Mechanical sliding beam arrangement platform

Abstract

The utility model discloses a mechanical sliding beam arrangement platform which comprises an overhanging platform corresponding to the front end of an outer sliding beam, an outer sliding beam front sling and an outer sliding beam rear sling are correspondingly arranged at the rear end of the outer sliding beam, and a rear trolley sling is arranged at the rear end of the overhanging platform. According to the overhanging platform, double grooves 10 are welded to form a rectangular hanging frame, the rectangular hanging frame and sliding beams are welded and fixed, three longitudinal beams with the grooves 10 are longitudinally arranged to serve as bottom beams, transverse steel bars can be laid at the bottom, then wood plate laying and bottom sealing are conducted, and steel pipe stand columns and steel plate nets are welded to the two sides and the ends to serve as edge guardrails. An outer sliding beam front hanging belt and an outer sliding beam rear hanging belt which are arranged at the rear end of the outer sliding beam and a rear trolley hanging belt at the rear end of the cantilever platform jointly form a stable suspension supporting system. The hanging belts are reasonably distributed and stressed, the weight of the platform and a borne object can be effectively dispersed, stress is prevented from being concentrated on a certain part, and therefore the stability of the whole sliding beam platform under different working conditions is remarkably enhanced.

Description

Technical Field

[0001] This utility model relates to the field of sliding beam platform layout structure, specifically to a general planar layout method of a sliding beam platform, namely, an external sliding beam platform layout implementation structure. Background Technology

[0002] In construction, bridge building, and large industrial equipment installation projects, temporary work platforms are often needed to facilitate high-altitude operations, material hoisting, and equipment installation and commissioning. As project scale expands and construction requirements become increasingly stringent, greater challenges are placed on the safety, stability, and flexibility of these work platforms.

[0003] Traditional work platform structures often have numerous limitations. For example, some simple cantilever platforms are structurally inadequate, with limited load-bearing capacity, making it difficult to meet the ever-increasing demands of construction loads. When connected to supporting structures such as sliding beams, the connection method is singular and fixed, making precise position adjustments and angle fine-tuning impossible. In engineering scenarios with high installation accuracy requirements, this can easily lead to platform erection deviations, affecting the smooth progress of subsequent construction procedures and potentially even causing safety accidents.

[0004] Meanwhile, traditional platforms typically have rudimentary edge protection measures, making it difficult to effectively ensure the safety of construction workers operating at heights. Furthermore, the lack of scientific planning regarding bottom sealing materials and structures in the platform's bottom structure design can easily lead to problems such as bottom deformation and cracking, affecting the overall stability and service life of the platform.

[0005] Furthermore, as the project progresses, construction conditions and requirements constantly change, making it difficult for traditional work platforms to quickly adapt to these changes and be flexibly modified or adjusted. For example, when it is necessary to change the position or angle of the hoisting equipment, the existing platform structure often requires large-scale disassembly and reinstallation, which not only consumes a lot of manpower, material resources, and time, but also seriously affects the project schedule.

[0006] Therefore, in order to solve the above problems, there is an urgent need for a new type of mechanical sliding beam arrangement platform that can achieve precise position and angle adjustment while ensuring high strength load-bearing capacity and good stability. It should also have comprehensive safety protection measures and flexible structural design to meet the complex and ever-changing construction needs in modern engineering construction, improve construction efficiency and quality, and ensure the safety of construction personnel and the smooth progress of the project. Utility Model Content

[0007] Therefore, to address the aforementioned shortcomings, this utility model provides an overall planar layout structure for a sliding beam platform. The front and rear suspension straps of the outer sliding beam, along with the rear trolley suspension strap at the rear of the cantilever platform, together constitute a stable suspension support system. These straps rationally distribute the load, effectively dispersing the weight of the platform and its load, preventing stress concentration in any one area, and thus significantly enhancing the stability of the entire sliding beam platform under different working conditions. Whether bearing the static weight of stacked materials or coping with dynamic impacts and vibrations during construction, the platform remains stable, providing a safe and reliable working environment for construction personnel, reducing the risk of safety accidents caused by platform swaying or deformation, and improving construction quality and efficiency.

[0008] This utility model is implemented as follows: a general planar layout structure of a sliding beam platform is constructed, characterized in that: it includes a cantilever platform corresponding to the front end of the outer sliding beam, a front sling and a rear sling corresponding to the rear end of the outer sliding beam, and a rear trolley sling at the rear end of the cantilever platform.

[0009] According to the present invention, the overall plan layout structure of the sliding beam platform is characterized in that: the cantilever platform is composed of a rectangular hanging frame welded with double slots 10, which is welded and fixed to the sliding beam; three slot 10 longitudinal beams are arranged longitudinally as bottom beams; the bottom can be covered with transverse steel bars and then covered with wooden boards to seal the bottom; steel pipe columns + steel mesh are welded to both sides and the ends to form edge guardrails.

[0010] According to the present invention, the overall planar layout structure of a sliding beam platform is characterized in that: the top of the cantilever platform has a steel pipe crossbar, which is welded and fixed to the steel pipe column.

[0011] According to the present invention, the overall planar layout structure of the sliding beam platform is characterized in that: the ends of the longitudinal beams of the slot 10 are welded with transverse beams of the longitudinal beams of the slot 10.

[0012] According to the present invention, the overall planar layout structure of a sliding beam platform is characterized in that the transverse reinforcement is a 300Ф12 steel bar.

[0013] According to the present invention, the overall planar layout structure of the sliding beam platform is characterized in that the connection between the front and rear slings of the outer sliding beam and the outer sliding beam adopts an adjustable connection structure to facilitate precise adjustment of the position and angle of the outer sliding beam. The adjustable connection structure includes a connecting seat with a threaded adjusting rod, and the relative positional relationship between the connecting seat and the outer sliding beam is changed by rotating the threaded adjusting rod.

[0014] According to the present invention, the overall planar layout structure of the sliding beam platform is characterized in that the connection between the rear trolley hoist and the cantilever platform adopts a reinforced connection design, including setting multiple reinforcing plates at the connection point, the thickness of the reinforcing plates being not less than 5 mm, and the reinforcing plates being fully welded to the cantilever platform and the rear trolley hoist to meet the minimum welding strength value required for the platform's load-bearing capacity and safe operation.

[0015] According to the present invention, the overall planar layout structure of a sliding beam platform is characterized in that: when the rectangular hanging frame is welded to the sliding beam, the height of the weld seam is not less than 3 mm to ensure that the welding quality meets the required standards.

[0016] According to the present invention, the overall planar layout structure of a sliding beam platform is characterized in that: when the wooden boards are laid to seal the bottom, the thickness of the wooden boards is not less than 5 cm, and the splicing gap between adjacent wooden boards does not exceed 3 mm.

[0017] Advantages of this utility model:

[0018] I. Good structural stability:

[0019] 1. Unique Sling Layout: The front and rear slings of the outer sliding beam, along with the rear trolley sling at the rear of the cantilever platform, together form a stable suspension support system. These slings distribute the load rationally, effectively distributing the weight of the platform and its load, preventing stress concentration in any one area, and significantly enhancing the stability of the entire sliding beam platform under various working conditions. Whether bearing the static weight of stacked materials or coping with dynamic impacts and vibrations during construction, the platform remains stable, providing a safe and reliable working environment for construction personnel, reducing the risk of safety accidents caused by platform swaying or deformation, and improving construction quality and efficiency.

[0020] 2. Robust Cantilever Platform Structure: The cantilever platform employs a double-groove welded rectangular suspension frame, which is then welded and fixed to the sliding beam. This connection method ensures the robustness of the connection between the platform and the outer sliding beam, enabling it to withstand significant tensile and shear forces. Three longitudinally arranged grooved beams serve as the bottom beams, further enhancing the platform's load-bearing capacity. The grooved beam crossbeams welded to their ends strengthen the connection stability between the longitudinal beams, making the entire platform frame an organic whole, less prone to twisting or deformation, effectively guaranteeing the structural integrity and reliability of the platform during long-term use.

[0021] II. Flexible space utilization and convenient construction:

[0022] 1. Rational Platform Layout: The cantilever platform's structural design fully considers space utilization efficiency. The steel pipe crossbars at the top are welded and fixed to the steel pipe columns, forming a neat frame structure. This not only provides ample working space for construction workers, facilitating free movement and operation of construction equipment on the platform, but also allows for the hanging of tools, lights, and other auxiliary facilities on the crossbars according to actual needs, improving space utilization. Simultaneously, the steel pipe columns welded to the sides and ends of the platform, along with steel mesh edge railings, ensure personnel safety without excessively occupying internal platform space. This allows for more flexible and convenient material stacking and equipment placement, helping to optimize the construction process and improve construction progress.

[0023] 2. Convenient Assembly and Disassembly: The overall layout of the sliding beam platform features relatively simple components and clear connection methods, such as double-groove welding to form a rectangular lifting frame and welding fixation between components. This makes the platform assembly process simple and easy to implement. Construction personnel can quickly complete the assembly of the platform according to standardized procedures, reducing on-site construction time and labor costs. Disassembly is also relatively easy when the project is completed or the platform needs to be moved. Each component can be easily separated and recycled for reuse, reducing the overall construction cost.

[0024] III. Excellent safety and protective performance:

[0025] 1. Edge Protection Measures: The steel pipe columns and steel mesh edge railings on both sides and ends of the cantilever platform provide an effective protective barrier for construction workers, preventing accidental falls while working at heights. The steel mesh ensures effective protection without obstructing the workers' view, facilitating observation of the surrounding construction environment and operational procedures. This comprehensive edge protection design complies with safety construction regulations, significantly reducing the safety risks of working at heights and ensuring the safety of construction workers.

[0026] 2. Sealing Design Guarantee: After laying horizontal reinforcing bars at the bottom of the cantilever platform, wooden planks are laid to seal the bottom. This sealing structure not only enhances the overall strength of the platform but also prevents tools, materials, and other objects from falling from the bottom of the platform during construction, avoiding accidental injuries to personnel and facilities below. At the same time, the sealing structure also reduces the interference of external factors (such as wind, rain, and dust) on the construction environment above the platform, creating a relatively stable and safe working space for construction personnel, which is conducive to improving construction quality and efficiency. Attached Figure Description

[0027] Figures 1-2 This is a schematic diagram of the overall implementation structure of this application;

[0028] Figures 3-5 This is a schematic diagram of the cantilevered platform section in this application.

[0029] Among them: 1. Outer sliding beam, 2. Cantilever platform, 3. Front sling of outer sliding beam, 4. Rear sling of outer sliding beam, 5. Rear trolley sling, 6. Rectangular lifting frame, 7. Longitudinal beam of 10 groove, 8. Transverse steel bar, 9. Horizontal beam of longitudinal beam of 10 groove, and 11. Steel pipe crossbar. Detailed Implementation

[0030] The following will be combined with the appendix Figures 1-5 This utility model will be described in detail, and the technical solutions in the embodiments of this utility model will be clearly and completely described. Obviously, the described embodiments are only some embodiments of this utility model, and not all embodiments. Based on the embodiments of this utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of this utility model.

[0031] This utility model provides an overall planar layout structure for a sliding beam platform, such as... Figures 1-5 As shown, it can be implemented in the following manner: including a cantilever platform 2 corresponding to the front end of the outer sliding beam 1, a front sling 3 and a rear sling 4 corresponding to the rear end of the outer sliding beam 1, and a rear trolley sling 5 corresponding to the rear end of the cantilever platform 2.

[0032] According to the present application, the overall plan layout structure of the sliding beam platform is as follows: the cantilever platform 2 is composed of a rectangular hanging frame 6 welded with double grooves 10 and fixed to the sliding beam. Three longitudinal beams 7 of grooves 10 are arranged longitudinally as bottom beams. The bottom can be covered with transverse steel bars 8 and then covered with wooden boards to seal the bottom. Steel pipe columns 10 + steel plate mesh are welded on both sides and the ends to form edge guardrails.

[0033] According to the present application, a sliding beam platform has an overall planar layout structure; the top of the cantilever platform 2 has a steel pipe crossbar 11, which is welded and fixed to the steel pipe column 10.

[0034] According to the present application, a general planar layout structure of a sliding beam platform is provided; the ends of the longitudinal beams 7 of the slot 10 are welded with the transverse beams 9 of the longitudinal beams 7 of the slot 10.

[0035] According to the present application, the overall plan layout structure of the sliding beam platform is as follows: the transverse reinforcement 8 is a @300Ф12 steel bar.

[0036] The following are the beneficial effects of implementing the overall plan layout structure of this sliding beam platform:

[0037] I. Good structural stability:

[0038] 1. Unique Sling Layout: The front and rear slings of the outer sliding beam, along with the rear trolley sling at the rear of the cantilever platform, together form a stable suspension support system. These slings distribute the load rationally, effectively distributing the weight of the platform and its load, preventing stress concentration in any one area, and significantly enhancing the stability of the entire sliding beam platform under various working conditions. Whether bearing the static weight of stacked materials or coping with dynamic impacts and vibrations during construction, the platform remains stable, providing a safe and reliable working environment for construction personnel, reducing the risk of safety accidents caused by platform swaying or deformation, and improving construction quality and efficiency.

[0039] 2. Robust Cantilever Platform Structure: The cantilever platform utilizes a double-groove 10mm welded rectangular frame, which is then welded and fixed to the sliding beam. This connection method ensures the robustness of the connection between the platform and the outer sliding beam, enabling it to withstand significant tensile and shear forces. Three longitudinally arranged 10mm groove beams serve as the bottom beams, further enhancing the platform's load-bearing capacity. The welded end beams of the 10mm groove beams strengthen the connection stability between the longitudinal beams, making the entire platform frame an organic whole, less prone to twisting or deformation, effectively ensuring the structural integrity and reliability of the platform during long-term use.

[0040] II. Flexible space utilization and convenient construction:

[0041] 1. Rational Platform Layout: The cantilever platform's structural design fully considers space utilization efficiency. The steel pipe crossbars at the top are welded and fixed to the steel pipe columns, forming a neat frame structure. This not only provides ample working space for construction workers, facilitating free movement and operation of construction equipment on the platform, but also allows for the hanging of tools, lights, and other auxiliary facilities on the crossbars according to actual needs, improving space utilization. Simultaneously, the steel pipe columns welded to the sides and ends of the platform, along with steel mesh edge railings, ensure personnel safety without excessively occupying internal platform space. This allows for more flexible and convenient material stacking and equipment placement, helping to optimize the construction process and improve construction progress.

[0042] 2. Convenient Assembly and Disassembly: The overall layout of the sliding beam platform features relatively simple components and clear connection methods, such as double-groove 10mm welded into a rectangular hanging frame and welding fixation between various parts. This makes the platform assembly process simple and easy to implement. Construction personnel can quickly complete the assembly of the platform according to standardized procedures, reducing on-site construction time and labor costs. Disassembly is also relatively easy when the project is completed or the platform needs to be moved. Each component can be easily separated and recycled for reuse, reducing the overall construction cost.

[0043] III. Excellent safety and protective performance:

[0044] 1. Edge Protection Measures: Steel pipe columns and steel mesh edge railings on both sides and ends of the cantilever platform provide an effective protective barrier for construction workers, preventing accidental falls while working at heights. The steel mesh ensures effective protection without obstructing the workers' view, facilitating observation of the surrounding construction environment and operational conditions. This comprehensive edge protection design complies with safety construction regulations, significantly reducing the safety risks of working at heights and ensuring the safety of construction workers.

[0045] 2. Sealing Design Guarantee: After laying horizontal reinforcing bars at the bottom of the cantilever platform, wooden planks are laid to seal the bottom. This sealing structure not only enhances the overall strength of the platform but also prevents tools, materials, and other objects from falling from the bottom of the platform during construction, avoiding accidental injuries to personnel and facilities below. At the same time, the sealing structure also reduces the interference of external factors (such as wind, rain, and dust) on the construction environment above the platform, creating a relatively stable and safe working space for construction personnel, which is conducive to improving construction quality and efficiency.

[0046] The above description of the disclosed embodiments enables those skilled in the art to make or use the present invention. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the general principles defined herein may be implemented in other embodiments without departing from the spirit or scope of the present invention. Therefore, the present invention is not to be limited to the embodiments shown herein, but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.

Claims

1. A mechanical sliding beam arrangement platform, characterized in that; It includes a cantilever platform (2) corresponding to the front end of the outer sliding beam (1), a front sling (3) and a rear sling (4) corresponding to the rear end of the outer sliding beam (1), and a rear trolley sling (5) corresponding to the rear end of the cantilever platform (2).

2. The mechanical sliding beam arrangement platform according to claim 1, characterized in that; The cantilever platform (2) is composed of a rectangular hanging frame (6) welded with double groove 10, and fixed with sliding beam. Three groove 10 longitudinal beams (7) are arranged longitudinally as bottom beams. Horizontal steel bars (8) can be laid at the bottom and then wooden boards are laid to seal the bottom. Steel pipe columns (10) + steel plate mesh are welded on both sides and the ends to make edge guardrails.

3. The mechanical sliding beam arrangement platform according to claim 2, characterized in that; The top of the cantilever platform (2) has a steel pipe crossbar (11), which is welded and fixed to the steel pipe column (10).

4. A mechanical sliding beam arrangement platform according to claim 2 or 3, characterized in that; The ends of the longitudinal beam (7) of slot 10 are welded with the transverse beam (9) of the longitudinal beam (7).

5. The mechanical sliding beam arrangement platform according to claim 2, characterized in that; The transverse reinforcement (8) is a @300Ф12 steel bar.

6. A mechanical sliding beam arrangement platform according to claim 1, characterized in that... ； The feature is that the connection between the front sling (3) and the rear sling (4) of the outer slide beam and the outer slide beam (1) adopts an adjustable connection structure, so as to accurately adjust the position and angle of the outer slide beam (1). The adjustable connection structure includes a connecting seat with a threaded adjustment rod, and the relative position relationship between the connecting seat and the outer slide beam (1) is changed by rotating the threaded adjustment rod.

7. A mechanical sliding beam arrangement platform according to claim 1, characterized in that... The connection between the rear trolley sling (5) and the cantilever platform (2) adopts a reinforced connection design, including setting multiple reinforcing plates at the connection point. The thickness of the reinforcing plates is not less than 5 mm. The reinforcing plates are fully welded to the cantilever platform (2) and the rear trolley sling (5) to meet the minimum welding strength value required for the platform to bear load and operate safely.

8. The mechanical sliding beam arrangement platform according to claim 2, characterized in that; When welding the rectangular hanging frame (6) to the sliding beam, the height of the weld seam shall not be less than 3 mm to ensure that the welding quality meets the required standards.

9. A mechanical sliding beam arrangement platform according to claim 2, characterized in that; When laying the wooden boards to seal the bottom, the thickness of the boards should not be less than 5 cm, and the gap between adjacent boards should not exceed 3 mm.

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