A manual operation platform device for mounting brackets and components.

By designing an operating platform device that includes crossbeams and tie rods, the problems of long construction cycles, significant safety hazards, and poor equipment adaptability in traditional photovoltaic bracket installation have been solved, enabling convenient and efficient high-altitude photovoltaic bracket installation that can adapt to complex terrain.

CN224943441UActive Publication Date: 2026-11-06NORTHWEST ENGINEERING CORPORATION LIMITED
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Patent Information

Application Number
CN202522473198.1
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-11-21
Publication Date
2026-11-06
Estimated Expiration
2035-11-21

AI Technical Summary

Technical Problem

Traditional photovoltaic support installation methods suffer from problems such as long construction periods, significant safety hazards, and poor equipment adaptability when operating at heights, making them particularly difficult to implement in complex terrain.

Method used

Design an operating platform device including a first crossbeam, a second crossbeam, and tie rods. The tie rods and crossbeams form a stable support frame. Combined with a steel platform and various fastener connection methods, it enables convenient installation and disassembly, adapting to the installation of photovoltaic brackets at different terrains and heights.

Benefits of technology

It significantly shortens the construction period, improves installation efficiency, reduces construction difficulty, enhances safety, adapts to various terrains, and is suitable for the installation of high-altitude photovoltaic brackets and components.

✦ Generated by Eureka AI based on patent content.

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Abstract

This utility model belongs to the field of bracket and component installation technology, and specifically relates to a manual operating platform device for bracket and component installation. A manual operating platform device for bracket and component installation includes at least two first crossbeams and two second crossbeams. Tie rods connect adjacent first and second crossbeams, with the tie rods perpendicular to the first and second crossbeams respectively. A second steel platform is provided on an adjacent first crossbeam, and a first steel platform is provided on an adjacent second crossbeam. The second crossbeams are fixedly connected to the front diagonal brace of the photovoltaic bracket, and the first crossbeams are fixedly connected to the rear diagonal brace and the rear column of the photovoltaic bracket. This utility model has a lightweight structure. Through the first and second crossbeams and tie rods, it can facilitate the installation of photovoltaic brackets at different heights. Installation and disassembly are convenient, construction difficulty is low, secondary installation efficiency is high, and it is adaptable to the installation of photovoltaic brackets and components in various terrains, significantly shortening the construction period.
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Description

Technical Field

[0001] This utility model belongs to the field of bracket and component installation technology, and specifically relates to a manual operation platform device for bracket and component installation. Background Technology

[0002] With the accelerated global energy transition, the photovoltaic (PV) power generation industry has experienced unprecedented rapid development. However, this expansion has also been accompanied by increasingly prominent land resource shortages, driving PV projects to seek greater efficiency through space and towards diversified models. Against this backdrop, diversified PV models such as "agricultural-photovoltaic complementarity," "fishery-photovoltaic complementarity," and "forestry-photovoltaic complementarity" have been vigorously promoted and applied. These models achieve three-dimensional value-added utilization of land resources by erecting PV arrays above agricultural planting, aquaculture, or forestry maintenance, effectively alleviating the conflict between PV development and agricultural land use. To meet the spatial requirements for crop lighting, mechanized farming, or aquaculture operations, while maximizing power generation efficiency, these diversified models have placed higher demands on the height of PV support structures. This has led to a significant increase in the average installation height of PV support structures from the traditional 1.5-2 meters to 3 meters, 4 meters, or even higher. This trend towards higher support structures has become an irreversible industry trend. It is not only a rigid requirement for diversified projects but also provides more ample space for economic activities below the power station, representing the future direction of deep integration between PV, ecology, and agriculture.

[0003] However, the significant increase in the height of photovoltaic support structures has brought unprecedented challenges to the installation of modules. In the era of traditional low-support structures, installation work could mostly be completed by simple scaffolding or by workers by hand. But when the working surface rises to a height of several meters, traditional installation methods have to rely heavily on large-scale scaffolding systems or large aerial work platforms. These traditional auxiliary methods have revealed many insurmountable defects in practice: First, the erection and dismantling of scaffolding is extremely cumbersome, consuming a lot of manpower and time, which artificially prolongs the construction cycle and keeps the overall project cost high; second, although large machinery such as aerial work platforms provides mobility, they have stringent requirements for the flatness and load-bearing capacity of the working site. In complex terrains such as mountains, hills, and tidal flats, their passability and operational stability are greatly reduced, their flexibility is seriously insufficient, and they may even be unable to enter the site at all. Furthermore, whether it is scaffolding or aerial work platforms, the safety protection measures for working at heights are extremely complex. Construction workers face risks such as falls from heights and being struck by objects. There are many safety control points and the difficulty is high, which greatly increases the pressure on on-site safety management and makes safety hazards particularly prominent. Utility Model Content

[0004] To overcome the above problems, the purpose of this utility model is to provide a manual operation platform device for the installation of brackets and components. This utility model has a lightweight structure and can realize the operation of photovoltaic brackets to be installed at different heights through the first crossbeam, the second crossbeam and the tie rod. It is convenient to install and disassemble, has low construction difficulty and high secondary installation efficiency. It is suitable for the installation of photovoltaic brackets and components in various terrains and can significantly shorten the construction period.

[0005] The technical solution of this utility model is as follows: a manual operation platform device for installing brackets and components, comprising at least two first crossbeams and two second crossbeams, with tie rods connecting adjacent first and second crossbeams, the tie rods being respectively perpendicular to the first and second crossbeams, a second steel platform being provided on adjacent first crossbeams, and a first steel platform being provided on adjacent second crossbeams, the second crossbeams being fixedly connected to the front diagonal brace of the photovoltaic bracket, and the first crossbeams being fixedly connected to the rear diagonal brace and the rear column of the photovoltaic bracket.

[0006] The rear end of the first crossbeam is connected to a steel diagonal brace. The connection between the steel diagonal brace and the rear end of the first crossbeam is provided with a steel diagonal brace fixing bolt. The steel diagonal brace and the first crossbeam are fixed at an angle by the diagonal brace fixing bolt. The angle range of the fixed angle is 50°~70°.

[0007] The second crossbeam is fixedly connected to the front diagonal brace of the photovoltaic bracket with a front diagonal brace. The second crossbeam is detachably fastened to the front diagonal brace of the photovoltaic bracket through the front diagonal brace.

[0008] The first crossbeam is provided with a rear diagonal fastener at the connection between it and the rear diagonal brace of the photovoltaic bracket. The first crossbeam is detachably fastened to the rear diagonal brace of the photovoltaic bracket through the rear diagonal fastener. The first crossbeam is provided with a U-shaped fastener at the connection between it and the rear column of the photovoltaic bracket. The first crossbeam is fixedly connected to the rear column of the photovoltaic bracket through the U-shaped fastener.

[0009] A tie rod is connected between the adjacent first and second crossbeams. The tie rod is provided with a lower end fixing bolt at the connection point with the first and second crossbeams respectively. The tie rod is fixedly connected to the first and second crossbeams by the lower end fixing bolt.

[0010] The U-shaped fastener includes a fastener body and a locking bolt. The first crossbeam wraps around the rear column of the photovoltaic bracket through the fastener body, and the height is fixed by tightening the locking bolt.

[0011] The snapping surface of the rear diagonal brace triangular fastener is provided with anti-slip texture.

[0012] The first and second crossbeams are connected to form a preset height difference, which is the installation height of the photovoltaic bracket to be installed.

[0013] The first and second steel platforms are made of anti-slip patterned steel plates with a thickness of not less than 3mm. Anti-slip mechanisms are provided at both ends of the first and second steel platforms. Specifically, the anti-slip mechanisms are elastic blocks. Anti-slip rubber pads are provided on the contact surfaces of the elastic blocks and the first and second crossbeams. The number of elastic blocks is adjusted and erected along the length of the crossbeams according to the construction position.

[0014] The technical advantages of this utility model are as follows: 1. This utility model, through the first crossbeam, the second crossbeam, and the tie rod, enables the installation of photovoltaic brackets at different heights. Installation and disassembly are convenient, construction difficulty is low, secondary installation efficiency is high, and it is adaptable to the installation of photovoltaic brackets and components in various terrains, significantly shortening the construction period. 2. This utility model is reusable, with a component integrity rate of ≥95% after a single disassembly, a long service life, and is suitable for the construction of large-scale photovoltaic power plants.

[0015] The following will provide further explanation in conjunction with the accompanying drawings. Attached Figure Description

[0016] Figure 1 This is a front view schematic diagram of the structure of a manual operation platform device for installing supports and components according to this utility model.

[0017] Figure 2 This is a side view schematic diagram of the structure of a manual operation platform device for installing supports and components according to this utility model.

[0018] Attached reference numerals: 1-Front diagonal brace triangular fastener; 2-Second crossbeam; 3-First steel platform; 4-Lower end fixing bolt of tie rod; 5-Tie rod; 6-Rear diagonal brace triangular fastener; 7-U-shaped fastener; 8-Second steel platform; 9-First crossbeam; 10-Steel diagonal brace fixing bolt; 11-Steel diagonal brace. Detailed Implementation Example 1

[0019] like Figure 1 , Figure 2 As shown, a manual operation platform device for installing brackets and components includes at least two first crossbeams 9 and two second crossbeams 2. A tie rod 5 connects adjacent first crossbeams 9 and second crossbeams 2. The tie rod 5 is respectively set perpendicular to the first crossbeams 9 and second crossbeams 2. A second steel platform 8 is provided on adjacent first crossbeams 9, and a first steel platform 3 is provided on adjacent second crossbeams 2. The second crossbeams 2 are fixedly connected to the front diagonal brace of the photovoltaic bracket. The first crossbeams 9 are respectively fixedly connected to the rear diagonal brace of the photovoltaic bracket and the rear column of the photovoltaic bracket.

[0020] This utility model uses two first crossbeams and two second crossbeams in conjunction with tie rods to form a stable support frame, realizing the basic load-bearing function in high-altitude operations. The setting of the first crossbeams, second crossbeams, tie rods, first steel platform and second steel platform provides a safe and stable working surface for construction personnel. It is suitable for the installation of photovoltaic brackets at different heights and solves the problems of complex scaffolding erection and poor adaptability of aerial work platforms. Example 2

[0021] Based on Embodiment 1, in this embodiment, preferably, the rear end of the first crossbeam 9 is connected to a steel diagonal brace 11, and a steel diagonal brace fixing bolt 10 is provided at the connection between the steel diagonal brace 11 and the rear end of the first crossbeam 9. The steel diagonal brace 11 and the first crossbeam 9 are fixed at an angle by the diagonal brace fixing bolt 10, and the angle range of the angle fixing is 50°~70°.

[0022] This invention significantly enhances the rear support stability of the entire platform by setting a steel diagonal brace at the rear end of the first crossbeam and fixing it at an angle of 50°–70° with the first crossbeam. This effectively prevents the platform from overturning or swaying under load and is particularly suitable for working environments with large slopes or strong winds. Example 3

[0023] Based on Embodiment 1 or Embodiment 2, in this embodiment, preferably, a front diagonal brace fastener 1 is provided at the fixed connection between the second crossbeam 2 and the front diagonal brace of the photovoltaic bracket, and the second crossbeam 2 is detachably fastened to the front diagonal brace of the photovoltaic bracket through the front diagonal brace fastener 1.

[0024] The design of the front diagonal brace triangular fastener of this utility model enables the quick fastening connection between the second crossbeam and the front diagonal brace of the photovoltaic bracket. The installation process does not require welding or complicated tools, which greatly improves the installation efficiency. At the same time, it is easy to disassemble and reuse, and is suitable for construction scenarios with frequent site changes. Example 4

[0025] Based on Embodiment 1 or Embodiment 3, in this embodiment, preferably, a rear diagonal brace 6 is provided at the connection between the first crossbeam 9 and the rear diagonal brace of the photovoltaic bracket, and the first crossbeam 9 is detachably fastened to the rear diagonal brace of the photovoltaic bracket through the rear diagonal brace 6. A U-shaped fastener 7 is provided at the connection between the first crossbeam 9 and the rear column of the photovoltaic bracket, and the first crossbeam 9 is fixedly connected to the rear column of the photovoltaic bracket through the U-shaped fastener 7.

[0026] This utility model achieves multi-point fixation between the first crossbeam and the rear diagonal brace and rear column of the photovoltaic bracket by using a combination of rear diagonal fasteners and U-shaped fasteners, which enhances the rigidity and anti-tilting ability of the overall structure and is suitable for tall brackets or densely installed components. Example 5

[0027] Based on Embodiment 1 or Embodiment 4, in this embodiment, preferably, a tie rod 5 is connected between adjacent first crossbeam 9 and second crossbeam 2. The tie rod 5 is provided with a tie rod lower end fixing bolt at the connection point with the first crossbeam 9 and the second crossbeam 2 respectively. The tie rod 5 is fixedly connected to the first crossbeam 9 and the second crossbeam 2 by the tie rod lower end fixing bolt.

[0028] The pole of this utility model is firmly connected to the crossbeam by the fixing bolt at the lower end, which further enhances the structural integrity between the first crossbeam and the second crossbeam, prevents the platform from deforming or misaligning during use, and ensures the safety of high-altitude operations. Example 6

[0029] Based on Embodiment 1 or Embodiment 5, in this embodiment, preferably, the U-shaped fastener 7 includes a fastener body and a locking bolt, and the first crossbeam 9 is fixed in height by the fastener body encircling the rear column of the photovoltaic bracket and tightening the locking bolt.

[0030] This utility model's U-shaped fastener adopts a wrap-around design with locking bolts, enabling the height of the first crossbeam on the rear column of the photovoltaic support to be adjustable, adapting to different support height changes and improving the platform's versatility and adaptability. Example 7

[0031] Based on Embodiment 1 or Embodiment 6, in this embodiment, preferably, the fastening surface of the rear diagonal brace triangular fastener 6 is provided with anti-slip texture.

[0032] This invention features anti-slip textures on the snapping surface of the rear diagonal brace triangular fastener, increasing friction and preventing slippage under vibration or load, thereby further improving the reliability and safety of the connection node. Example 8

[0033] Based on Embodiment 1 or Embodiment 7, in this embodiment, preferably, the first crossbeam 9 and the second crossbeam 2 are connected by 5 to form a preset height difference, which is the installation height of the photovoltaic bracket to be installed.

[0034] This invention allows the platform to flexibly adapt to different photovoltaic bracket installation heights by adjusting the height difference between the first and second crossbeams, achieving "one platform for multiple uses" and reducing equipment configuration costs. Example 9

[0035] Based on Embodiment 1 or Embodiment 8, in this embodiment, preferably, the first steel platform 3 and the second steel platform 8 are made of anti-slip patterned steel plates with a thickness of not less than 3mm. The first steel platform 3 and the second steel platform 8 are provided with anti-slip mechanisms at both ends. The anti-slip mechanism is specifically an elastic block. The contact surface between the elastic block and the first crossbeam 9 and the second crossbeam 2 is provided with anti-slip rubber pads. The number of elastic blocks is adjusted and erected along the length of the crossbeam according to the construction position.

[0036] The first and second steel platforms of this utility model are made of anti-slip patterned steel plates and equipped with elastic locking blocks to prevent slippage. This not only ensures the safety of construction workers' feet but also prevents the platform from shifting on the crossbeam, thus improving operational safety and platform stability. The number and position of the elastic locking blocks are adjustable to adapt to various construction layout requirements.

[0037] The above description is only a preferred embodiment of the present utility model, but the protection scope of the present utility model is not limited thereto. Any changes or substitutions that can be easily conceived by those skilled in the art within the technical scope disclosed in the present utility model should be included within the protection scope of the present utility model.

Claims

1. A manual operating platform device for installing supports and components, characterized in that: It includes at least two first crossbeams (9) and two second crossbeams (2). A tie rod (5) is connected between adjacent first crossbeams (9) and second crossbeams (2). The tie rod (5) is set perpendicular to the first crossbeam (9) and the second crossbeam (2) respectively. A second steel platform (8) is provided on the adjacent first crossbeam (9), and a first steel platform (3) is provided on the adjacent second crossbeam (2). The second crossbeam (2) is fixedly connected to the front diagonal brace of the photovoltaic bracket. The first crossbeam (9) is fixedly connected to the rear diagonal brace of the photovoltaic bracket and the rear column of the photovoltaic bracket respectively.

2. The manual operation platform device for installing supports and components according to claim 1, characterized in that: The rear end of the first crossbeam (9) is connected to a steel diagonal brace (11). The steel diagonal brace (11) and the rear end of the first crossbeam (9) are connected by a steel diagonal brace fixing bolt (10). The steel diagonal brace (11) and the first crossbeam (9) are fixed at an angle by the diagonal brace fixing bolt (10). The angle range of the angle is 50°~70°.

3. The manual operation platform device for installing supports and components according to claim 1, characterized in that: The second crossbeam (2) is fixedly connected to the front diagonal brace of the photovoltaic bracket with a front diagonal brace (1). The second crossbeam (2) is detachably fastened to the front diagonal brace of the photovoltaic bracket through the front diagonal brace (1).

4. The manual operation platform device for installing supports and components according to claim 1, characterized in that: The first crossbeam (9) is provided with a rear diagonal brace (6) at the connection between the first crossbeam (9) and the rear diagonal brace of the photovoltaic bracket. The first crossbeam (9) is detachably fastened to the rear diagonal brace of the photovoltaic bracket through the rear diagonal brace (6). The first crossbeam (9) is provided with a U-shaped fastener (7) at the connection between the first crossbeam (9) and the rear column of the photovoltaic bracket. The first crossbeam (9) is fixedly connected to the rear column of the photovoltaic bracket through the U-shaped fastener (7).

5. The manual operation platform device for installing supports and components according to claim 4, characterized in that: A tie rod (5) is connected between the adjacent first crossbeam (9) and second crossbeam (2). The tie rod (5) is provided with a tie rod lower end fixing bolt at the connection point with the first crossbeam (9) and the second crossbeam (2). The tie rod (5) is fixedly connected to the first crossbeam (9) and the second crossbeam (2) by the tie rod lower end fixing bolt.

6. The manual operation platform device for installing supports and components according to claim 4, characterized in that: The U-shaped fastener (7) includes a fastener body and a locking bolt. The first crossbeam (9) is fixed in height by wrapping around the photovoltaic bracket rear column through the fastener body and tightening the locking bolt.

7. The manual operation platform device for installing supports and components according to claim 4, characterized in that: The snapping surface of the rear diagonal brace triangular fastener (6) is provided with anti-slip texture.

8. The manual operation platform device for installing supports and components according to claim 1, characterized in that: The The first crossbeam (9) and the second crossbeam (2) are connected by a tie rod (5) to form a preset height difference, which is the installation height of the photovoltaic bracket to be installed.

9. The manual operation platform device for installing supports and components according to claim 1, characterized in that: The first steel platform (3) and the second steel platform (8) are made of anti-slip patterned steel plates with a thickness of not less than 3mm. The first steel platform (3) and the second steel platform (8) are provided with anti-slip mechanisms at both ends. The anti-slip mechanism is specifically an elastic block. The contact surface between the elastic block and the first crossbeam (9) and the second crossbeam (2) is provided with anti-slip rubber pads. The number of elastic blocks is adjusted and erected along the length of the crossbeam according to the construction position.