Adjustable operating platform and using method thereof

By using modular assembly and an adaptive locking mechanism, combined with memory foam composite materials and fireproof cloth, the problems of poor stability and high fire risk of existing operating platforms in super high-rise buildings have been solved, and the stability, adaptability and safety of the platform have been achieved.

CN120990328APending Publication Date: 2025-11-21SHAANXI CONSTR ENG NO 2 CONSTR GRP CO LTD
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Patent Information

Application Number
CN202511295449.X
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2025-09-11
Publication Date
2025-11-21

AI Technical Summary

Technical Problem

Existing operating platforms have simple fixing methods in super high-rise buildings, poor stability, and are prone to displacement due to vibration or external forces. In addition, electric sparks during welding can easily cause accidents such as fires, making them difficult to adapt to steel pipe concrete columns of different diameters.

Method used

An adjustable operating platform was designed, which adopts modular assembly, adaptive locking mechanism and multi-point fixing method, combined with memory foam composite material and fireproof cloth to ensure a stable connection between the platform and the steel pipe concrete column, and seals electrical sparks to avoid fire risk.

Benefits of technology

This enables the platform to be used stably on steel pipe columns of different sizes, enhances safety, reduces fire risk, and ensures the stability and safety of the construction process.

✦ Generated by Eureka AI based on patent content.

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Abstract

The invention provides an adjustable operating platform and a using method thereof.The adjustable operating platform comprises a hollow platform body and a locking mechanism, the platform body is composed of a first platform plate and a second platform plate which are hinged and can be connected through insertion block bolts, and the platform body is placed at the top of a frame beam and arranged around a concrete filled steel tubular column; the locking mechanism comprises four sets of supporting plates distributed annularly, linkage is achieved through a pull rod, a pull ring, a circular ring and a connecting rod mechanism, the supporting plates are driven to be tightened centripetally, gaps of columns are automatically filled with end memory foam composite materials to achieve stable locking, and the platform plate is of a three-dimensional reinforcing structure with a light steel inner framework matched with upper and lower reinforcing pieces and outer reinforcing pieces. According to the platform, through the modular opening and closing and self-adaptive locking design, the platform can be rapidly matched with the cylinders with different diameters, mounting and dismounting are convenient and fast, the bearing performance is enhanced through the reinforcing structure, the connection stability is improved through the memory foam, and three-dimensional safety protection is formed through the fireproof cloth.
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Description

TECHNICAL FIELD

[0001] The present application relates to the technical field of building construction, in particular to an adjustable operation platform and a using method thereof. BACKGROUND

[0002] With the acceleration of urbanization, the construction of high-rise buildings gradually develops towards super high-rise buildings, and the building structure gradually tends to be complex. The outer frame part of super high-rise buildings is mostly made of steel pipe concrete columns. These steel pipes are connected by welding. Welding is an important process in the construction of super high-rise buildings. However, the operation platform used at present is usually fixed only by the outer frame beam, which has the problems of low safety and poor adaptability. Especially in super high-rise buildings, as the diameter of the steel pipe concrete column gradually decreases, the adjusting capacity of the existing platform cannot meet the actual needs. In addition, electric sparks are easily generated during the welding process, which may fall on the workers or materials below and may cause serious accidents such as fire. Therefore, in order to improve the work efficiency and safety of workers, a new type of adjustable operation platform and a using method thereof are needed. SUMMARY

[0003] (I) Technical problems solved

[0004] In view of the deficiencies in the prior art, the present application provides an adjustable operation platform and a using method thereof, which solves the problems of simple fixing method, poor stability of the platform, easy displacement due to vibration or external force, causing safety hazards, and the existing platform cannot well adapt to steel pipe columns of different diameters as the diameter of the steel pipe concrete column of super high-rise buildings gradually decreases, and the electric sparks generated during the welding process are easy to fall and may cause accidents such as fire.

[0005] (II) Technical solutions

[0006] In order to achieve the above purpose, the present application is implemented by the following technical solutions: an adjustable operation platform and a using method thereof, comprising: a platform main body, the platform main body is hollow near the middle part, a steel pipe concrete column is arranged in the hollow center of the platform main body, and a locking mechanism is arranged on the outer side of the steel pipe concrete column.

[0007] The platform main body comprises:

[0008] A first platform plate is arranged on one side of the steel pipe concrete column.

[0009] A second platform plate is arranged on the opposite side of the steel pipe concrete column, and the rear surface of the second platform plate is in contact with the front surface of the first platform plate.

[0010] The locking mechanism comprises:

[0011] Supporting plates are located outside the concrete-filled steel tubular column, the number of supporting plates is four and they are annularly distributed around the concrete-filled steel tubular column;

[0012] Sliding rails are located at the rear ends of the supporting plates;

[0013] Second connecting rods, upper ends of the second connecting rods are rotationally connected with inner walls of upper ends of the sliding rails;

[0014] First connecting rods, lower ends of the first connecting rods are slidingly connected with inner walls of the sliding rails through sliding blocks, middle parts of the first connecting rods are rotationally connected with inner walls of lower ends of the second connecting rods;

[0015] Circular rings, outer surfaces of the circular rings are rotationally connected with inner walls of upper ends of the first connecting rods;

[0016] Guide sleeves, bottom parts of the guide sleeves are fixedly connected with the platform bodies, front ends of the guide sleeves are obliquely downwardly extended and are fixedly connected with the circular rings through connecting pieces.

[0017] Preferably, the platform body is placed on the top of the frame beam.

[0018] Preferably, one end of each of the first platform plate and the second platform plate is hingedly connected, the other end of each of the first platform plate and the second platform plate is inserted through the insertion block, and the upper end of the insertion block is fixedly connected with the first platform plate and the second platform plate through the bolt.

[0019] Preferably, the upper surface and the lower surface of each of the first platform plate and the second platform plate are fixedly connected with the first reinforcing piece, the second reinforcing piece is fixedly connected between the two first reinforcing pieces, and the second reinforcing piece is located on the outer surface of each of the first platform plate and the second platform plate.

[0020] Preferably, each of the first platform plate and the second platform plate is internally provided with the light steel.

[0021] Preferably, a memory foam composite material is arranged between the concrete-filled steel tubular column and the supporting plate, the rear end of the memory foam composite material is fixedly connected with the supporting plate, and the front end of the memory foam composite material is closely attached to the concrete-filled steel tubular column.

[0022] Preferably, the inner wall of the guide sleeve is slidingly connected with the pull rod, the rear end of the pull rod is fixedly connected with the pull ring, and the front end of the pull rod is fixedly connected with the supporting plate through the fixing piece.

[0023] Preferably, the upper end of the platform body is provided with the fireproof cloth, and the center opening of the fireproof cloth is closely attached to the concrete-filled steel tubular column.

[0024] A use method of the adjustable operation platform, based on any one of the adjustable operation platforms, includes the following steps:

[0025] S1, first temporarily fixed platform body on the frame beam;

[0026] S2, the first platform plate and the second platform plate are rotatably connected at one end and detachably connected at the other end, the two platform plates are arranged around the concrete-filled steel tubular column, the concrete-filled steel tubular column is completely wrapped through the locking mechanism, and the end of the mechanical support plate is tightly attached to the column through the memory foam composite material;

[0027] S3, the platform plate and the top of the support body are fixed through five to six high-strength connecting rods, so that the load is uniformly transmitted to the frame beam, and local stress concentration is avoided.

[0028] (Three) beneficial effects

[0029] The application provides an adjustable operation platform and a use method thereof.

[0030] The adjustable operation platform and the use method thereof are designed to be adjustable, can be adjusted according to the diameter of the concrete-filled steel tubular column, and can be safely and stably used on steel tubular columns of different sizes.

[0031] A protection device is designed on the platform surface, fireproof material is placed on the support plate, the gap between the platform and the concrete-filled steel tubular column is sealed, and the electric sparks generated in the welding process cannot fall below, so that the risk of fire and other accidents is reduced.

[0032] The multi-point fixing mode is adopted to enhance the stability between the platform and the steel tube, and the movement of the platform caused by vibration or external force is avoided. DETAILED DESCRIPTION

[0033] Fig. 1 It is an internal structure diagram of the application;

[0034] Fig. 2 It is a platform placement position diagram of the application;

[0035] Fig. 3 It is a side view of the application;

[0036] Fig. 4 It is a locking mechanism structure diagram of the application;

[0037] Fig. 5 It is a platform assembly structure diagram of the application;

[0038] Fig. 6 It is a fireproof cloth installation diagram of the application.

[0039] Wherein, 1, platform body; 2, pull rod; 3, pull ring; 4, first platform plate; 5, support plate; 6, memory foam composite material; 7, concrete filled steel tube column; 8, plug; 9, bolt; 10, circular ring; 11, slide rail; 12, first connecting rod; 13, second connecting rod; 14, guide sleeve; 15, second platform plate; 16, fireproof cloth; 17, first reinforcing member; 18, light steel; 19, second reinforcing member; 20, frame beam; 21, fixing member. DETAILED DESCRIPTION

[0040] The technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application. Obviously, the described embodiments are only part of the embodiments of the present application, rather than all the embodiments. Based on the embodiments in the present application, all other embodiments obtained by those skilled in the art without creative work fall within the scope of the present application.

[0041] Embodiment one

[0042] As shown in the drawings, the present application provides an adjustable operation platform, comprising a platform body 1, the platform body 1 is hollow near the middle part, the hollow center of the platform body 1 is provided with a concrete filled steel tube column 7, and the outer side of the concrete filled steel tube column 7 is provided with a locking mechanism. Figs. 1-6 The platform body 1 is placed on the top of the frame beam 20.

[0043] The platform body 1 comprises:

[0044] A first platform plate 4 is located on one side of the concrete filled steel tube column 7.

[0045] A second platform plate 15 is located on the opposite side of the concrete filled steel tube column 7, and the rear surface of the second platform plate 15 is in contact with the front surface of the first platform plate 4.

[0046] One end of the first platform plate 4 and the second platform plate 15 is hinged, the other end of the first platform plate 4 and the second platform plate 15 is inserted by the plug 8, the upper end of the plug 8 is fixedly connected with the first platform plate 4 and the second platform plate 15 by the bolt 9, the upper surface and the lower surface of the first platform plate 4 and the second platform plate 15 are fixedly connected with the first reinforcing member 17, the second reinforcing member 19 is fixedly connected between the two first reinforcing members 17, the second reinforcing member 19 is located on the outer surface of the first platform plate 4 and the second platform plate 15, and the inside of the first platform plate 4 and the second platform plate 15 is provided with the light steel 18.

[0047] The locking mechanism comprises:

[0048]

[0049] ​Support plate 5 is located on the outside of steel-concrete composite column 7. There are four support plates 5, which are distributed in a ring around steel-concrete composite column 7.

[0050] Slide rail 11 is located at the rear end of support plate 5.

[0051] The second connecting rod 13 is rotatably connected at its upper end to the inner wall of the upper end of the slide rail 11.

[0052] The lower end of the first connecting rod 12 is slidably connected to the inner wall of the slide rail 11 via a slider, and the middle part of the first connecting rod 12 is rotatably connected to the inner wall of the lower end of the second connecting rod 13.

[0053] The outer surface of the ring 10 is rotatably connected to the upper inner wall of the first connecting rod 12.

[0054] Guide sleeve 14, the bottom of guide sleeve 14 is fixedly connected to platform body 1, and the front end of guide sleeve 14 extends obliquely downward and is fixedly connected to ring 10 through connector.

[0055] Example 2

[0056] like Figs. 1-6 As shown, this embodiment of the invention provides an adjustable operating platform, including a platform body 1, the platform body 1 being hollow near the center, a steel pipe concrete column 7 being disposed at the center of the hollow of the platform body 1, and a locking mechanism being disposed on the outside of the steel pipe concrete column 7.

[0057] The main body of the platform 1 is placed on top of the frame beam 20.

[0058] Platform Entity 1 includes:

[0059] The first platform plate 4 is located on one side of the steel-concrete composite column 7.

[0060] The second platform plate 15 is located on the opposite side of the steel-concrete composite column 7, and the rear surface of the second platform plate 15 is in contact with the front surface of the first platform plate 4.

[0061] The locking mechanism includes:

[0062] Support plate 5 is located on the outside of steel-concrete composite column 7. There are four support plates 5, which are distributed in a ring around steel-concrete composite column 7.

[0063] Slide rail 11 is located at the rear end of support plate 5.

[0064] The second connecting rod 13 is rotatably connected at its upper end to the inner wall of the upper end of the slide rail 11.

[0065] The first connecting rod 12 is slidably connected with the inner wall of the slide rail 11 through a sliding block at the lower end of the first connecting rod 12, and the middle part of the first connecting rod 12 is rotatably connected with the inner wall of the lower end of the second connecting rod 13.

[0066] The outer surface of the circular ring 10 is rotatably connected with the inner wall of the upper end of the first connecting rod 12.

[0067] The guiding sleeve 14 is fixedly connected with the platform body 1 at the bottom of the guiding sleeve 14, and the front end of the guiding sleeve 14 extends obliquely downward and is fixedly connected with the circular ring 10 through a connecting piece.

[0068] The memory foam composite material 6 is arranged between the steel pipe concrete column 7 and the support plate 5, the rear end of the memory foam composite material 6 is fixedly connected with the support plate 5, the front end of the memory foam composite material 6 is closely attached to the steel pipe concrete column 7, the inner wall of the guiding sleeve 14 is slidably connected with the pull rod 2, the rear end of the pull rod 2 is fixedly connected with the pull ring 3, the front end of the pull rod 2 is fixedly connected with the support plate 5 through a fixing piece 21, and the upper end of the platform body 1 is provided with the fireproof cloth 16, and the center hole of the fireproof cloth 16 is closely attached to the steel pipe concrete column 7.

[0069] A use method of an adjustable operation platform, based on any one of the adjustable operation platforms, comprises the following steps:

[0070] S1, first temporarily fix the platform body 1 on the frame beam 20.

[0071] S2, one end of the first platform plate 4 and the second platform plate 15 is rotatably connected, and the other end is detachably connected, the two platform plates are arranged around the steel pipe concrete column 7, and the steel pipe concrete column 7 is completely wrapped through the locking mechanism, at this time, the memory foam composite material 6 at the end of the mechanical support plate 5 is closely attached to the column.

[0072] S3, at the same time, the platform plate and the top of the support body are fixed through five to six high-strength connecting rods, so that the load is uniformly transmitted to the frame beam 20, and local stress concentration is avoided.

[0073] Working principle: the adjustable operation platform and the use method thereof are cooperated through four core mechanisms of modular assembly, self-adaptive locking, mechanical reinforcement and safety protection, so that the steel pipe concrete column 7 is stably supported and safely constructed, during construction, the platform body 1 is composed of the first platform plate 4 and the second platform plate 15, one end of the two platform plates is hingedly connected, and the other end is connected through the insertion block 8 and the bolt 9, the bolt 9 is loosened, the insertion block 8 is pulled out, the second platform plate 15 is rotated to be away from the first platform plate 4, the platform body 1 is sleeved outside the steel pipe concrete column 7 and placed on the top of the frame beam 20, the second platform plate 15 is pushed to make the rear surface of the second platform plate 15 close to the front surface of the first platform plate 4, the insertion block 8 is inserted and the bolt 9 is tightened, and the preliminary fixing of the platform body 1 is completed, so as to provide a basic frame for subsequent locking and bearing.

[0074] The locking mechanism realizes dynamic locking of the column through linkage transmission and elastic fitting. An operator pulls the pull ring 3 to drive the pull rod 2 to slide in the guide sleeve 14. The pull rod 2 pulls the front end of the ring 10 through the fixing part 21 to move forward, and the ring 10 drives the upper end of the first connecting rod 12 to move. The middle part of the first connecting rod 12 is rotationally connected with the lower end of the second connecting rod 13, thereby pushing the upper end of the second connecting rod 13 to rotate in the slide rail 11, and driving the slider at the lower end of the first connecting rod 12 to slide downward in the slide rail 11, so as to realize synchronous movement of the four groups of support plates 5 to the center of the column. The front end of the four annularly distributed support plates 5 is provided with a memory foam composite material 6. Under the extrusion of the support plate 5, the material automatically fills the concave-convex gap on the surface of the concrete-filled steel tube column 7 to form a ring-shaped locking, thereby ensuring stable connection of the platform with the column and adapting to columns with different diameters.

[0075] The platform guarantees the bearing capacity through multiple reinforcement designs. The upper and lower surfaces of the first platform plate 4 and the second platform plate 15 are both fixed with the first reinforcing part 17, the outer surface is provided with the second reinforcing part 19, and the inner part is embedded with light steel 18. Such structure of upper and lower wrapping, external support and internal skeleton forms a truss mechanical system, disperses the construction load, and improves the bending resistance and torsion resistance of the platform. At the same time, the platform plate and the top of the support body are fixed through five to six high-strength connecting rods, so as to ensure uniform transmission of the load to the frame beam 20 and avoid local stress concentration.

[0076] The platform realizes double protection through the fireproof cloth 16. The fireproof cloth 16 is sleeved on the concrete-filled steel tube column 7 through the central hole, and is tightly fitted on the surface of the column through the edge elastic tightening belt or the magic tape, and is fixed by pressing the edges of the platform plate. The gap between the platform plate and the column is sealed. The fireproof cloth 16 has flame retardant performance, can effectively block sparks and high temperature generated in the construction process, prevent fire spreading, meet the requirements of building construction fire safety specifications, and through the cooperation of the above links, the adjustable operation platform and the using method realize the whole process operation from installation positioning, dynamic locking, mechanical reinforcement to safety protection. Not only can it provide a stable and safe operation space for the construction of the concrete-filled steel tube column 7, but also can adapt to different construction scenes by adjusting the distance between the platform body 1 and the locking mechanism, and has high practicability and flexibility.

[0077] Although the embodiments of the present application have been shown and described, it should be understood by those skilled in the art that various changes, modifications, substitutions and variations can be made to the embodiments without departing from the principles and spirit of the present application, and the scope of the present application is defined by the appended claims and their equivalents.

Claims

1. An adjustable operating platform, characterized by, include: Platform body (1), the platform body (1) is hollowed out near the middle, a steel pipe concrete column (7) is provided in the center of the hollowed-out part of the platform body (1), and a locking mechanism is provided on the outside of the steel pipe concrete column (7). The platform entity (1) includes: The first platform plate (4) is located on one side of the steel-concrete composite column (7); The second platform plate (15) is located on the opposite side of the steel tube concrete column (7), and the rear surface of the second platform plate (15) is in contact with the front surface of the first platform plate (4). The locking mechanism includes: Support plate (5), the support plate (5) is located on the outside of the steel tube concrete column (7), and there are four support plates (5) distributed in a ring around the steel tube concrete column (7); The slide rail (11) is located at the rear end of the support plate (5); The second connecting rod (13) is rotatably connected to the inner wall of the upper end of the slide rail (11). The lower end of the first connecting rod (12) is slidably connected to the inner wall of the slide rail (11) via a slider, and the middle part of the first connecting rod (12) is rotatably connected to the inner wall of the lower end of the second connecting rod (13). The outer surface of the ring (10) is rotatably connected to the upper inner wall of the first connecting rod (12); Guide sleeve (14) is fixedly connected to the platform body (1) at its bottom and the front end of the guide sleeve (14) extends obliquely downward and is fixedly connected to the ring (10) through a connector.

2. An adjustable operating platform according to claim 1, wherein: The platform body (1) is placed on top of the frame beam (20).

3. The adjustable operating platform of claim 1, wherein: The first platform plate (4) is hinged to one end of the second platform plate (15), and the other end of the first platform plate (4) and the second platform plate (15) are connected by a plug (8). The upper end of the plug (8) is fixedly connected to the first platform plate (4) and the second platform plate (15) by a bolt (9).

4. An adjustable operating platform according to claim 1, wherein: The upper and lower surfaces of the first platform plate (4) and the second platform plate (15) are fixedly connected with first reinforcing members (17), and a second reinforcing member (19) is fixedly connected between the two first reinforcing members (17). The second reinforcing members (19) are located on the outer surfaces of the first platform plate (4) and the second platform plate (15).

5. The adjustable operating platform of claim 1, wherein: Both the first platform plate (4) and the second platform plate (15) are equipped with light steel (18).

6. The adjustable operating platform of claim 1, wherein: A memory foam composite material (6) is provided between the steel pipe concrete column (7) and the support plate (5). The rear end of the memory foam composite material (6) is fixedly connected to the support plate (5), and its front end is tightly fitted to the steel pipe concrete column (7).

7. The adjustable operating platform of claim 1, wherein: The inner wall of the guide sleeve (14) is slidably connected to a pull rod (2), the rear end of the pull rod (2) is fixedly connected to a pull ring (3), and the front end of the pull rod (2) is fixedly connected to the support plate (5) through a fastener (21).

8. The adjustable operating platform of claim 1, wherein: Fireproof cloth (16) is installed on the upper end of the platform body (1), and the central opening of the fireproof cloth (16) is tightly fitted to the steel pipe concrete column (7).

9. A method of using an adjustable work platform according to any one of claims 1 to 8, wherein, Includes the following steps: S1, first temporarily fixed platform body (1) on the frame beam (20); S2, one end of the first platform plate (4) and the second platform plate (15) are rotatably connected, and the other end is detachably connected, the two platform plates are surrounded on the steel pipe concrete column (7), and the steel pipe concrete column (7) is completely wrapped through the locking mechanism, at this time, the end of the mechanical support plate (5) has the memory foam composite material (6) closely attached to the column; S3, at the same time, the platform plate and the top of the support body are fixed through five to six high-strength connecting rods, so that the load is uniformly transmitted to the frame beam 20, and local stress concentration is avoided.