Construction equipment and method for rapidly avoiding tower crane anchoring rod

Abstract

The invention relates to the related technical field of building construction, in particular to construction equipment and method for rapidly avoiding a tower crane anchoring rod, the construction equipment comprises a vertical frame, a connecting and fixing mechanism is arranged on the inner side surface of a mounting hole, and a limiting mechanism is arranged on the surface of one side of a scaffold board. According to the device, the vertical frames are erected on the left side and the right side of the avoiding area, the scaffold boards are directly and reversely installed, the installing and dismantling construction efficiency is improved, the connecting and fixing mechanisms are installed in the same hole positions of the vertical frames and the reversely-installed scaffold boards, frame body deformation and deformation accumulation caused by front-back construction are avoided, the frame body can be restored to the initial erecting state all the time, and the construction efficiency is improved. Therefore, potential safety hazards caused by accumulated deformation due to repeated lifting of the frame body are eliminated, the stability and safety of the construction platform are guaranteed through the limiting mechanism, in the complex construction environment, the scaffold board can be tightly matched with other construction equipment or structural components through accurate limiting, the construction efficiency is improved, and the construction cost is reduced. And the connecting and fixing mechanism forms a stable connecting system, so that the bearing capacity of the connecting part is improved.

Description

Technical Field

[0001] The present invention relates to the technical field related to building construction, and particularly relates to a construction equipment and method for quickly avoiding tower crane anchoring rods. Background Art

[0002] Scaffolds are widely used in the construction of high-rise buildings. In particular, lifting scaffolds are required for the construction of high-rise and super high-rise buildings. Lifting scaffolds have obvious economic and social benefits and are conducive to shortening the construction period. Currently, during the construction of lifting scaffolds, interference occurs between the scaffold and the tower crane anchoring rod every time the scaffold is lifted or lowered. Therefore, a construction equipment and method for avoiding the anchoring rod are needed to solve the deformation problem during the lifting of the scaffold and improve the construction efficiency of the scaffold lifting and lowering.

[0003] However, for existing lifting scaffolds, there are often break openings at the interference points, which causes the protective platform frame to be easily deformed, and the deformation accumulates after each lifting and lowering. When workers find that the frame is deformed, it is often difficult to restore the deformation to the proper position. In addition, the cumulative error caused by multiple disassembly and assembly operations easily makes the frame tilt, further affecting construction safety. Summary of the Invention

[0004] The purpose of the present invention is to provide a construction equipment and method for quickly avoiding tower crane anchoring rods, so as to solve the problems in the above-mentioned background art that for existing lifting scaffolds, there are often break openings at the interference points, which causes the protective platform frame to be easily deformed, and the deformation accumulates after each lifting and lowering. When workers find that the frame is deformed, it is often difficult to restore the deformation to the proper position. In addition, the cumulative error caused by multiple disassembly and assembly operations easily makes the frame tilt, further affecting construction safety.

[0005] To achieve the above purpose, the present invention provides the following technical solution: A construction equipment for quickly avoiding tower crane anchoring rods includes a vertical frame. An installation hole is provided on one side surface of the vertical frame. A connection and fixing mechanism is arranged on the inner surface of the installation hole. A foot plank is arranged on the outer surface of the connection and fixing mechanism. A connection hole is provided on the outer surface of the foot plank. A reinforcing vertical plate is fixedly connected to the outer surface of the foot plank. A reinforcing cross plate is fixedly connected to the lower surface of the foot plank. A limiting mechanism is arranged on one side surface of the foot plank; The connecting and fixing mechanism includes a fixed threaded column, an annular gasket, a fixing nut, a fixing ring, a fixing groove, a fixing block, a fixing gasket and a stabilizing nut. The inner surface of the mounting hole is slidably connected with a fixed threaded column, the outer surface of the fixed threaded column is slidably connected with an annular gasket, the outer surface of the fixed threaded column is threadedly connected with a fixing nut, one side surface of the fixing nut is fixedly connected with a fixing ring, one side surface of the fixing ring is provided with a fixing groove, the inner surface of the fixing groove is slidably connected with a fixing block, one side surface of the fixing block is fixedly connected with a fixing gasket, and the outer surface of the fixed threaded column is threadedly connected with a stabilizing nut.

[0006] Preferably, the fixing nut and the fixing ring are integrally formed, and a plurality of fixing grooves are provided on a surface of one side of the fixing ring.

[0007] Preferably, the inner dimension of the fixing groove matches the outer dimension of the fixing block, and the fixing block is provided in multiple groups on one side surface of the fixing gasket.

[0008] Preferably, the mounting holes are arranged in a plurality of groups at equal intervals on one side surface of the vertical frame, and the connecting holes are arranged in a plurality of groups on both side surfaces of the scaffolding board.

[0009] Preferably, the vertical frames are provided in multiple groups, the scaffolding boards are provided in multiple groups, and the reinforcing cross boards are provided in multiple groups at equal intervals on the outer surface of the scaffolding boards.

[0010] Preferably, the limiting mechanism includes a base, a limiting hole, a connecting plate, a stabilizing column, a baffle, a blocking groove, a fixing plate, a threaded rod, a handle, a limiting disc, a limiting plate and a limiting column. One side surface of the scaffolding board is bolted to the base, a limiting hole is provided on one side surface of the base, a connecting plate is fixedly connected to one side surface of the base, a stabilizing column is fixedly connected to one side surface of the connecting plate, a baffle is fixedly connected to one side surface of the connecting plate, a blocking groove is provided on one side surface of the baffle, a fixing plate is fixedly connected to one side surface of the base, a threaded rod is rotatably connected to the inner surface of the fixing plate, a handle is fixedly connected to one end surface of the threaded rod, a limiting disc is fixedly connected to the other end surface of the threaded rod, the outer surface of the threaded rod is threadedly connected to the limiting plate, and the inner surface of the limiting plate is slidably connected to the limiting column.

[0011] Preferably, two groups of the limiting holes are arranged on one side surface of the base, and the limiting holes are fixedly connected to the scaffolding board through bolts and connecting holes.

[0012] Preferably, the stabilizing column is slidably connected to the mounting hole, and two groups of the stabilizing column are provided on one side surface of the connecting plate.

[0013] Preferably, the diameter of the limiting disc is larger than the diameter of the threaded rod, the limiting post is fixedly connected to the fixing plate, and two groups of the limiting posts are arranged on one side surface of the fixing plate.

[0014] A method for using a construction device for quickly avoiding a tower crane anchor rod also includes the following steps: Step 1: Before the shelf is raised or lowered, remove the reverse scaffolding board so that the shelf can avoid interfering parts during the lifting process; Step 2: After the lifting is completed, the reverse scaffolding board is connected and installed on the same mounting hole of the vertical frame and the connecting hole of the scaffolding board through a connecting and fixing mechanism; Step 3: If the rack is deformed after lifting, it is necessary to eliminate the deformation of the rack before installing the scaffolding board to eliminate the deformation of the rack caused by each lifting; Step 4: When the rack is in normal use, the vertical frame is firmly connected to the scaffolding board through the connecting and fixing mechanism, and the limiting mechanism limits the position of the scaffolding board.

[0015] Compared with the prior art, the beneficial effects of the present invention are as follows: the advantage of the construction method of the avoidance tower crane anchor rod is that vertical frames are erected on the left and right sides of the avoidance area, and the scaffolding board is directly installed in reverse, thereby improving the installation and disassembly construction efficiency, and the fixing mechanism is installed in the same hole position of the vertical frame and the reversed scaffolding board to avoid the deformation of the frame caused by the previous and next construction and the accumulation of deformation, so that the frame can always be restored to the initial erection state, thereby eliminating the safety hazards caused by the accumulation of deformation caused by multiple lifting of the frame.

[0016] Through the setting of the limiting mechanism, when in use, the base is fixedly connected to the scaffolding board by bolts, and the stabilizing column slides into the mounting hole of the vertical frame to play an auxiliary positioning and stabilizing role. The baffle plate and the retaining groove support and limit the scaffolding board, and the handle is turned to drive the threaded rod to rotate. Since the limiting plate is threadedly connected to the threaded rod and the limiting column limits the rotation of the limiting plate, the limiting plate will make a linear motion along the threaded rod to adjust the position, thereby realizing the limitation of the position of the scaffolding board. The limiting mechanism can ensure that the scaffolding board is accurately installed in the predetermined position, effectively avoids the use risks caused by installation deviation, and ensures the stability and safety of the construction platform. In a complex construction environment, precise limiting can make the scaffolding board cooperate closely with other construction equipment or structural components to improve construction efficiency.

[0017] The device is connected and fixed by the setting of the mechanism. When in use, the fixed threaded column is first passed through the mounting hole of the vertical frame, and the annular gasket is put on to play a role of buffering and increasing friction. Then the fixing nut is screwed in. The fixing nut drives the fixing ring to move, and the fixing block on the fixing gasket is slid into the fixing groove of the fixing ring to achieve positioning and preliminary connection. Finally, the stabilizing nut is screwed on to further tighten the entire connection structure to prevent loosening. The connection and fixing mechanism forms a stable connection system. The fixed threaded column passes through the mounting hole of the vertical frame. The double fastening of the fixing nut and the stabilizing nut prevents the connection part from loosening when subjected to force, thereby improving the bearing capacity of the connection part. BRIEF DESCRIPTION OF THE DRAWINGS

[0018] Figure 1 It is a side view structural schematic diagram of the present invention; Figure 2 This is a schematic diagram of the structure of the baffle and the scaffolding board cooperating with each other in the present invention; Figure 3 It is a schematic diagram of the structure of the limiting mechanism of the present invention; Figure 4 It is a schematic diagram of the structure of the vertical frame and the scaffolding board cooperating with each other in the present invention; Figure 5 This is a schematic diagram of the structure of the connection and fixing mechanism and the scaffolding board cooperating with each other in the present invention; Figure 6 It is a schematic diagram of the structure of the connection and fixing mechanism of the present invention.

[0019] In the figure: 1. vertical frame; 2. mounting hole; 3. connecting and fixing mechanism; 301. fixing threaded column; 302. annular gasket; 303. fixing nut; 304. fixing ring; 305. fixing groove; 306. fixing block; 307. fixing gasket; 308. stabilizing nut; 4. scaffolding board; 5. connecting hole; 6. strengthening vertical board; 7. strengthening horizontal board; 8. limiting mechanism; 801. base; 802. limiting hole; 803. connecting plate; 804. stabilizing column; 805. baffle; 806. baffle groove; 807. fixing plate; 808. threaded rod; 809. handle; 810. limiting disc; 811. limiting plate; 812. limiting column. DETAILED DESCRIPTION

[0020] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention. Example 1

[0021] See also Figures 1-6, the present invention provides a technical solution: a construction equipment for quickly avoiding tower crane anchor rods, including a vertical frame 1. An installation hole 2 is provided on one side surface of the vertical frame 1. A connection and fixing mechanism 3 is arranged on the inner surface of the installation hole 2. A footboard 4 is arranged on the outer surface of the connection and fixing mechanism 3. A connection hole 5 is provided on the outer surface of the footboard 4. A reinforcing vertical plate 6 is fixedly connected to the outer surface of the footboard 4. A reinforcing cross plate 7 is fixedly connected to the lower surface of the footboard 4. A limiting mechanism 8 is arranged on one side surface of the footboard 4; The connection and fixing mechanism 3 includes a fixing threaded column 301, an annular gasket 302, a fixing nut 303, a fixing ring 304, a fixing groove 305, a fixing block 306, a fixing gasket 307 and a stabilizing nut 308. The fixing threaded column 301 is slidably connected to the inner surface of the installation hole 2. The annular gasket 302 is slidably connected to the outer surface of the fixing threaded column 301. The fixing nut 303 is threadedly connected to the outer surface of the fixing threaded column 301. A fixing ring 304 is fixedly connected to one side surface of the fixing nut 303. A fixing groove 305 is provided on one side surface of the fixing ring 304. The fixing block 306 is slidably connected to the inner surface of the fixing groove 305. A fixing gasket 307 is fixedly connected to one side surface of the fixing block 306. The stabilizing nut 308 is threadedly connected to the outer surface of the fixing threaded column 301. Through the settings of the fixing threaded column 301, the annular gasket 302, the fixing nut 303, the fixing ring 304, the fixing groove 305, the fixing block 306, the fixing gasket 307 and the stabilizing nut 308, during use, first pass the fixing threaded column 301 through the installation hole 2 of the vertical frame 1, put on the annular gasket 302 to play a role in buffering and increasing friction, then screw in the fixing nut 303, the fixing nut 303 drives the fixing ring 304 to move, slide the fixing block 306 on the fixing gasket 307 into the fixing groove 305 of the fixing ring 304 to achieve positioning and preliminary connection, and finally screw on the stabilizing nut 308 to further tighten the entire connection structure and prevent loosening.

[0022] Furthermore, the fixing nut 303 and the fixing ring 304 are integrally formed. Multiple groups of fixing grooves 305 are provided on one side surface of the fixing ring 304. Through the setting of the fixing grooves 305, during use, the multiple groups of fixing grooves 305 cooperate with the fixing blocks 306, increasing the contact area, making the connection between the vertical frame 1 and the footboard 4 more stable and capable of bearing greater loads.

[0023] Furthermore, the inner size of the fixing groove 305 is in line with the outer size of the fixing block 306. Multiple groups of fixing blocks 306 are provided on one side surface of the fixing gasket 307. Through the settings of the fixing groove 305 and the fixing block 306, during use, stable connection and positioning can be achieved through the precise cooperation of the fixing groove 305 and the fixing block 306, improving the stability of the connection.

[0024] Furthermore, multiple groups of mounting holes 2 are arranged at equal intervals on one side surface of the vertical frame 1, and multiple groups of connecting holes 5 are arranged on both side surfaces of the scaffolding board 4. Through the arrangement of the mounting holes 2 and the connecting holes 5, when in use, multiple groups of mounting holes 2 and connecting holes 5 can realize the flexible installation of the fixed threaded column 301 connecting parts at different heights and angles to adapt to various construction layouts and connection requirements.

[0025] Furthermore, multiple groups of vertical frames 1 are provided, multiple groups of scaffolding boards 4 are provided, and multiple groups of reinforcing cross boards 7 are provided at equal intervals on the outer surface of the scaffolding boards 4. Through the arrangement of the vertical frames 1, the scaffolding boards 4 and the reinforcing cross boards 7, when in use, multiple groups of vertical frames 1 and scaffolding boards 4 cooperate with each other to build a construction platform, and multiple groups of reinforcing cross boards 7 increase the structural strength of the scaffolding boards 4 to ensure the stability and safety of the entire construction platform during use.

[0026] Furthermore, the limiting mechanism 8 includes a base 801, a limiting hole 802, a connecting plate 803, a stabilizing column 804, a baffle 805, a retaining groove 806, a fixing plate 807, a threaded rod 808, a handle 809, a limiting disc 810, a limiting plate 811 and a limiting column 812. The base 801 is bolted to one side surface of the scaffolding board 4, a limiting hole 802 is provided on one side surface of the base 801, and a connecting plate 803 is fixedly connected to one side surface of the base 801. A stabilizing column 804 is fixedly connected to one side surface of the connecting plate 803, a baffle 805 is fixedly connected to one side surface of the connecting plate 803, a baffle groove 806 is provided on one side surface of the baffle 805, a fixing plate 807 is fixedly connected to one side surface of the base 801, a threaded rod 808 is rotatably connected to the inner side surface of the fixing plate 807, a handle 809 is fixedly connected to one end surface of the threaded rod 808, and a limiting disc 810 is fixedly connected to the other end surface of the threaded rod 808 The outer surface of the threaded rod 808 is threadedly connected to the limiting plate 811, and the inner surface of the limiting plate 811 is slidably connected to the limiting column 812. Through the arrangement of the base 801, the limiting hole 802, the connecting plate 803, the stabilizing column 804, the baffle 805, the retaining groove 806, the fixing plate 807, the threaded rod 808, the handle 809, the limiting disc 810, the limiting plate 811 and the limiting column 812, when in use, the base 801 is fixedly connected to the scaffolding board 4 by bolts. Then, the stabilizing column 804 slides into the mounting hole 2 of the vertical frame 1 to assist in positioning and stabilizing. The baffle plate 805 and the retaining groove 806 support and limit the scaffolding board 4. The handle 809 is turned to drive the threaded rod 808 to rotate. Since the limiting plate 811 is threadedly connected to the threaded rod 808 and the limiting column 812 limits the rotation of the limiting plate 811, the limiting plate 811 will make a linear motion along the threaded rod 808 to adjust its position, thereby limiting the position of the scaffolding board 4.

[0027] Furthermore, two groups of limiting holes 802 are provided on one side surface of the base 801. The limiting holes 802 are fixedly connected to the scaffolding board 4 through bolts and connecting holes 5. Through the setting of the limiting holes 802, when in use, bolts are passed through corresponding holes for fastening to achieve a fixed connection between the base 801 and the scaffolding board 4. At the same time, the two groups of limiting holes 802 play a role in positioning and limiting displacement, thereby ensuring the accuracy and stability of the connection.

[0028] Furthermore, the stabilizing column 804 is slidably connected to the mounting hole 2, and two groups of stabilizing columns 804 are arranged on one side surface of the connecting plate 803. Through the arrangement of the stabilizing column 804, when in use, the stabilizing column 804 can realize position adjustment and convenient installation through the sliding connection. The two groups of stabilizing columns 804 can support and position the vertical frame 1 structure from both sides, thereby enhancing the stability and reliability of the overall structure.

[0029] Furthermore, the diameter of the limiting disk 810 is larger than the diameter of the threaded rod 808, the limiting column 812 is fixedly connected to the fixed plate 807, and two groups of limiting columns 812 are arranged on one side surface of the fixed plate 807. Through the setting of the limiting disk 810, when in use, the limiting disk 810 can prevent the threaded rod 808 from excessive movement, thereby ensuring that the threaded rod 808 works stably within the specified space.

[0030] Working principle: When the rack is in normal use, the vertical frame 1 and the scaffolding board 4 are firmly connected through the connecting fixing mechanism 3. Multiple groups of installation holes 2 and connecting holes 5 can realize the flexible installation of the fixed threaded column 301 connector at different heights and angles to adapt to various construction layouts and connection requirements. The limiting mechanism 8 limits the position of the scaffolding board 4 to ensure the stability of the overall structure. Multiple groups of vertical frames 1 and scaffolding boards 4 cooperate with each other to build a construction platform. Multiple groups of reinforced cross plates 7 increase the structural strength of the scaffolding boards 4 to ensure the stability and safety of the entire construction platform during use. When encountering interference components with the tower crane anchor rod, a special scaffolding board 4 reverse installation method and subsequent operations are adopted. If the rack is deformed after lifting, the deformation must be eliminated first, and then the scaffolding board 4 is installed to avoid the frame being damaged. The accumulated deformation caused by each lifting ensures the stability of the rack and construction safety. Before the rack is ready to be lifted, carefully remove the reversed scaffolding board 4. The removal process must strictly follow the operating specifications to ensure that the removal action does not affect the structure of other parts of the rack, so that the rack can flexibly avoid interference with components such as tower crane anchor rods that may be encountered during the lifting process, creating conditions for safe lifting. After the lifting operation is completed, find the corresponding mounting hole 2 of the vertical frame 1 and the connecting hole 5 of the scaffolding board 4, and use the connecting and fixing mechanism 3 again. Reconnect and install the reversed scaffolding board 4 in the same way as the initial installation to ensure the stability of the connection and restore the rack to a state where it can be used normally and has protective functions. First, pass the fixed threaded column 301 through the mounting hole 2 of the vertical frame 1, and put on the ring The shaped gasket 302 plays a role in buffering and increasing friction. Then, the fixing nut 303 is screwed in. The fixing nut 303 drives the fixing ring 304 to move, and the fixing block 306 on the fixing gasket 307 is slid into the fixing groove 305 of the fixing ring 304. The multiple sets of fixing grooves 305 cooperate with the fixing block 306 to increase the contact area, making the connection between the vertical frame 1 and the scaffolding board 4 more stable and able to withstand a larger load, thereby achieving positioning and preliminary connection. Finally, the stabilizing nut 308 is screwed on to further tighten the entire connection structure to prevent loosening. The base 801 is fixedly connected to the scaffolding board 4 by bolts, and the bolts are fastened through the corresponding holes to achieve a fixed connection between the base 801 and the scaffolding board 4. The two sets of limiting holes 802 play a role in positioning and limiting The role of displacement ensures the accuracy and stability of the connection. The stabilizing column 804 slides into the mounting hole 2 of the vertical frame 1 to assist in positioning and stabilizing. The baffle 805 and the retaining groove 806 support and limit the scaffolding board 4. Turn the handle 809 to drive the threaded rod 808 to rotate. Since the limiting plate 811 is threadedly connected to the threaded rod 808 and the limiting column 812 limits the rotation of the limiting plate 811, the limiting plate 811 will make a linear motion along the threaded rod 808 to adjust the position. The limiting disc 810 can prevent the threaded rod 808 from excessive movement, ensuring that the threaded rod 808 works stably within the specified space. The stabilizing column 804 realizes position adjustment and convenient installation through a sliding connection. The two sets of stabilizing columns 804 can support and position the vertical frame 1 structure from both sides.Enhance the stability and reliability of the overall structure, thereby achieving the limitation of the position of the scaffolding board 4. Embodiment 2

[0031] A method for using a construction device for quickly avoiding a tower crane anchor rod further includes the following steps: Step 1: Before the lifting of the scaffold, remove the reversely installed scaffolding board 4 so that the scaffold can avoid the interfering components during the lifting process; Step 2: After the lifting is completed, connect and install the reversely installed scaffolding board 4 through the connection and fixing mechanism 3 on the installation holes 2 of the same vertical frame 1 and the connection holes 5 of the scaffolding board 4; Step 3: If the scaffold is deformed after lifting, it is necessary to eliminate the deformation of the scaffold before installing the scaffolding board 4 to eliminate the deformation caused by each lifting of the scaffold body; Step 4: When the scaffold is in normal use, the vertical frame 1 and the scaffolding board 4 are firmly connected through the connection and fixing mechanism 3, and the position of the scaffolding board 4 is limited by the limiting mechanism 8.

[0032] Although the embodiments of the present invention have been shown and described, for those of ordinary skill in the art, it can be understood that various changes, modifications, substitutions, and variations can be made to these embodiments without departing from the principles and spirit of the present invention. The scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. A fast avoidance tower crane anchor rod construction device, comprising a vertical frame (1), characterized in that: A mounting hole (2) is provided on one side surface of the vertical frame (1); a connecting and fixing mechanism (3) is provided on the inner side surface of the mounting hole (2); a scaffolding board (4) is provided on the outer side surface of the connecting and fixing mechanism (3); a connecting hole (5) is provided on the outer side surface of the scaffolding board (4); a reinforcing vertical board (6) is fixedly connected to the outer side surface of the scaffolding board (4); a reinforcing horizontal board (7) is fixedly connected to the lower side surface of the scaffolding board (4); and a limiting mechanism (8) is provided on one side surface of the scaffolding board (4); The connection and fixing mechanism (3) comprises a fixing threaded column (301), an annular gasket (302), a fixing nut (303), a fixing ring (304), a fixing groove (305), a fixing block (306), a fixing gasket (307) and a stabilizing nut (308); the inner surface of the mounting hole (2) is slidably connected to the fixing threaded column (301); the outer surface of the fixing threaded column (301) is slidably connected to the annular gasket (302); the outer surface of the fixing threaded column (301) is threadedly connected to the fixing nut (303); one side surface of the fixing nut (303) is fixedly connected to the fixing ring (304); one side surface of the fixing ring (304) is provided with a fixing groove (305); the inner surface of the fixing groove (305) is slidably connected to the fixing block (306); one side surface of the fixing block (306) is fixedly connected to the fixing gasket (307); and the outer surface of the fixing threaded column (301) is threadedly connected to the stabilizing nut (308).

2. The fast avoidance tower crane anchor rod construction equipment according to claim 1 is characterized by: The fixing nut (303) and the fixing ring (304) are integrally formed, and a plurality of fixing grooves (305) are provided on a surface of one side of the fixing ring (304).

3. The fast avoidance tower crane anchor rod construction equipment according to claim 1 is characterized by: The inner dimension of the fixing groove (305) matches the outer dimension of the fixing block (306), and the fixing block (306) is provided in multiple groups on a surface of one side of the fixing gasket (307).

4. The fast avoidance tower crane anchor rod construction equipment according to claim 1 is characterized by: The mounting holes (2) are arranged in a plurality of groups at equal intervals on a side surface of the vertical frame (1), and the connecting holes (5) are arranged in a plurality of groups on both side surfaces of the scaffolding board (4).

5. The fast avoidance tower crane anchor rod construction equipment according to claim 1 is characterized by: The vertical frames (1) are provided in multiple groups, the scaffolding boards (4) are provided in multiple groups, and the reinforcing transverse boards (7) are provided in multiple groups at equal intervals on the outer surface of the scaffolding boards (4).

6. The fast avoidance tower crane anchor rod construction equipment according to claim 1 is characterized by: The limiting mechanism (8) comprises a base (801), a limiting hole (802), a connecting plate (803), a stabilizing column (804), a baffle (805), a retaining groove (806), a fixing plate (807), a threaded rod (808), a handle (809), a limiting disc (810), a limiting plate (811) and a limiting column (812); one side surface of the scaffolding board (4) is bolted to the base (801); a limiting hole (802) is provided on one side surface of the base (801); a connecting plate (803) is fixedly connected to one side surface of the base (801); a stabilizing column (804) is fixedly connected to one side surface of the connecting plate (803); A baffle plate (805) is fixedly connected to one side surface of the connecting plate (803), a baffle groove (806) is provided on one side surface of the baffle plate (805), a fixing plate (807) is fixedly connected to one side surface of the base (801), a threaded rod (808) is rotatably connected to the inner side surface of the fixing plate (807), a handle (809) is fixedly connected to one end surface of the threaded rod (808), a limiting disc (810) is fixedly connected to the other end surface of the threaded rod (808), an outer side surface of the threaded rod (808) is threadedly connected to the limiting plate (811), and an inner side surface of the limiting plate (811) is slidably connected to the limiting column (812).

7. The fast avoidance tower crane anchor rod construction equipment according to claim 6 is characterized by: Two groups of the limiting holes (802) are arranged on a surface of one side of the base (801), and the limiting holes (802) are fixedly connected to the scaffolding board (4) via bolts and connection holes (5).

8. The fast avoidance tower crane anchor rod construction equipment according to claim 6 is characterized by: The stabilizing columns (804) are slidably connected to the mounting holes (2), and two groups of the stabilizing columns (804) are arranged on a surface of one side of the connecting plate (803).

9. The fast avoidance tower crane anchor rod construction equipment according to claim 6, characterized in that: The diameter of the limiting disc (810) is greater than the diameter of the threaded rod (808); the limiting posts (812) are fixedly connected to the fixing plate (807); and two groups of the limiting posts (812) are arranged on a surface of one side of the fixing plate (807).

10. A method for using a construction device for quickly avoiding a tower crane anchor rod, characterized in that: The fast avoidance tower crane anchor rod construction equipment according to any one of claims 1 to 8 further comprises the following steps: Step 1: Before the shelf is raised or lowered, the reverse scaffolding board (4) is removed so that the shelf can avoid interfering parts during the lifting process; Step 2: After the lifting is completed, the reverse scaffolding board (4) is connected and installed on the mounting hole (2) of the same vertical frame (1) and the connecting hole (5) of the scaffolding board (4) through the connecting and fixing mechanism (3); Step 3: If the frame is deformed after lifting, the deformation of the frame needs to be eliminated before installing the scaffolding board (4) to eliminate the deformation of the frame caused by each lifting; Step 4: When the rack is in normal use, the vertical frame (1) and the scaffolding board (4) are firmly connected by the connecting and fixing mechanism (3), and the limiting mechanism (8) limits the position of the scaffolding board (4).

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