High-rise steel structure platform with hollow structure

Abstract

The invention relates to a high-rise steel structure platform with a hollow structure. The high-rise steel structure platform comprises a bearing frame, a bearing beam, a bearing frame and a bearing piece. A plurality of groups of bearing beams and bearing frames are arranged in the bearing frame, a pair of bearing frames which are close to each other are arranged on the surfaces of the bearing beams, the pair of bearing frames on the bearing beams are arranged in a mirror image mode relative to the center lines of the bearing frames, the bearing pieces are arranged at the butt joint positions of the bearing beams and the bearing frames, notches are milled in the bearing beams, and the bearing frames are arranged in the notches. A pair of first protrusions are arranged on the face, facing the bearing frame, of the bearing piece, and a pair of second protrusions are arranged on the face, facing the bearing beam, of the bearing piece. Locking is automatically triggered in the installation process of the high-rise steel structure platform with the empty structure, and the requirement for high-altitude manual adjustment is reduced; the protection strips and the elastic buffering design reduce installation impact hazards, and the safety of constructors is guaranteed.

Description

Technical Field

[0001] The present invention belongs to the technical field of steel structure platforms, and specifically relates to a steel structure platform with a high-rise vacuum structure. Background Art

[0002] In the power transmission project, on the steel structure platform, workers stand above it to perform high-altitude operations. When people walk or place work, the steel structure platform will shake, which will cause the steel structure beams and frames to vibrate, affecting the stability effect during use and posing a safety hazard to high-altitude operators during operation.

[0003] In view of this, a steel structure platform with a high-rise vacuum structure is proposed. Summary of the Invention

[0004] The purpose of this part is to outline some aspects of the embodiments of the present invention and briefly introduce some preferred embodiments. Some simplifications or omissions may be made in this part, as well as in the abstract and title of the present application, to avoid obscuring the purpose of this part, the abstract, and the title. However, such simplifications or omissions cannot be used to limit the scope of the present invention.

[0005] In view of the following technical problems in the prior art: on the steel structure platform, workers stand above it to perform high-altitude operations. When people walk or place work, the steel structure platform will shake, which will cause the steel structure beams and frames to vibrate, affecting the stability effect during use and posing a safety hazard to high-altitude operators during operation.

[0006] To solve the above technical problems, the present invention provides the following technical solution: a steel structure platform with a high-rise vacuum structure, including a bearing frame, bearing beams, bearing frames, and bearing members;

[0007] A number of bearing beams and bearing frames are installed in the bearing frame. A pair of adjacent bearing frames are arranged on the surface of the bearing beam. A pair of bearing frames on the bearing beam are arranged in a mirror image with respect to its center line. The bearing member is installed at the docking part of the bearing beam and the bearing frame. A notch is milled on the bearing beam, and the bearing member is placed in the notch. A pair of protrusions I are arranged on the surface of the bearing member facing the bearing frame. A pair of protrusions II are arranged on the surface of the bearing member facing the bearing beam. The pair of protrusions II are distributed at the edges of the bearing beam. The protrusion I part of the bearing member penetrates through the bearing frame. A reliable component I is arranged on the opposite side of the pair of protrusions II of the bearing member. A positioning component is arranged at the part where the protrusion I of the bearing member extends into the bearing frame;

[0008] An expansion pressure component is arranged at the middle position of the bearing member. A reliable component II is arranged on the back of the bearing member. A linkage component is arranged on the upper surface of the bearing member. A blocking component is arranged on the protrusion I of the bearing member.

[0009] As a preferred technical solution of a high-rise space structure steel platform, the first reliable component includes a positioning column, a round roller, a linkage column and a first telescopic elastic member. The positioning column is butted against the back surfaces of a pair of second protrusions of the bearing member. The round roller is hinged to the positioning column. The butt joint position of the positioning column and the round roller is not located at the center position of the round roller. The linkage column is arranged on the surface of the bearing member facing the bearing beam in a telescopic movement manner. A circular ring is arranged at the middle position of the linkage column. A first telescopic elastic member is arranged between the circular ring part of the linkage column and the middle position of the bearing member. The first telescopic elastic member surrounds the circumferential surface of the linkage column. The part of the linkage column facing the bearing beam is butted against the round roller.

[0010] As a preferred technical solution of a high-rise space structure steel platform, the positioning component includes a positioning block and a central column. A center post is arranged on the first protrusion of the central column. The positioning block is hinged to the circumferential surface of the central column.

[0011] As a preferred technical solution of a high-rise space structure steel platform, a positioning channel is milled on the bearing frame. A round opening is milled at the upper opening position of the positioning channel. The first protrusion of the bearing member is connected to the positioning channel in an insertion manner.

[0012] As a preferred technical solution of a high-rise space structure steel platform, the pressure boosting component includes a fixed column, a telescopic cylinder and a telescopic sleeve. The fixed column is arranged inside the bearing member. Blocks are arranged at two extreme positions of the fixed column. The block part of the fixed column is connected to the telescopic cylinder in a telescopic movement manner. The first linkage frame is hinged to the part of the telescopic cylinder deviating from the fixed column.

[0013] As a preferred technical solution of a high-rise space structure steel platform, the telescopic sleeve is arranged on the outer periphery of the fixed column in a telescopic movement manner. The number of the telescopic sleeves arranged is a pair. The part of the first linkage frame deviating from the telescopic cylinder is hinged to the telescopic sleeve. A second linkage frame is hinged to a pair of the telescopic sleeves. A movable column is arranged at the intersection of the pair of the second linkage frames. A second telescopic elastic member is arranged between the middle positions of the telescopic sleeve and the block of the fixed column. The second telescopic elastic member surrounds the circumferential surface of the fixed column.

[0014] As a preferred technical solution of a high-rise space structure steel platform, the second reliable component includes a guiding column, a first linkage sleeve, a second linkage sleeve and a limiting member. The guiding column is arranged on the back of the bearing member. The first linkage sleeve and the second linkage sleeve are arranged outside the guiding column in a telescopic movement manner. The part of the first linkage sleeve deviating from the guiding column is connected to the linkage column. The second linkage sleeve is connected to the first linkage sleeve.

[0015] As an optimal technical solution for a high-rise vacuum-structured steel platform, a restricting member extends through the raised portion of the bearing member in a hinged manner. The restricting member consists of a vertical column and an irregular sleeve. There are inclined grooves on the vertical column of the restricting member, and one end of the linkage sleeve frame two is movably docked in the inclined grooves of the restricting member.

[0016] As an optimal technical solution for a high-rise vacuum-structured steel platform, the linkage assembly includes a linkage seat, a protective strip, and a cylinder. The linkage seat is disposed on the upper surface of the bearing member. The protective strip is disposed on the upper surface of the linkage seat. There are long grooves milled on the surface of the protective strip. A cylinder is installed on the back of the linkage seat. The cylinder telescopically moves and is docked in the bearing member. The two extreme ends of the movable column are docked in the linkage seat.

[0017] As an optimal technical solution for a high-rise vacuum-structured steel platform, the obstruction assembly includes a movable piece, a rotating column, and a torsion elastic member. The rotating column is docked at the edge of the raised portion of the bearing member. The movable piece is hingedly installed on the rotating column. A torsion elastic member is installed on the rotating column.

[0018] Advantages of the present invention:

[0019] 1. Automatic locking function: The self-weight of the bearing frame drives the linkage column and the round roller to rotate, so that the round roller fits against the bearing beam, forming self-adaptive locking and enhancing the connection stability.

[0020] 2. Dynamic pressurization of the pressure expansion component: When the bearing frame is installed, the telescopic cylinder is linked by the movable column to push against the edge of the bearing beam notch outward, forming a two-way pressure to prevent connection loosening.

[0021] 3. Enhanced resistance of the restricting member: The reliable component two presses against the inner wall of the positioning channel by linking the irregular sleeve through the inclined grooves, increasing the frictional resistance and suppressing vibration displacement.

[0022] 4. Dual locking of the positioning component: The positioning block is embedded in the round opening to form pre-limitation, and the movable piece of the torsion elastic member continuously pushes against the positioning channel, effectively suppressing the gap caused by construction jitter.

[0023] 5. Elastic buffer structure: The telescopic design of the telescopic elastic member one / two and the linkage sleeve frame absorbs the impact of dynamic loads, maintains the structural rigidity while reducing fatigue damage.

[0024] 6. Multiple anti-failure designs: The reliable component one and the reliable component two work together to form redundant protection; the movable piece of the obstruction component provides additional anti-retreat resistance, reducing the risk of accidental loosening.

[0025] 7. The high-rise vacuum-structured steel platform is automatically locked during the installation process, reducing the need for manual adjustment at high altitudes; the protective strip and the elastic buffer design reduce the installation impact hazard and ensure the safety of construction workers.

[0026] Other features and advantages of the present invention will be described in the subsequent specification, and in part will become apparent from the specification, or can be understood by implementing the present invention. The objectives and other advantages of the present invention can be achieved and obtained through the structures specifically pointed out in the specification and the drawings. BRIEF DESCRIPTION OF THE DRAWINGS

[0027] In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the following will briefly introduce the drawings required for the description of the embodiments. Obviously, the drawings in the following description are only some embodiments of the present invention. For those of ordinary skill in the art, without creative efforts, other drawings can also be obtained based on these drawings. Among them:

[0028] Figure 1 is a schematic diagram of the overall structure of the present invention.

[0029] Figure 2 is a schematic diagram of the load-bearing beam and load-bearing frame of the present invention.

[0030] Figure 3 is a schematic diagram of the load-bearing member of the present invention.

[0031] Figure 4 is based on the present invention Figure 2 sectional view.

[0032] Figure 5 is a schematic diagram of the first reliable component of the present invention.

[0033] Figure 6 is a schematic diagram of the load-bearing member sectionally butted on the load-bearing beam of the present invention.

[0034] Figure 7 is a schematic diagram of the pressure boosting component of the present invention.

[0035] Figure 8 is a schematic diagram of the second reliable component of the present invention.

[0036] Figure 9 is a schematic diagram of the upper surface of the load-bearing member of the present invention.

[0037] Figure 10 is a schematic diagram of the linkage component of the present invention.

[0038] Figure 11 is a sectional view of the load-bearing frame of the present invention Figure 1 .

[0039] Figure 12 is a schematic diagram of the blocking component of the present invention.

[0040] Figure 13 is a sectional view of the load-bearing frame of the present inventionFigure 2 。

[0041] Figure 14 This is a schematic top view sectional view of the limiting member of the present invention.

[0042] Reference numerals:

[0043] 100, bearing frame; 200, bearing beam; 300, bearing rack; 301, positioning channel; 302, round opening; 400, bearing member; 401, first reliable component; 410, positioning post; 411, round roller; 412, linkage post; 413, first telescopic elastic member; 402, pressure expansion component; 420, fixed post; 421, telescopic cylinder; 422, first linkage frame; 423, telescopic sleeve; 424, second linkage frame; 425, movable post; 426, second telescopic elastic member; 403, second reliable component; 430, guiding post; 431, first linkage sleeve frame; 432, second linkage sleeve frame; 433, limiting member; 404, linkage component; 440, linkage seat; 441, protective strip; 442, cylinder; 405, blocking component; 450, movable piece; 451, rotating post; 452, torsional elastic member; 406, positioning component; 460, positioning stop; 461, central post. Detailed implementation manners

[0044] In order to make the above objects, features, and advantages of the present invention more obvious and understandable, the following will describe the detailed implementation manners of the present invention with reference to the accompanying drawings of the specification.

[0045] In the following description, many specific details are set forth in order to fully understand the present invention. However, the present invention can also be implemented in other ways different from this description. Those skilled in the art can make similar generalizations without departing from the connotation of the present invention. Therefore, the present invention is not limited by the specific embodiments disclosed below.

[0046] Secondly, the so-called "one embodiment" or "embodiment" herein refers to a specific feature, structure, or characteristic that can be included in at least one implementation manner of the present invention. The phrase "in one embodiment" that appears in different places in this specification does not necessarily refer to the same embodiment, nor is it an individual or selectively exclusive embodiment with other embodiments.

[0047] Furthermore, the present invention is described in detail with reference to the schematic diagrams. When describing the embodiments of the present invention in detail, for the convenience of explanation, the sectional views showing the device structure will be enlarged locally not in accordance with the general scale, and the schematic diagrams are only examples, which should not limit the scope of protection of the present invention herein. In addition, in actual production, three-dimensional spatial dimensions including length, width, and depth should be included.

[0048] Embodiment

[0049] Refer to Figure 1 、2 And 3, a high-rise space structure steel platform, including a bearing frame 100, a bearing beam 200, a bearing rack 300 and a bearing member 400;

[0050] A number of groups of bearing beams 200 and bearing racks 300 are installed in the bearing frame 100. A pair of bearing racks 300 close to each other are arranged on the surface of the bearing beam 200. A pair of bearing racks 300 on the bearing beam 200 are arranged in a mirror image about its center line. The bearing member 400 is installed at the docking part of the bearing beam 200 and the bearing rack 300. A notch is milled on the bearing beam 200, and the bearing member 400 is placed in the notch. A pair of protrusions one are installed on the side of the bearing member 400 facing the bearing rack 300. A pair of protrusions two are installed on the side of the bearing member 400 facing the bearing beam 200. The pair of protrusions two are distributed at the edges of the bearing beam 200. The protrusion one part of the bearing member 400 penetrates through the bearing rack 300. A reliable component one 401 is installed on the opposite side of the pair of protrusions two of the bearing member 400. A positioning component 406 is arranged at the part where the protrusion one of the bearing member 400 extends into the bearing rack 300.

[0051] Refer to Figure 4 And 5 The reliable component one 401 includes a positioning column 410, a round roller 411, a linkage column 412 and a telescopic elastic member one 413. The positioning column 410 is connected to the opposite side of the pair of protrusions two of the bearing member 400. The round roller 411 is hinged on the positioning column 410. The connection position between the positioning column 410 and the round roller 411 is not at the center position of the round roller 411. The linkage column 412 is installed on the side of the bearing member 400 facing the bearing beam 200 in a telescopic movement manner. A ring is installed at the middle position of the linkage column 412. A telescopic elastic member one 413 is arranged between the ring part of the linkage column 412 and the middle position of the bearing member 400. The telescopic elastic member one 413 surrounds the circumferential surface of the linkage column 412. The part of the linkage column 412 facing the bearing beam 200 is connected to the round roller 411.

[0052] Refer to Figure 3 And 13 The positioning component 406 includes a positioning block 460 and a center column 461. A center column 461 is installed on the protrusion one of the center column 461. The positioning block 460 is hinged on the circumferential surface of the center column 461.

[0053] Refer to Figure 13 A positioning channel 301 is milled on the bearing rack 300. A round opening 302 is milled at the upper opening position of the positioning channel 301. The protrusion one of the bearing member 400 is connected to the positioning channel 301 in an insertion manner.

[0054] Through the above, the following can be achieved: The positioning channel 301 of the carrier 300 is aligned with a part of the protrusion of the carrier 400 for a fitting connection, thereby connecting the carrier 300 and the carrier 400. The carrier 300 will perform a linkage operation on the linkage column 412 due to its own weight. The linkage column 412 will drive the round roller 411 to perform a revolving operation. Under the influence of the positioning column 410, the round roller 411 will move to fit with the bearing beam 200, further improving the stability of the carrier 400. After the carrier 300 and the carrier 400 are completely aligned, the positioning stopper 460 is rotated. At this time, the positioning stopper 460 can be aligned with the round opening 302 to preliminarily limit the positions of the carrier 300 and the carrier 400, preventing the carrier 300 from generating gaps during shaking and affecting the overall stability effect.

[0055] Refer to Figure 3 、 6 As shown in FIGS. 6 and 7, a pressure expansion assembly 402 is provided at the middle position of the carrier 400. The pressure expansion assembly 402 includes a fixed column 420, a telescopic cylinder 421, and a telescopic sleeve 423. The fixed column 420 is installed inside the carrier 400. Blocks are provided at both extreme positions of the fixed column 420. The telescopic cylinder 421 is connected to the block part of the fixed column 420 in a telescopic movement manner. The first linkage frame 422 is hinged to the part of the telescopic cylinder 421 deviating from the fixed column 420. The telescopic sleeve 423 is arranged around the outer circumference of the fixed column 420 in a telescopic movement manner. The number of telescopic sleeves 423 is a pair. The part of the first linkage frame 422 deviating from the telescopic cylinder 421 is hinged to the telescopic sleeve 423. A second linkage frame 424 is hinged to the pair of telescopic sleeves 423. A movable column 425 is provided at the intersection of the pair of second linkage frames 424. A second telescopic elastic member 426 is provided at the middle position between the telescopic sleeve 423 and the block of the fixed column 420. The second telescopic elastic member 426 surrounds the circumferential surface of the fixed column 420.

[0056] Through the above, the following can be achieved: When the carrier 300 is placed on the carrier 400, the carrier 300 will press the movable column 425 to move towards the fixed column 420. Under the action of the second linkage frame 424, the telescopic sleeve 423 moves towards the block position of the fixed column 420. Under the action of the first linkage frame 422, the telescopic cylinder 421 can move outwards and be pushed to the edge position of the notch of the bearing beam 200, thereby improving the fastening effect after the carrier 400 is docked with the bearing beam 200.

[0057] Refer to Figure 3 、 8At 14, a second securing component 403 is provided on the back of the carrier 400. The second securing component 403 includes a guiding post 430, a first linkage sleeve 431, a second linkage sleeve 432, and a restricting member 433. The guiding post 430 is disposed on the back of the carrier 400. The first linkage sleeve 431 and the second linkage sleeve 432 are telescopically sleeved outside the guiding post 430. Among them, the guiding post 430 is provided with a directional notch, such that the second linkage sleeve 432 can only telescope. The portion of the first linkage sleeve 431 deviating from the guiding post 430 is connected to the linkage column 412. The second linkage sleeve 432 is connected to the first linkage sleeve 431. A restricting member 433 is articulated and extends through the first protrusion position of the carrier 400. The restricting member 433 is composed of a vertical column and an irregular sleeve. There is an inclined groove on the vertical column of the restricting member 433. One end of the second linkage sleeve 432 is movably docked in the inclined groove of the restricting member 433.

[0058] Through the above, it can be realized that when the linkage column 412 moves towards the position of the bearing beam 200 after being pressed by the carrier 300, it will drive the first linkage sleeve 431 and the second linkage sleeve 432 to move together. In cooperation with the inclined groove, the second linkage sleeve 432 drives the restricting member 433 to rotate. The bulging surface of the irregular sleeve of the restricting member 433 acts on the inner edge of the positioning channel 301, increasing the resistance. At this time, the reliability between the carrier 400 and the carrier 300 is improved.

[0059] Refer to Figure 3 、 9 At 10, a linkage component 404 is provided on the upper surface of the carrier 400. The linkage component 404 includes a linkage seat 440, a protective strip 441, and a cylinder 442. The linkage seat 440 is disposed on the upper surface of the carrier 400. The protective strip 441 is disposed on the upper surface of the linkage seat 440. Among them, the protective strip 441 plays a role in offsetting force when the carrier 300 is placed on the carrier 400, thus playing a protective role. The surface of the protective strip 441 is milled with a long groove to further optimize the protective effect. A cylinder 442 is provided on the back of the linkage seat 440. The cylinder 442 is telescopically docked in the carrier 400. The two extremes of the movable column 425 are docked in the linkage seat 440.

[0060] Through the above, it can be realized that when the carrier 300 is docked to the carrier 400, the carrier 300 will first touch the protective strip 441, thereby driving the linkage seat 440 to move towards the position of the carrier 400. The cylinder 442 guides the telescopic movement of the linkage seat 440, improving the smoothness of the telescopic movement. The linkage seat 440 drives the movable column 425 to move, so as to ensure that when the carrier 300 is docked to the carrier 400, it can fully drive the movable column 425 to change its position, preventing the situation that the lower surface of the bearing beam 200 is sunken and does not drive the movable column 425.

[0061] Reference Figure 3 , 11 and 12, a blocking component 405 is installed on the first protrusion of the carrier 400. The blocking component 405 includes a movable piece 450, a rotating column 451, and a torsion elastic member 452. The rotating column 451 is connected to the edge position of the first protrusion of the carrier 400. The movable piece 450 is hingedly installed on the rotating column 451, and the torsion elastic member 452 is installed on the rotating column 451.

[0062] Through the above content, the following can be achieved: when the carrier 300 is connected to the carrier 400, the positioning channel 301 of the carrier 300 will push the movable piece 450 to move towards the position of the first protrusion of the carrier 400. Under the action of the torsion elastic member 452 itself, the movable piece 450 will abut against the inner edge of the positioning channel 301, which can provide a resistance effect when the subsequent carrier 400 loosens or shakes on the carrier 300, improve the stability effect after the connection of the carrier 300, and ensure the safety of the staff during platform construction.

[0063] It should be understood that in the development process of any actual implementation, in any engineering or design project, a large number of specific implementation decisions can be made. Such development efforts may be complex and time-consuming, but for those ordinary technical personnel who benefit from this disclosure, without excessive experimentation, the development efforts will be a routine work of design, manufacturing, and production.

[0064] It should be noted that the above embodiments are only used to illustrate the technical solutions of the present invention and are not restrictive. Although the present invention has been described in detail with reference to the preferred embodiments, those of ordinary skill in the art should understand that the technical solutions of the present invention can be modified or equivalently replaced without departing from the spirit and scope of the technical solutions of the present invention, and they should all be covered within the scope of the claims of the present invention.

Claims

1. A high-rise steel structure platform with hollow structure, characterized by: It includes a bearing frame, a bearing beam, a bearing rack and a bearing member; A plurality of groups of bearing beams and bearing frames are arranged on the bearing frame, a pair of the bearing frames close to each other are arranged on the surface of the bearing beam, a pair of bearing frames on the bearing beam are arranged in a mirror image with respect to the center line thereof, the bearing member is arranged at the butt joint between the bearing beam and the bearing frame, a notch is milled on the bearing beam, and the bearing member is placed in the notch, a pair of protrusions 1 are arranged on a side of the bearing member facing the bearing frame, a pair of protrusions 2 are arranged on a side of the bearing member facing the bearing beam, a pair of the protrusions 2 are distributed on the edge of the bearing beam, a protrusion 1 of the bearing member passes through the bearing frame, a pair of protrusions 2 of the bearing member are arranged on the back of the pair of protrusions 1 of the bearing member, and a positioning component is arranged at the part where the protrusion 1 of the bearing member extends into the bearing frame; A pressure diffuser component is installed in the middle of the carrier, a second secure component is installed on the back of the carrier, a linkage component is installed on the upper surface of the carrier, and an obstruction component is installed on a protrusion of the carrier.

2. The high-rise hollow steel structure platform according to claim 1 is characterized in that: The reliable component includes a positioning column, a round roller, a linkage column and a telescopic elastic member. The positioning column is connected to the back sides of a pair of protrusions of the support member. The round roller is hinged on the positioning column. The connection between the positioning column and the round roller is not located at the center of the round roller. The linkage column is telescopically arranged on the side of the support member facing the support beam. A circular ring is arranged in the middle section of the linkage column. A telescopic elastic member is arranged between the circular ring portion of the linkage column and the middle position of the support member. The telescopic elastic member surrounds the circumference of the linkage column. The portion of the linkage column facing the support beam is connected to the round roller.

3. The high-rise hollow steel structure platform according to claim 1 is characterized in that: The positioning assembly comprises a positioning stop and a center column. The center column is arranged on a protrusion of the center column, and the positioning stop is hinged to the peripheral surface of the center column.

4. The high-rise hollow steel structure platform according to claim 1 is characterized in that: A positioning channel is milled on the carrier frame, a round opening is milled at the upper opening of the positioning channel, and a protrusion of the carrier is plug-in-connected with the positioning channel.

5. The high-rise hollow steel structure platform according to claim 1 is characterized in that: The pressure diffuser assembly includes a fixed column, a telescopic cylinder, a linkage frame and a telescopic sleeve. The fixed column is installed in a bearing member. Blocks are installed at two extreme positions of the fixed column. The block portion of the fixed column is telescopically connected to the telescopic cylinder. The linkage frame is hingedly installed at a portion of the telescopic cylinder that deviates from the fixed column.

6. The high-rise hollow steel structure platform according to claim 5 is characterized by: The telescopic sleeve is telescopically configured on the outer periphery of the fixed column. The telescopic sleeve is installed in a pair. The linkage frame 1 is hinged to the telescopic sleeve at a position deviating from the telescopic cylinder. The pair of telescopic sleeves is hinged with the linkage frame 2. A movable column is installed at the intersection of the pair of linkage frames 2. A telescopic elastic member 2 is installed in the middle position of the block between the telescopic sleeve and the fixed column. The telescopic elastic member 2 surrounds the circumference of the fixed column.

7. The high-rise hollow steel structure platform according to claim 1 is characterized in that: The second reliable component includes a guide column, a linkage sleeve frame 1, a linkage sleeve frame 2 and a limiting member. The guide column is configured on the back of the bearing member. The linkage sleeve frame 1 and the linkage sleeve frame 2 are telescopically mounted outside the guide column. The portion of the linkage sleeve frame 1 that deviates from the guide column is connected to the linkage column, and the linkage sleeve frame 2 is connected to the linkage sleeve frame 1.

8. The high-rise hollow steel structure platform according to claim 7 is characterized in that: A limiting member is hingedly extended through a protrusion of the bearing member, and the limiting member is composed of a vertical column and an irregular sleeve. An oblique groove is arranged on the vertical column of the limiting member, and one end of the linkage sleeve frame 2 is movably connected to the oblique groove of the limiting member.

9. The high-rise hollow steel structure platform according to claim 1 is characterized by: The linkage assembly includes a linkage seat, a protective strip and a cylinder. The linkage seat is configured on the upper surface of the supporting member, the protective strip is configured on the upper surface of the linkage seat, and the surface of the protective strip is milled with long grooves. A cylinder is installed on the back of the linkage seat. The cylinder is telescopically docked in the supporting member, and the two extreme ends of the movable column are docked in the linkage seat.

10. The high-rise hollow steel structure platform according to claim 1 is characterized in that: The obstruction assembly includes a movable sheet, a rotating column and a torsion elastic member. The rotating column is connected to a raised side of the bearing member, the movable sheet is hingedly mounted on the rotating column, and the torsion elastic member is mounted on the rotating column.

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