A tower crane with a wind-resistant structure and its working method

Abstract

The present invention relates to the field of construction, and particularly to a tower crane with a wind-resistant structure and its working method, including an annular support chassis, and a plurality of support uprights fixedly arranged on the annular support chassis. A plurality of mounting holes are arranged around the annular support chassis, and the support uprights are inserted into the mounting holes. A first wind-resistant and stability-maintaining device for fixing the support uprights is arranged on the annular support chassis. A second wind-resistant and stability-maintaining device is movably arranged between two adjacent support uprights. The first wind-resistant and stability-maintaining device includes an arc-shaped connecting plate, and a first telescopic block and a second telescopic block arranged at both ends of the arc-shaped connecting plate. The first telescopic block and the second telescopic block are respectively abutted and connected to two adjacent support uprights, solving the technical problem that in the working process of the existing tower crane, due to its structural design, its middle part and upper-middle part are prone to deformation and even breakage under the action of strong wind.

Description

Technical Field

[0001] The present invention relates to the field of construction, and particularly to a tower crane with a wind-resistant structure and its working method. Background Art

[0002] Tower cranes are machines used to build tower buildings in construction projects. The terrain environment in construction sites is mostly open on all sides, so the wind flow and air currents blow back and forth without obstruction, and the wind volume is often large. The wind force will directly act on the tower crane. Therefore, the tower crane needs to have good wind resistance to ensure the safety of tower buildings and construction workers.

[0003] The invention patent with the Chinese patent application number 202110833953.6 discloses a boom tower crane wind protection method, which is carried out in cooperation with a boom tower crane wind protection device. The boom tower crane wind protection device includes a foundation, on which a plurality of standard sections vertically arranged and fixedly connected to each other are provided. There is a support control mechanism between the standard section directly connected to the foundation and the foundation. Above the support control mechanism of the standard section, eight groups of four support rods perpendicular to each other are provided. Each group of support rods is provided with a detection housing, and each detection housing is internally provided with a touch detection mechanism. A wind speed detector is provided on the topmost standard section. Two connecting and fixing rods are symmetrically provided on the topmost standard section, and a counterweight level control system is provided for the connecting and fixing rods. Four slide pipes are symmetrically provided inside the standard section, and a moving fixing mechanism is provided on each slide pipe. The purpose of comprehensive wind resistance and anti-wind of the boom tower crane is realized without changing the original structure and load of the tower crane and without occupying the internal passage space of the tower crane standard section. The technical solution proposed by the above invention strengthens the connection between the foundation and the standard section by setting a support control mechanism. However, through the analysis of the wind force on the overall tower crane, the force is mainly concentrated in the middle and upper middle parts. Even if the bottom is well reinforced, there may still be excessive force in the middle, resulting in deformation or breakage, affecting the safety of the building and personnel. Summary of the Invention

[0004] Therefore, in view of the above problems, the present invention proposes a tower crane with a wind-resistant structure and its working method, which solves the technical problem that the middle and upper middle parts of the existing tower crane are prone to deformation and even breakage under the action of strong wind during the working process due to its structural design.

[0005] To achieve the above object, the present invention adopts the following technical solutions: A tower crane with a wind-resistant structure, including an annular support chassis, and a plurality of support uprights fixedly arranged on the annular support chassis. A plurality of mounting holes are arranged around the annular support chassis, and the circumferential distance between adjacent two mounting holes is the same. The support uprights are inserted into the mounting holes, and a first wind-resistant and stability-maintaining device for fixing the support uprights is arranged on the annular support chassis. A second wind-resistant and stability-maintaining device is movably arranged between adjacent two support uprights. The first wind-resistant and stability-maintaining device includes an arc-shaped connecting plate and a first telescopic block and a second telescopic block arranged at both ends of the arc-shaped connecting plate. The arc-shaped connecting plate is used to connect the bottoms of adjacent two support uprights to cause them to generate linkage. The first telescopic block and the second telescopic block are respectively abutted and connected with adjacent two support uprights;

[0006] A working platform for construction is sleeved on the support upright.

[0007] Further, a first extension plate and a second extension plate are arranged on the annular support chassis. The first extension plate extends along the inner side of the annular support chassis in the horizontal plane, and the second extension plate extends along the outer side of the annular support chassis in the horizontal plane.

[0008] Further, a first automatic locking nail is arranged on the lower bottom surface of the first extension plate, and a second automatic locking nail is arranged on the lower bottom surface of the second extension plate. A rotation motor for driving its own rotation is integrally arranged inside both the first automatic locking nail and the second automatic locking nail.

[0009] Further, the radian of the arc-shaped connecting plate fits the radian of the annular support chassis and the arc-shaped connecting plate is fixedly connected with the annular support chassis. A function cavity is arranged inside the arc-shaped connecting plate. The first telescopic block and the second telescopic block are arranged in the function cavity and are rotatably connected with the arc-shaped connecting plate.

[0010] Further, the first telescopic block and the second telescopic block are of a symmetric structure, and both are of a triangular prism structure. A first connection hole is arranged on the side surface of the first telescopic block close to the second telescopic block, and a second connection hole is arranged on the side surface of the second telescopic block close to the first telescopic block. A hydraulic telescopic push rod is arranged between the first telescopic block and the second telescopic block in the function cavity. Both ends of the hydraulic telescopic push rod are respectively inserted into the first connection hole and the second connection hole. By controlling the telescopic of the hydraulic telescopic push rod, the telescopic of the first telescopic block and the second telescopic block is controlled. By default, in the initial state, the hydraulic telescopic push rod pushes both the first telescopic block and the second telescopic block outwards to abut against the support upright.

[0011] Further, the second wind resistance and stability device includes a first connecting plate, a second connecting plate, and wind resistance connecting rods disposed between the first connecting plate and the second connecting plate. The first connecting plate and the second connecting plate are respectively fixedly disposed at the left and right ends of the middle part of the support vertical frame, and the wind resistance connecting rods are respectively movably connected to the first connecting plate and the second connecting plate.

[0012] Further, the first connecting plate and the second connecting plate are in the same horizontal plane, and both extend vertically up and down. The top extends to the upper middle part of the support vertical frame, and the bottom extends to the lower middle part of the support vertical frame. A number of first clamping holes are provided on the first connecting plate, and a number of second clamping holes are provided on the second connecting plate. The horizontal positions of the first clamping holes and the second clamping holes correspond one by one. One end of the wind resistance connecting rod is clamped with the first clamping hole, and the other end is clamped with the second clamping hole. The wind resistance connecting rod always remains horizontally placed.

[0013] Further, the wind resistance connecting rod includes a central rod body, a first movable telescopic rod body and a second movable telescopic rod body symmetrically disposed at both ends of the central rod body. The first movable telescopic rod body and the second movable telescopic rod body are both inserted into the central rod body. A high-elasticity spring is disposed between the first movable telescopic rod body and the second movable telescopic rod body. The first movable telescopic rod body and the second movable telescopic rod body perform elastic displacement along the axial direction of the central rod body under the action of the high-elasticity spring. In the initial state, when the wind resistance connecting rod is placed between the first connecting plate and the second connecting plate, the high-elasticity spring is in a stressed state, and the first movable telescopic rod body and the second movable telescopic rod body are subjected to the elastic force of the high-elasticity spring and thus generate a top thrust on the support vertical frame.

[0014] Further, sliding balls are provided at the free end ends of the first movable telescopic rod body and the second movable telescopic rod body.

[0015] A working method of a tower crane with a wind resistance structure includes the following steps:

[0016] S1. Foundation pit treatment: Driving piles, lowering the groundwater level of the foundation pit to 500 mm below the base, excavating with a slope and controlling the base elevation, pouring a plain concrete cushion, and laying a fine sand sliding layer;

[0017] S2. Placing the annular support chassis: Using a crane to place the annular support chassis on the foundation pit. At this time, the first automatic locking nails and the second automatic locking nails are inserted into the ground and start to rotate automatically, improving the cooperation with the ground;

[0018] S3. Installing the first wind resistance and stability device: Fixing and installing the arc-shaped connecting plate on the annular support chassis and strengthening the connection with bolts;

[0019] S4. Place and reinforce the support upright frame; insert the support upright frame into the mounting holes on the annular support chassis through a crane in sequence. During the installation process, the first telescopic block and the second telescopic block on the arc-shaped connecting plate remain retracted. After the support upright frame is completely inserted into the mounting hole, remove the external force to make the first telescopic block and the second telescopic block protrude outward until they abut against the support upright frame, providing strong elastic support for the bottom area of the support upright frame.

[0020] S5. Install the working platform; sleuth the working platform over the support upright frame from top to bottom through a crane, and at the same time install a hydraulic lifting system on the working platform for control through the hydraulic lifting system.

[0021] S6. Install the second wind resistance and stability device; erect the wind resistance connecting rod between the first clamping hole and the second clamping hole to ensure that the wind resistance connecting rod remains horizontal after installation. In the initial state, both the first movable telescopic rod body and the second movable telescopic rod body on the wind resistance connecting rod are in the state of protruding outward.

[0022] By adopting the foregoing technical solutions, the beneficial effects of the present invention are as follows:

[0023] 1. The wind-resistant tower crane proposed by the present invention, compared with the existing tower cranes, can cope with the influence brought by stronger airflows, and at the same time can flexibly respond when facing strong winds through the improvement of its own structure. Specifically, by setting the first wind resistance and stability device and the second wind resistance and stability device to cooperate with each other, to ensure good support for the bottom and the upper-middle area of the support upright frame in the tower crane. At the same time, both of them innovatively adopt elastic support to avoid mechanical structure deformation caused by rigid support; and the present invention strengthens the support for the annular support chassis synchronously to improve the stability of the annular support chassis. By setting the first extension plate and the second extension plate on the annular support chassis, to increase the contact area between the annular support chassis and the ground. At the same time, a first automatic locking nail is provided on the bottom surface of the first extension plate, and a second automatic locking nail is provided on the bottom surface of the second extension plate. Both the first automatic locking nail and the second automatic locking nail work through a rotating motor, and they increase the cooperation degree with the ground through self-rotation, ensuring that the annular support chassis can be firmly combined with the ground without shaking.

[0024] 2. The arc-shaped connecting plate in the present invention is arranged between two adjacent supporting vertical frames. Its main function is to connect the two adjacent supporting vertical frames, enabling them to establish a linkage. In traditional tower cranes, the supporting frames are all independently supported without any reliance around them. However, in the present invention, an arc-shaped connecting plate is fixedly arranged between the two supporting vertical frames. A first telescopic block and a second telescopic block are correspondingly arranged on both sides of the arc-shaped connecting plate. The first telescopic block and the second telescopic block are both rotatably connected to the arc-shaped connecting plate and are linked through a hydraulic telescopic push rod, ensuring that both the first telescopic block and the second telescopic block abut against the supporting vertical frame. When a strong wind comes, the supporting vertical frame sways with the strong wind. The force at the top of the supporting vertical frame is transmitted to the bottom, and the bottom will swing slightly. The arc-shaped connecting plate coordinates the bottoms of each supporting vertical frame to form a whole, and together with the annular supporting bottom frame, it ensures the stability of the bottom of the supporting vertical frame. When the bottom of the supporting vertical frame deflects, the first telescopic block and the second telescopic block on both sides thereof always abut against both sides of the supporting vertical frame to provide elastic support for it.

[0025] 3. For the middle and upper parts of the tower crane, when affected by strong winds, compared with the bottom, it usually swings to a greater extent. During the swinging process, the isolated supporting vertical frames are prone to break during the shaking and then cause a chain reaction, possibly resulting in the risk of overall collapse. In the present invention, the second wind resistance and stability device is directly used to carry out the stability maintenance work for the middle and upper parts of the tower crane. It also adopts the method of establishing connections between each supporting vertical frame to make them linked. In the face of strong winds, it is equivalent to using the wind resistance connecting rods to support each supporting vertical frame to provide stability maintenance operations. When two supporting vertical frames swing in a posture of approaching each other, the wind resistance connecting rods provide an outward pushing force for them so that they will not deflect too much or even interfere with each other. When two supporting vertical frames swing in a posture of moving away from each other, the wind resistance connecting rods on the other side also provide a pushing force to ensure that their swinging range will not be too large. At the same time, the supporting performance of the wind resistance connecting rods is also elastic support, which not only ensures that the supporting vertical frames will not be deformed due to hard support during the shaking process, but also ensures the working stability of the wind resistance connecting rods themselves.

[0026] 4. At the same time, in the present invention, sliding balls are provided at the free ends of the first and second movable telescopic rod bodies. The purpose is to ensure that when each support stand sways in the wind, the states of each support stand are different. Even if the wind direction is the same, the movement trajectories of the independent support stands will all change slightly. Through the setting of the sliding balls, it is ensured that even if there are slight changes in the movement trajectories between adjacent support stands, the wind resistance connecting rods always abut against the support stands and can deflect to a certain extent under the action of the sliding balls, that is, form a small angle with the horizontal plane. This is to ensure that the support provided for the support stand is always elastic support, avoiding deformation of the support member and the support stand caused by rigid support, and also avoiding rigid interference between the support member and the support stand. BRIEF DESCRIPTION OF THE DRAWINGS

[0027] Other features, objects, and advantages of the present invention will become more apparent by reading the following detailed description of non - restrictive embodiments with reference to the accompanying drawings:

[0028] Figure 1 It is a schematic expanded plan view of the overall structure of the present invention;

[0029] Figure 2 is Figure 1 an enlarged view of part A in

[0030] Figure 3 It is a schematic top - view structure diagram of the distribution of support stands in the present invention;

[0031] Figure 4 It is a schematic top - view structure diagram of the first wind - resistance and stability - maintaining device in the present invention;

[0032] Figure 5 It is a schematic front - view structure diagram of the first wind - resistance and stability - maintaining device in the present invention;

[0033] Figure 6 It is a schematic internal - structure diagram of the second wind - resistance and stability - maintaining device in the present invention;

[0034] Figure 7 It is a flowchart of the working method of the present invention. DETAILED DESCRIPTION OF THE EMBODIMENTS

[0035] To make the technical means, creative features, achieved purposes, and functions of the present invention easy to understand, the present invention will be further described below in conjunction with specific embodiments.

[0036] Please refer to Figures 1 - 7The present invention provides a tower-building machine with a wind-resistant structure, comprising an annular support base frame 1, 12 support stands fixedly arranged on the annular support base frame 1, the annular support base frame 1 being circumferentially provided with 12 mounting holes 13, the circumferential distances between two adjacent mounting holes 13 being the same, the support stands 2 being inserted into the mounting holes 13, the annular support base frame 1 being provided with a first wind-resistant stabilizing device 3 for fixing the support stands 2, a second wind-resistant stabilizing device 4 being movably arranged between two adjacent support stands 2, the first wind-resistant stabilizing device 3 comprising an arc-shaped connecting plate 31 and a first telescopic block 32 and a second telescopic block 33 arranged at both ends of the arc-shaped connecting plate 31, the arc-shaped connecting plate 31 being used to connect the bottoms of two adjacent support stands 2 so that the two are linked, the first telescopic block 32 and the second telescopic block 33 are respectively abutted against and connected with the two adjacent support stands 2;

[0037] The supporting frame 2 is provided with a working platform 5 for construction.

[0038] The annular support frame 1 is provided with a first extension plate 11 and a second extension plate 12. The first extension plate 11 extends along the inner side of the annular support frame 1 on a horizontal plane, and the second extension plate 12 extends along the outer side of the annular support frame 1 on a horizontal plane. The first extension plate 11 and the second extension plate 12 are in the same horizontal plane and are both flush with the lower bottom surface of the annular support frame 1.

[0039] A first automatic locking pin 111 is provided on the lower bottom surface of the first extension plate 11, and a second automatic locking pin 121 is provided on the lower bottom surface of the second extension plate 12. The first automatic locking pin 111 and the second automatic locking pin 121 are both integrated with a rotating motor for driving their own rotation, ensuring that the first automatic locking pin 111 and the second automatic locking pin 121 can rotate on their own.

[0040] The radian of the arc-shaped connecting plate 31 conforms to the radian of the annular support chassis 1, and the arc-shaped connecting plate 31 is fixedly connected to the annular support chassis 1. A functional cavity is provided inside the arc-shaped connecting plate 31. The first telescopic block 32 and the second telescopic block 33 are arranged in the functional cavity and are rotatably connected to the arc-shaped connecting plate 31. The first telescopic block 32 and the second telescopic block 33 are of a symmetrical structure, and both are of a triangular prism structure. A first connection hole 321 is provided on one side of the first telescopic block 32 close to the second telescopic block 33, and a second connection hole 331 is provided on one side of the second telescopic block 33 close to the first telescopic block 32. A hydraulic telescopic push rod 34 is arranged between the first telescopic block 32 and the second telescopic block 33 in the functional cavity. Two ends of the hydraulic telescopic push rod 34 are respectively inserted into the first connection hole 321 and the second connection hole 331. The expansion and contraction of the first telescopic block 32 and the second telescopic block 33 are controlled by controlling the expansion and contraction of the hydraulic telescopic push rod 34. By default, in the initial state, the hydraulic telescopic push rod 34 pushes the first telescopic block 32 and the second telescopic block 33 outwards until they abut against the support upright 2;

[0041] The second wind resistance and stability maintaining device 4 includes a first connecting plate 41, a second connecting plate 42, and a wind resistance connecting rod 43 arranged between the first connecting plate 41 and the second connecting plate 42. The first connecting plate 41 and the second connecting plate 42 are respectively fixedly arranged at the left and right ends of the middle part of the support upright 2. The wind resistance connecting rod 43 is movably connected to the first connecting plate 41 and the second connecting plate 42 respectively. The first connecting plate 41 and the second connecting plate 42 are in the same horizontal plane, and both extend vertically in the vertical direction, with the top extending to the upper middle part of the support upright 2 and the bottom extending to the lower middle part of the support upright 2. Three first clamping holes 411 are provided on the first connecting plate 41, and three second clamping holes 421 are provided on the second connecting plate 42. The horizontal positions of the first clamping holes 411 and the second clamping holes 421 correspond one by one. One end of the wind resistance connecting rod 43 is clamped with the first clamping hole 411, and the other end is clamped with the second clamping hole 421. The wind resistance connecting rod 43 always remains horizontally placed.

[0042] The wind-resistant connecting rod 43 includes a central rod body 431, a first movable telescopic rod body 432 and a second movable telescopic rod body 433 symmetrically arranged at both ends of the central rod body 431. The first movable telescopic rod body 432 and the second movable telescopic rod body 433 are both inserted into the central rod body 431. A high-elasticity spring 44 is arranged between the first movable telescopic rod body 432 and the second movable telescopic rod body 433. Under the action of the high-elasticity spring 44, the first movable telescopic rod body 432 and the second movable telescopic rod body 433 perform elastic displacement along the axial direction of the central rod body 431. In the initial state, when the wind-resistant connecting rod 43 is placed between the first connecting plate 41 and the second connecting plate 42, the high-elasticity spring 44 is in a stressed state. The first movable telescopic rod body 432 and the second movable telescopic rod body 433 are subjected to the elastic force of the high-elasticity spring 44 and thus generate a top thrust on the support stand 2.

[0043] Sliding balls 434 are arranged at the free end terminals of the first movable telescopic rod body 432 and the free end terminals of the second movable telescopic rod body 433.

[0044] This embodiment simultaneously proposes a working method of the above invention, a working method of a tower crane with a wind-resistant structure, including the following steps:

[0045] S1. Foundation pit treatment: Driving piles, lowering the groundwater level in the foundation pit to 500 mm below the foundation bottom, excavating with a slope and controlling the foundation bottom elevation, pouring a plain concrete cushion, and laying a fine sand sliding layer;

[0046] S2. Placing the annular support chassis 1: Using a crane to place the annular support chassis 1 on the foundation pit. At this time, the first automatic locking nail 111 and the second automatic locking nail 121 are inserted into the ground and start to rotate automatically, improving the cooperation with the ground;

[0047] S3. Installing the first wind-resistant and stability-maintaining device 3: Fixing and installing the arc-shaped connecting plate 31 on the annular support chassis 1 and strengthening the connection with bolts;

[0048] S4. Placing and strengthening the support stand 2: Sequentially inserting the support stand 2 into the installation holes 13 on the annular support chassis 1 through a crane. During the installation process, the first telescopic block 32 and the second telescopic block 33 on the arc-shaped connecting plate 31 remain retracted. After the support stand 2 is completely inserted into the installation hole, remove the external force to make the first telescopic block 32 and the second telescopic block 33 push outwards to abut against the support stand 2, providing strong elastic support for the bottom area of the support stand 2;

[0049] S5. Installing the working platform: Using a crane to sleeved the working platform 5 onto the support stand 2 from top to bottom. At the same time, install a hydraulic lifting system on the working platform 5 and control it through the hydraulic lifting system;

[0050] S6. Installation of the second wind resistance and stability device 4: The wind resistance connecting rod 43 is installed between the first clamping hole 411 and the second clamping hole 421 to ensure that the wind resistance connecting rod 43 is in a horizontal state after installation. In the initial state, both the first movable telescopic rod body 432 and the second movable telescopic rod body 433 on the wind resistance connecting rod 43 are in the state of being ejected outwards.

[0051] The foregoing has shown and described the basic principles, main features and advantages of the present invention. For those skilled in the art, it is obvious that the present invention is not limited to the details of the above-described exemplary embodiments, and without departing from the spirit or basic features of the present invention, the present invention can be implemented in other specific forms. Therefore, from any point of view, the embodiments should be regarded as exemplary and non-limiting. The scope of the present invention is defined by the appended claims rather than the above description. Therefore, all changes falling within the meaning and scope of the equivalent elements of the claims are intended to be included in the present invention. Any reference signs in the claims should not be construed as limiting the claims involved.

[0052] In addition, it should be understood that although this specification is described in accordance with the embodiments, not every embodiment only contains an independent technical solution. This narrative manner of the specification is only for clarity. Those skilled in the art should regard the specification as a whole, and the technical solutions in each embodiment can also be appropriately combined to form other embodiments that can be understood by those skilled in the art.

Claims

1. A tower crane with a wind-resistant structure, comprising an annular support chassis and a plurality of support uprights fixedly arranged on the annular support chassis, characterized in that: A number of mounting holes are arranged around the annular support chassis, and the circumferential distance between two adjacent mounting holes is the same. The support upright is inserted into the mounting hole. A first wind-resistant and stability-maintaining device for fixing the support upright is arranged on the annular support chassis. A second wind-resistant and stability-maintaining device is movably arranged between two adjacent support uprights. The first wind-resistant and stability-maintaining device includes an arc-shaped connecting plate and a first telescopic block and a second telescopic block arranged at both ends of the arc-shaped connecting plate. The arc-shaped connecting plate is used for connecting the bottoms of two adjacent support uprights to cause linkage between the two. The first telescopic block and the second telescopic block are respectively abutted and connected to two adjacent support uprights; A working platform for construction is sleeved on the support upright.

2. The tower crane with a wind-resistant structure according to claim 1, characterized in that: A first extension plate and a second extension plate are arranged on the annular support chassis. The first extension plate extends along the inner side of the annular support chassis in the horizontal plane, and the second extension plate extends along the outer side of the annular support chassis in the horizontal plane.

3. The tower crane with a wind-resistant structure according to claim 2, characterized in that: First automatic locking nails are arranged on the lower bottom surface of the first extension plate, and second automatic locking nails are arranged on the lower bottom surface of the second extension plate. A rotation motor for driving its own rotation is integrally arranged inside both the first automatic locking nail and the second automatic locking nail.

4. A tower crane with a wind-resistant structure according to claim 3, characterized in that: The radian of the arc-shaped connecting plate fits the radian of the annular support chassis and the arc-shaped connecting plate is fixedly connected to the annular support chassis. A functional cavity is arranged inside the arc-shaped connecting plate. The first telescopic block and the second telescopic block are arranged in the functional cavity and are rotatably connected to the arc-shaped connecting plate.

5. The tower crane with a wind-resistant structure according to claim 4, characterized in that: The first telescopic block and the second telescopic block are of a symmetrical structure, and both are of a triangular prism structure. A first connection hole is arranged on the side surface of the first telescopic block close to the second telescopic block, and a second connection hole is arranged on the side surface of the second telescopic block close to the first telescopic block. A hydraulic telescopic push rod is arranged between the first telescopic block and the second telescopic block in the functional cavity. Both ends of the hydraulic telescopic push rod are respectively inserted into the first connection hole and the second connection hole. By controlling the telescopic of the hydraulic telescopic push rod, the telescopic of the first telescopic block and the second telescopic block is controlled. By default, in the initial state, the hydraulic telescopic push rod pushes the first telescopic block and the second telescopic block outwards to abut against the support upright.

6. The tower crane with a wind-resistant structure according to claim 5, characterized in that: The second wind-resistant and stability-maintaining device includes a first connecting plate, a second connecting plate, and a wind-resistant connecting rod arranged between the first connecting plate and the second connecting plate. The first connecting plate and the second connecting plate are respectively fixedly arranged at the left and right ends in the middle of the support upright. The wind-resistant connecting rod is respectively movably connected to the first connecting plate and the second connecting plate.

7. The tower crane with a wind-resistant structure according to claim 6, characterized in that: The first connecting plate and the second connecting plate are in the same horizontal plane, and both extend up and down in the vertical direction, with the top extending to the upper middle end of the support frame and the bottom extending to the lower middle end of the support frame. The first connecting plate is provided with a plurality of first clamping holes, and the second connecting plate is provided with a plurality of second clamping holes. The horizontal positions of each first clamping hole and each second clamping hole correspond one to one. One end of the wind-resistant connecting rod is clamped with the first clamping hole, and the other end is clamped with the second clamping hole. The wind-resistant connecting rod is always kept horizontally placed.

8. A tower crane with a wind-resistant structure according to claim 7, characterized in that: The wind-resistant connecting rod includes a central rod body, a first movable telescopic rod body and a second movable telescopic rod body symmetrically arranged at both ends of the central rod body, the first movable telescopic rod body and the second movable telescopic rod body are both inserted into the central rod body, and a high-elasticity spring is arranged between the first movable telescopic rod body and the second movable telescopic rod body. The first movable telescopic rod body and the second movable telescopic rod body are elastically displaced along the axial direction of the central rod body under the action of the high-elasticity spring. In the initial state, when the wind-resistant connecting rod is placed between the first connecting plate and the second connecting plate, the high-elasticity spring is in a stressed state, and the first movable telescopic rod body and the second movable telescopic rod body are subjected to the elastic force of the high-elasticity spring and thus generate a pushing force on the supporting frame.

9. The tower crane with a wind-resistant structure according to claim 8, characterized in that: The free end of the first movable telescopic rod and the free end of the second movable telescopic rod are both provided with sliding balls.

10. A working method of a tower crane with a wind-resistant structure as described in claim 9, characterized in that: The following steps are involved: S1. Foundation pit preparation: pile foundation driving, foundation pit water leveling to 500mm below the base, slope excavation and base elevation control, pouring of plain concrete cushion layer, and laying of fine sand sliding layer; S2. Place the annular support frame: Use a crane to place the annular support frame on the foundation pit. At this time, the first and second automatic locking nails are inserted into the ground and start to rotate at the same time to improve the fit with the ground. S3. Install the first wind-resistant stabilization device: Fix the arc-shaped connecting plate to the annular support frame and reinforce the connection with bolts; S4. Place and reinforce the support frames. Insert the support frames into the mounting holes on the annular support frame in sequence using a crane. During the installation process, the first and second telescopic blocks on the arc-shaped connecting plate remain retracted. After the support frames are fully inserted into the mounting holes, remove the external force so that the first and second telescopic blocks are pushed outward to abut against the support frames, providing strong elastic support for the bottom area of the support frames. S5. Install the working platform: Use a crane to place the working platform on the supporting frame from top to bottom, and install a hydraulic lifting system on the working platform, which is controlled by the hydraulic lifting system. S6. Install the second wind-resistant stabilization device; install the wind-resistant connecting rod between the first clamping hole and the second clamping hole to ensure that the wind-resistant connecting rod remains horizontal after installation. In the initial state, the first movable telescopic rod body and the second movable telescopic rod body on the wind-resistant connecting rod are both in an outward-pushing state.

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