleton column pouring and vibrating operation, including connecting frame, the connecting frame is overlapped and arranged above steel skeleton column, steel reinforcement frame is arranged on the outer side of steel skeleton column, the connecting frame is cross-shaped plate structure, four corners of the connecting frame are all fixedly installed with angle plate, the bottom end of each angle plate is inserted into the corner position of steel skeleton column;Beneficial effects are as follows: by setting cross-shaped connecting frame, angle plate insertion limiting structure, annular connecting plate with sleeve and lockable limiting sleeve clamping structure, the integrated positioning and anti-deviation fixing of super high-rise steel skeleton column pouring and vibrating operation are realized, overall structure is strong in adaptability, can be repeatedly used, effectively solve the problems, such as traditional manual support pouring pipe deviation shaking, high labor cost, great risk of high-altitude operation, vertical rib on the top of steel reinforcement frame is easy to deform, poor construction stability, and many other problems of poor pouring forming quality.

Description

Technical Field

[0001] This invention relates to the field of anti-deviation fixing frame technology, specifically an anti-deviation fixing frame for vibration operation of ultra-high-rise steel column casting. Background Technology

[0002] In the field of steel structure construction for super high-rise buildings, steel columns, as core load-bearing components, directly determine the stability and safety of the overall building structure through the quality of their concrete pouring. Super high-rise steel columns have large vertical heights, limited pouring space, and experience high concrete impact loads and high vibration frequencies during pouring, making construction far more difficult than that of ordinary building beam and column structures.

[0003] Currently, in existing steel column casting construction processes, the pouring pipe is generally positioned manually by hand. Prolonged high-altitude work not only significantly increases the labor intensity of construction workers and raises safety risks, but also suffers from extremely poor stability due to the poor stability of manual support. The pouring pipe is highly susceptible to displacement and vibration under the impact of concrete fluid and vibration, leading to deviations in concrete pouring position and uneven pouring. This can easily cause quality defects such as honeycomb, pitting, and voids inside the steel column, severely affecting the forming accuracy and structural strength of the steel column. Furthermore, existing construction methods lack targeted reinforcement restraint and protection structures. The top vertical reinforcement bars of the steel frame surrounding the steel column are not effectively restrained, making them prone to bending, deformation, and displacement under the continuous impact of concrete and equipment vibration. This results in problems such as reinforcement misalignment and uneven protective layer thickness, reducing the regularity and construction accuracy of the steel column reinforcement structure. In addition, traditional construction lacks a dedicated structure for fixing and limiting the pouring pipe, requiring dedicated personnel to monitor and support the entire construction process. This results in a large manpower input, low construction efficiency, and high labor costs. Furthermore, it cannot achieve precise locking and positioning of the pouring pipe, making it difficult to guarantee construction stability and standardization, and thus failing to meet the high standards and high precision requirements of super high-rise steel columns. Summary of the Invention

[0004] The purpose of this invention is to provide an anti-deviation fixing frame for the vibration operation of ultra-high-rise steel column casting, so as to solve the problems mentioned in the background art.

[0005] To achieve the above objectives, the present invention provides the following technical solution: a non-deviation fixing frame for vibration operation of ultra-high-rise steel column casting, comprising a connecting frame, the connecting frame being overlapped above the steel column, the outer side of the steel column being surrounded by a steel reinforcement frame, the connecting frame being a cross-shaped plate structure, corner plates being fixedly installed at the four corners of the connecting frame, the bottom end of each corner plate being inserted to fit the corner position of the steel column; a limiting plate being fixedly connected to the top of all the corner plates, the limiting plate having several reserved openings, and several limiting sleeves being fixedly installed on the top surface of the limiting plate; a connecting plate being sleeved and fixed on the outer side of the connecting frame, and several sleeves being fixedly assembled on the bottom surface of the connecting plate, the sleeves being correspondingly sleeved on the top of the vertical reinforcement of the steel reinforcement frame.

[0006] Preferably, the connecting plate is an annular plate structure, and a plurality of sleeves are matched one-to-one with the vertical bars of the steel reinforcement frame.

[0007] Preferably, the side wall of the limiting plate is fixed with a plurality of evenly distributed traction rods, and the ends of all the traction rods away from the limiting plate are fixedly connected to a wristband, and a plurality of support rods are fixedly connected between the wristband and the connecting plate.

[0008] Preferably, the limiting sleeve is a circular tubular structure, and the limiting sleeve and the limiting plate are fixedly installed in a one-to-one correspondence; the outer wall of the top end of the limiting sleeve is provided with a threaded groove, the threaded groove is an annular groove structure, and the groove wall of the threaded groove is provided with a plurality of radially arranged insertion holes, and clamping blocks are inserted into the insertion holes; a threaded sleeve is threaded into the threaded groove, and the threaded sleeve can push the plurality of clamping blocks into the corresponding insertion holes by screwing.

[0009] Preferably, a rubber sleeve is fixedly fitted to the inner wall of the limiting sleeve, and the rubber sleeve fully covers the inner port of each insertion hole; one end of the clamping block is fixedly connected to the surface of the rubber sleeve, the width of the clamping block is greater than the depth of the insertion hole, and the top surface of the free end of the clamping block is provided with a pressing slope.

[0010] Preferably, the axial height of the threaded sleeve is less than the height of the threaded groove, and a rubber pad is fixedly provided on the bottom surface of the threaded sleeve, the rubber pad being elastically clamped between the bottom surface of the threaded sleeve and the bottom of the threaded groove.

[0011] Preferably, two symmetrically arranged metal hangers are fixedly installed on the outer wall of the wire sleeve, and the metal hangers are arc-shaped sheet structures.

[0012] Preferably, a retaining strip is fixedly provided on the inner side of the bottom end of the metal hanging piece. The retaining strip is an arc-shaped structure with a right-angled trapezoidal end face. The outer wall of the limiting sleeve is provided with a retaining groove, and the retaining strip is inserted into the groove.

[0013] Preferably, the slot is an annular groove structure coaxially arranged with the screw groove.

[0014] Preferably, a pull ring is fixedly provided on the outer side of the bottom end of the metal hanging piece, and the pull ring and the locking strip are arranged symmetrically with respect to the bottom end of the metal hanging piece.

[0015] Compared with the prior art, the beneficial effects of the present invention are: This invention proposes an anti-deviation fixing frame for the vibration operation of super high-rise steel column casting. Through the design of a cross-shaped connecting frame, a corner plate insertion limiting structure, a sleeve-type annular connecting plate, and a lockable limiting sleeve clamping structure, it achieves integrated positioning and anti-deviation fixing for the vibration operation of super high-rise steel column casting. The overall structure is highly adaptable, easy to install and disassemble, and reusable. It effectively solves many problems associated with traditional manual support of the casting pipe, such as deviation and shaking, high labor costs, high risks of high-altitude operations, and easy deformation of the top vertical bars of the rebar frame, poor construction stability, and poor casting quality. Specifically, the cross-shaped connecting frame, in conjunction with the four corner plates, enables bidirectional limiting positioning of the device at the corners of the steel column, preventing overall horizontal deviation and ensuring the accuracy of the construction benchmark. The sleeve at the bottom of the connecting plate corresponds one-to-one with the vertical bars of the rebar frame, utilizing the rebound of the vertical bars. The extrusion pressure ensures stable assembly, effectively constrains the deformation of vertical reinforcement bars, and guarantees the regularity of the steel frame structure and the accuracy of reinforcement. At the same time, the reserved opening of the limiting plate ensures smooth air release and material flow during pouring, avoiding defects such as incomplete pouring. The coordinated setting of the limiting sleeve, clamping block, threaded sleeve, and metal hanging plate locking structure can achieve adaptive clamping and fixing of pouring pipes of different diameters. The flexible protection of the rubber sleeve not only avoids wear on the pouring pipe but also improves the anti-slip stability of the clamping. The locking structure can completely eliminate the loosening and failure of the threaded sleeve caused by vibration. No manual support is required for the pouring pipe throughout the process, which greatly reduces the labor intensity and safety risks of high-altitude operations. It significantly improves the uniformity, accuracy, and construction efficiency of steel column concrete pouring, effectively ensuring the forming quality and overall structural strength of super high-rise steel columns, reducing construction costs, and has extremely strong engineering practical value and applicability. Attached Figure Description

[0016] Figure 1 This is a schematic diagram of the structure of the present invention; Figure 2 for Figure 1 Sectional view of the structure at point AA; Figure 3 for Figure 2 Enlarged schematic diagram of the structure at point B; Figure 4 This is a schematic diagram of the connection structure between the connecting frame and the limiting plate of the present invention; Figure 5 This is a schematic diagram of the connection structure between the connecting frame and the connecting plate of the present invention; Figure 6 This is a schematic diagram of the wire sleeve structure of the present invention; Figure 7This is a schematic diagram of the connection structure between the connecting frame and the corner plate of the present invention; Figure 8 This is a schematic diagram of the steel reinforcement frame structure surrounding the outside of the steel column according to the present invention.

[0017] In the diagram: 1. Connecting frame, 101. Angle plate, 2. Steel column, 3. Rebar frame, 4. Connecting plate, 401. Sleeve, 5. Limiting plate, 501. Traction rod, 502. Hand ring, 503. Reserved opening, 504. Limiting sleeve, 6. Threaded groove, 601. Insertion hole, 602. Card slot, 603. Clamping block, 604. Rubber sleeve, 7. Threaded sleeve, 8. Metal hanging piece, 801. Locking strip, 802. Pull ring, 803. Detailed Implementation

[0018] To make the objectives, technical solutions, and advantages of the present invention clear and complete, the embodiments of the present invention will be further described in detail below with reference to the accompanying drawings. It should be understood that the specific embodiments described herein are only some, not all, embodiments of the present invention, and are merely illustrative of the embodiments of the present invention. They are not intended to limit the embodiments of the present invention. All other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of the present invention.

[0019] Please see Figures 1 to 8 This invention provides a technical solution: an anti-deviation fixing frame for vibration compaction operations in the pouring of ultra-high-rise steel columns. Primarily applied to vibration compaction construction scenarios for ultra-high-rise steel column concrete pouring, it effectively solves problems in traditional pouring operations such as easy deviation of the pouring pipe, the need for continuous manual support, easy deformation of the top vertical reinforcement bars of the rebar frame, poor construction stability, and high labor costs. The overall device is easy to install, has strong fixing stability, and excellent anti-deviation effect, significantly improving the standardization and construction efficiency of ultra-high-rise steel column pouring construction. The core of this anti-deviation fixing frame includes a connecting frame 1, which is directly overlapped and assembled at the top of the steel column 2 to be constructed. A rebar frame 3 is integrally enclosed on the outer side of the steel column 2. The rebar frame 3 is a matching reinforcement structure for the steel column pouring and provides skeletal support for the concrete pouring and forming. Through the matching assembly of the connecting frame 1 with the steel column 2 and the rebar frame 3, the positioning, installation, and fixing support of the entire fixing frame are achieved.

[0020] In terms of specific structural design, the connecting frame 1 is set as a cross-shaped plate structure. This structural design can fully adapt to the top contour of the square steel column 2, achieving all-round fitting and positioning, and effectively improving the installation stability of the overall structure. Corner plates 101 are fixedly installed at the four corners of the connecting frame 1. The four corner plates 101 are symmetrically distributed, and the bottom ends of the corner plates 101 are plugged in to fit the four corners of the steel column 2. Through the plugging and limiting cooperation between the corner plates 101 and the corners of the steel column 2, the connecting frame 1 can be limited in both the lateral and longitudinal directions, effectively preventing the connecting frame 1 from horizontally shifting or shaking during construction, and ensuring the overall positioning accuracy of the device. Meanwhile, a limiting plate 5 is fixedly connected to the top of all corner plates 101. The limiting plate 5 is the core load-bearing structure for limiting and fixing the pouring pipe. Multiple evenly arranged reserved openings 504 are opened through the surface of the limiting plate 5. The reserved openings 504 can meet the needs of material flow, vibration equipment insertion, and air discharge during the concrete pouring process, avoiding problems such as air accumulation and incomplete compaction during the pouring operation. At the same time, multiple corresponding limiting sleeves 6 are fixedly installed on the top surface of the limiting plate 5. The limiting sleeves 6 are positioning and clamping components for the pouring pipe, which can realize the precise alignment and fixed constraint of the pouring pipe.

[0021] A connecting plate 4 is circumferentially fitted and fixed to the outer side of the connecting frame 1. The connecting plate 4 is designed as a ring-shaped plate structure, which can fully adapt to the top contour of the rebar frame 3, achieving a full-coverage fit installation. Multiple evenly distributed sleeves 401 are fixedly installed on the bottom end face of the connecting plate 4. The sleeves 401 are matched one-to-one with the vertical bars of the rebar frame 3. During assembly, each sleeve 401 is fitted onto the top of the vertical bar of the rebar frame 3. Before the formal pouring of the steel column 2 and the rebar frame 3, the workers will align and install the connecting frame 1 on the top of the steel column 2, so that each sleeve 401 is precisely aligned with the top of the vertical bar of the rebar frame 3. For the slightly deformed vertical bars that exist during construction, the posture of the vertical bars can be adjusted by manual slight manipulation, so that the vertical bars can be smoothly inserted into the sleeve 401. After the deformed vertical bars are reset and spring back, they will tightly press against the inner wall of the sleeve 401. The squeezing force between the vertical bars and the sleeve 401 will greatly improve the connection tightness between the connecting plate 4 and the top of the rebar frame 3, effectively increase the resistance of the connecting plate 4 to the bumps under construction vibration and material impact conditions, and avoid problems such as loosening, displacement, and warping of the connecting plate 4. At the same time, through the sleeve 401 and the vertical bar's sleeve connection and limiting cooperation, the vertical bar at the top of the steel frame 3 can be rigidly constrained, completely eliminating the bending, deformation and displacement of the vertical bar at the top of the steel frame 3 caused by concrete impact and vibration during concrete pouring, effectively ensuring the structural regularity of the steel frame 3, and ensuring the reinforcement accuracy and structural strength of the steel column after it is formed.

[0022] To further enhance the overall structural strength and operational stability of the device, multiple evenly distributed traction rods 501 are fixedly mounted on the side wall of the limiting plate 5. All traction rods 501, at their ends furthest from the limiting plate 5, are connected to a ring-shaped hand ring 502. The hand ring 502 serves as a handheld operating component for device handling and alignment, improving assembly convenience. Simultaneously, multiple evenly arranged support rods 503 are fixedly connected between the hand ring 502 and the connecting plate 4. The traction rods 501, hand ring 502, and support rods 503 form an integrated support and traction structure, creating a stable rigid support between the limiting plate 5 and the connecting plate 4. This effectively disperses the vibration stress generated during pouring and vibration operations, preventing the limiting plate 5 from tilting or deforming, and ensuring the flatness and accuracy of the pouring pipe clamping and positioning.

[0023] The limiting sleeve 6 adopts a circular tubular structure. The limiting sleeve 6 and the limiting plate 5 are fixedly installed in a one-to-one correspondence, and can be adapted to accommodate multiple sets of pouring pipes for simultaneous pouring operations according to construction needs. A threaded groove 601 is provided on the outer wall of the top of the limiting sleeve 6. The threaded groove 601 is an annular groove structure, and multiple radially arranged insertion holes 602 are evenly opened on its surface. A clamping block 604 is inserted into the interior of each insertion hole 602. At the same time, a threaded sleeve 8 is threaded into the threaded groove 601. The threaded sleeve 8 and the threaded groove 601 can achieve up and down screwing displacement. Through the squeezing action of the bottom end of the threaded sleeve 8, multiple clamping blocks 604 can be pushed to retract radially inward along the insertion holes 602, thereby achieving tight clamping and fixing of the pouring pipe inside the limiting sleeve 6. To enhance the clamping and protection effect, a rubber sleeve 7 is fixedly attached to the inner wall of the limiting sleeve 6. The rubber sleeve 7 fully covers the inner ports of all the insertion holes 602. The inner ends of each clamping block 604 are fixedly connected to the outer surface of the rubber sleeve 7. The rubber sleeve 7 can prevent the clamping block 604 from directly and rigidly squeezing the casting pipe, effectively protecting the outer wall of the casting pipe from wear. At the same time, the elastic properties of the rubber material are used to improve the clamping fit and anti-slip performance.

[0024] Regarding the specific clamping structure parameters and fit, the width of the clamping block 604 is greater than the depth of the insertion hole 602, which effectively avoids the problem of the clamping block 604 being completely embedded inside the insertion hole 602, resulting in failure to reset and clamping failure, thus ensuring the stability of the extension and retraction movement of the clamping block 604. Simultaneously, the outer top of the clamping block 604 is provided with a beveled structure, which can form a close-fitting and pressing fit with the inner beveled surface of the bottom end of the threaded sleeve 8, significantly reducing the resistance of the threaded sleeve 8 during tightening and pressing, making the clamping action smoother and more stable. The overall height of the threaded sleeve 8 is less than the height of the threaded groove 601, ensuring that the threaded sleeve 8 has sufficient up-and-down tightening adjustment stroke to adapt to the clamping and fixing requirements of casting pipes of different diameters. Furthermore, a rubber pad is fixedly attached to the bottom surface of the threaded sleeve 8. The rubber pad is tightly clamped between the bottom of the threaded groove 601 and the bottom surface of the threaded sleeve 8. The elastic filling of the rubber pad can improve the sealing and tightness of the threaded fit, and also increase the static friction force after the threaded sleeve 8 is turned, thus initially preventing the threaded sleeve 8 from loosening and rotating due to vibration.

[0025] To further and completely prevent loosening and slippage during the operation of the threaded sleeve 8, two arc-shaped metal hangers 801 are symmetrically fixed to the outer wall of the threaded sleeve 8. The metal hangers 801 have good rigidity and elasticity and are adapted to the annular assembly space. A retaining strip 802 is fixedly installed on the inner side of the bottom end of the metal hanger 801. The retaining strip 802 is an arc-shaped structure with a right-angled trapezoidal end face. At the same time, a retaining groove 603 is correspondingly opened in the annular shape on the outer wall of the limiting sleeve 6. The retaining groove 603 is coaxially arranged with the screw groove 601. The retaining strip 802 can be precisely inserted into the retaining groove 603. Through the retaining and limiting cooperation between the retaining strip 802 and the retaining groove 603, the traction force of the metal hangers 801 is used to lock and fix the threaded sleeve 8 in place, effectively limiting the rotational displacement of the threaded sleeve 8, avoiding the loosening of the threaded sleeve 8 due to construction vibration from the root, and ensuring the long-term stability of the casting pipe clamping and fixing. In addition, a pull ring 803 is fixed to the outer side of the bottom end of the metal hanging plate 801. The pull ring 803 and the locking strip 802 are symmetrically distributed. The operator can quickly pry the metal hanging plate 801 by pulling the pull ring 803, so that the locking strip 802 is disengaged from the slot 603, and the locking state of the threaded sleeve 8 is quickly released, which greatly improves the convenience of disassembling the device and replacing the pouring pipe.

[0026] The actual construction operation process and working effect of this device are as follows: Before the concrete pouring operation of the steel column 2 and the steel frame 3 is carried out, the connecting frame 1 is first aligned and overlapped on the top of the steel column 2, so that the corner plates 101 of the four corners of the connecting frame 1 are accurately inserted at the corners of the steel column 2, completing the initial positioning of the overall device; then the position of the connecting plate 4 is adjusted, and each sleeve 401 at the bottom of the connecting plate 4 is fitted onto the top of the vertical bar of the steel frame 3 one by one. For the vertical bar with slight deformation, the posture of the vertical bar is finely adjusted and then embedded into the sleeve 401. The rebound extrusion force of the vertical bar is used to achieve the stable assembly of the connecting plate 4, while restraining the deformation of the vertical bar and ensuring the regularity of the top structure of the steel frame 3. During the pouring operation, the pouring pipe is inserted into the limiting sleeve 6 from top to bottom. After the pouring pipe is aligned, the threaded sleeve 8 is screwed downwards. The inclined surface at the bottom of the threaded sleeve 8 presses against the clamping block 604, causing the clamping block 604 to retract inwards along the insertion hole 602. This, combined with the rubber sleeve 7, tightly grips the outer wall of the pouring pipe, achieving a rigid fixation of the pouring pipe without deviation. After screwing in place, the locking strip 802 at the bottom of the metal hanging piece 801 is inserted into the groove 603 on the outer wall of the limiting sleeve 6, completing the locking and limiting of the threaded sleeve 8 and preventing it from loosening and failing. Through the above structural combination, workers' hands can be completely freed, eliminating the need for continuous manual support and fixation of the pouring pipe. This effectively reduces the intensity of manual labor, avoids the deviation and shaking problems associated with manual support, ensures accurate concrete pouring path and uniform pouring, and effectively improves the construction quality and efficiency of ultra-high-rise steel column pouring. At the same time, the device is easy to assemble and disassemble, and can be reused, significantly reducing construction costs.

[0027] Although embodiments of the invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made to these embodiments without departing from the principles and spirit of the invention, the scope of which is defined by the appended claims and their equivalents.

Claims

1. A non-deviation fixing frame for vibration operation of super high-rise steel column casting, comprising a connecting frame (1), the connecting frame (1) being overlapped above the steel column (2), and the steel column (2) being surrounded by a steel reinforcement frame (3), characterized in that: The connecting frame (1) is a cross-shaped plate structure. Angle plates (101) are fixedly installed at the four corners of the connecting frame (1). The bottom end of each angle plate (101) is inserted into the corner position of the steel column (2). A limiting plate (5) is fixedly connected to the top of all the angle plates (101). The limiting plate (5) has several reserved openings (504) and several limiting sleeves (6) are fixedly installed on the top surface of the limiting plate (5). A connecting plate (4) is sleeved and fixed on the outside of the connecting frame (1). Several sleeves (401) are fixedly assembled on the bottom surface of the connecting plate (4). The sleeves (401) are correspondingly sleeved on the top of the vertical bars of the steel frame (3).

2. The anti-deviation fixing frame for vibration operation of super high-rise steel column casting according to claim 1, characterized in that: The connecting plate (4) is a ring-shaped plate structure, and several sleeves (401) are matched one-to-one with the vertical bars of the steel frame (3).

3. The anti-deviation fixing frame for vibration operation of super high-rise steel column casting as described in claim 1, characterized in that: The side wall of the limiting plate (5) is fixed with a number of evenly arranged traction rods (501). All the traction rods (501) are fixedly connected to a wristband (502) at the end away from the limiting plate (5). A number of support rods (503) are fixedly connected between the wristband (502) and the connecting plate (4).

4. The anti-deviation fixing frame for vibration operation of super high-rise steel column casting according to claim 1, characterized in that: The limiting sleeve (6) is a circular tubular structure, and the limiting sleeve (6) and the limiting plate (5) are fixedly installed in a one-to-one correspondence; the top outer wall of the limiting sleeve (6) is provided with a screw groove (601), the screw groove (601) is an annular groove structure, and the groove wall of the screw groove (601) is provided with a number of radially arranged insertion holes (602), and clamping blocks (604) are inserted into the insertion holes (602); a threaded sleeve (8) is threaded into the screw groove (601), and the threaded sleeve (8) can push a number of clamping blocks (604) to retract into the corresponding insertion holes (602) by the screwing fit.

5. The anti-deviation fixing frame for vibration operation of super high-rise steel column casting according to claim 4, characterized in that: The inner wall of the limiting sleeve (6) is fixedly fitted with a rubber sleeve (7), which fully covers the inner ports of each insertion hole (602); one end of the clamping block (604) is fixedly connected to the surface of the rubber sleeve (7), the width of the clamping block (604) is greater than the depth of the insertion hole (602), and the top surface of the free end of the clamping block (604) is provided with a pressing slope.

6. The anti-deviation fixing frame for vibration operation of super high-rise steel column casting according to claim 5, characterized in that: The axial height of the threaded sleeve (8) is less than the height of the groove of the screw groove (601). A rubber pad is fixedly provided on the bottom surface of the threaded sleeve (8), and the rubber pad is elastically clamped between the bottom surface of the threaded sleeve (8) and the bottom of the screw groove (601).

7. The anti-deviation fixing frame for vibration operation of super high-rise steel column casting according to claim 6, characterized in that: Two symmetrically arranged metal hangers (801) are fixedly installed on the outer wall of the wire sleeve (8). The metal hangers (801) are arc-shaped sheet structures.

8. The anti-deviation fixing frame for vibration operation of super high-rise steel column casting according to claim 7, characterized in that: A retaining strip (802) is fixedly provided on the inner side of the bottom end of the metal hanging piece (801). The retaining strip (802) is an arc-shaped structure with a right-angled trapezoidal end face. A retaining groove (603) is provided on the outer wall of the limiting sleeve (6). The retaining strip (802) is inserted into and adapted to the inside of the retaining groove (603).

9. The anti-deviation fixing frame for vibration operation of super high-rise steel column casting according to claim 8, characterized in that: The slot (603) is an annular groove structure coaxially arranged with the screw groove (601).

10. The anti-deviation fixing frame for vibration operation of super high-rise steel column casting according to claim 8, characterized in that: A pull ring (803) is fixedly provided on the outer side of the bottom end of the metal hanging piece (801). The pull ring (803) and the clip (802) are arranged symmetrically with respect to the bottom end of the metal hanging piece (801).

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