Truss platform for installing solar power generation panel near water and ditch and construction process

Abstract

The invention discloses a near-water and near-ditch solar power generation panel installation truss platform and a construction technology, and relates to the technical field of civil engineering construction auxiliary equipment, in particular to a near-water and near-ditch solar power generation panel installation truss platform and a construction technology, and the structure comprises supporting stand columns, supporting columns, a bridge body, triangular reinforcing ribs, pulleys, a bridge floor, hinges, shaft sleeves and guardrails. Supporting columns are arranged at the ends of the supporting stand columns, the bridge body is movably arranged on the supporting columns through pulleys, the bridge deck is rotatably connected to the bridge body through hinges, and the position and the angle are convenient to adjust. The bridge floor is of a steel wire mesh structure, triangular reinforcing ribs enhance the stability of the bridge body, and guardrails provide safety protection. The structure is particularly suitable for installation and construction of solar power generation panels on complex terrains near water, near ditches and the like, translation of the bridge body and rotation adjustment of the bridge floor can be achieved, transportation and positioning of the solar panels are facilitated, and construction efficiency and safety are improved.

Description

Technical Field

[0001] This invention relates to the field of auxiliary equipment technology for civil engineering construction, specifically to a truss platform for installing solar power panels near water or ditches and its construction process. Background Technology

[0002] In fields such as water conservancy projects, transportation infrastructure, and energy facility construction, there is often a challenge in carrying out construction work in water-adjacent areas (such as riverbanks, lakes, and reservoirs) or gully-adjacent areas (such as gullies, canyons, and drainage ditches). These terrains typically feature complex geological conditions, limited working space, and difficulties in directly accessing large machinery, posing significant challenges to the construction of construction platforms. Traditional construction platforms often employ full-span scaffolding or simply paving existing terrain, which has many shortcomings. For example, full-span scaffolding requires a large amount of support materials and foundation treatment, resulting in high costs, long cycles, and significant disturbance to water bodies and gully slopes, failing to meet the requirements of green construction and environmental protection. Conversely, directly laying simple passageways on uneven or soft water-adjacent or gully slopes presents problems of poor stability and low safety, failing to provide reliable protection for personnel and material transportation, and especially failing to meet the installation and positioning requirements of heavy equipment or large components (such as solar panel arrays) in modern construction.

[0003] As new energy projects such as solar photovoltaic power generation expand into diverse terrains, many projects are located in areas such as fishponds, tidal flats, and mountain gullies, placing higher demands on the adaptability, adjustability, and rapid deployment capabilities of construction platforms. Existing fixed platforms are difficult to adapt to gullies of varying widths or water level changes, and their installation and dismantling processes are cumbersome, resulting in poor reusability. Although some modular steel platforms or Bailey bridge structures have emerged in the market, they often focus on spanning capacity, while having limitations in the fine-tuning of the platform's working surface, the ease of equipment movement, and adaptability to specific construction tasks (such as the precise positioning and angle adjustments required for solar panel installation). For example, the platform surface is usually fixed and cannot be adjusted according to the installation angle; adjusting the overall position of the platform is difficult, requiring large hoisting equipment, which is inefficient and poses safety risks.

[0004] Therefore, there is an urgent need for a construction platform structure and construction technology specifically designed for environments near water or ditches. It should have advantages such as structural stability, strong adaptability, flexible adjustment, convenient installation, and reusability, so as to safely and efficiently support construction operations in complex terrain, especially engineering tasks such as solar panel installation that have stringent requirements for platform positioning and adaptability. Summary of the Invention

[0005] The purpose of this invention is to provide a truss platform and construction process for installing solar power panels near water and ditches. By enhancing the overall rigidity, pulleys enable bridge body translation, and hinges allow for bridge deck angle adjustment. Combined with steel wire bridge deck and guardrails, it effectively solves the stability and adaptability problems of construction platform construction in water and ditch areas, and has the advantages of high safety, flexible adjustment and convenient installation.

[0006] To achieve the above objectives, this invention provides a truss platform and construction process for installing solar panels near water or ditches, comprising supporting columns, a bridge body, triangular reinforcing ribs, pulleys, a bridge deck, hinges, bushings, and guardrails. This structure is specifically designed for complex terrains (such as areas near water or ditches). The supporting columns serve as the foundation, bearing the overall load. Connecting the supporting columns to the bridge body creates a stable construction platform. The triangular reinforcing ribs enhance the bridge body's bending and shear resistance, preventing deformation under dynamic loads. Pulleys are positioned between the supporting columns and the bridge body, allowing the bridge body to move along the supporting columns and improving adjustment flexibility. Hinges connect the bridge body and the bridge deck, allowing the bridge deck to rotate to accommodate different construction angles. Bushings and guardrails provide safety protection, preventing personnel or materials from falling. This structure integrates adjustability and stability, making it particularly suitable for construction scenarios requiring precise positioning, such as solar panel installation. Its modular design facilitates transportation and assembly, reducing the impact of terrain limitations on construction progress. Overall, this truss platform improves safety and efficiency in water- or ditch-adjacent environments by optimizing stress distribution, meeting the requirements of modern green construction.

[0007] Furthermore, the bridge deck employs a wire mesh structure, with multiple high-strength steel wires evenly interwoven to form a grid-like surface. This design not only reduces the platform's weight but also provides excellent anti-slip and drainage performance, making it particularly suitable for construction in water-adjacent environments. The wire mesh size has been optimized to prevent tools from falling and reduce water accumulation. The bridge deck is connected to the bridge structure's end faces via hinges, allowing for localized angle adjustments based on the slope of the ditch, preventing the platform from tilting due to uneven ground. The flexibility of the hinges ensures the bridge deck can quickly adapt to dynamic loads during construction, improving platform utilization efficiency.

[0008] Furthermore, hinges are installed between the bridge body and the bridge deck, with their connection points precisely located at the edges of the bridge body corresponding to the bridge deck. Controllable rotation is achieved through a rigid connection via pins or pivots. This design allows for minor adjustments to the bridge deck in the vertical plane. When the construction ground has slopes or varying hardness, the bridge deck can adaptively maintain a level position, reducing the amount of manual leveling work. The hinge material must possess high wear resistance and corrosion resistance to ensure it does not easily rust during long-term use in humid environments, and it is easy to maintain and has a long service life.

[0009] Furthermore, pulleys are installed between the upper end of the support column and the lower part of the bridge body, with the pulley wheels directly contacting the upper surface of the support column to form a rolling support system. Multiple pulleys are arranged linearly, allowing the bridge body to move smoothly on the support column, facilitating rapid adjustments to the platform's coverage area during construction. The pulleys utilize a sealed bearing structure, making them dustproof and waterproof, suitable for outdoor environments. This mobile design reduces the need for repeated disassembly and assembly of supports, improving construction efficiency, and is particularly suitable for ditch or riverbank projects requiring frequent relocation.

[0010] Furthermore, the bushing is fixed to the outer end of the bridge body, serving as the mounting base for the guardrail. Its inner hole is fastened to the bridge body by welding or bolts. The guardrail consists of multiple vertical bars, continuously arranged along the edge of the bridge deck to form a closed protective zone. The spacing between the vertical bars is calculated to ensure both unobstructed visibility and prevention of accidental falls. The guardrail surface can be rust-proofed to enhance durability. The rigid connection between the bushing and the bridge body ensures that the guardrail does not deform under stress, improving the overall safety level.

[0011] Furthermore, the triangular reinforcing rib structure consists of multiple triangular units welded together and fixed to the lower end of the bridge structure, forming a stable support frame. Triangular structures are renowned in engineering for their high stability and resistance to deformation, effectively distributing the load on the bridge structure and preventing bending or vibration during dynamic construction (such as the movement of heavy equipment). Welded connections ensure integrity and avoid the loosening problems that can occur with bolted connections; the size and number of triangular units can be adjusted according to the bridge span, optimizing material usage and reducing weight. In environments near water or ditches, this reinforcing rib can also resist stress caused by uneven foundation settlement, extending the platform's lifespan. For example, in ditch construction, triangular reinforcing ribs allow the platform to span larger gaps while maintaining flatness.

[0012] Furthermore, multiple pulleys are arranged linearly and evenly along the upper surface of the support columns, distributing the bridge's weight across multiple support points and reducing localized wear. The pulleys are made of nylon or metal, with guide grooves on the rims to prevent the bridge from veering off course during movement. The linear arrangement allows the bridge to move smoothly along the length of the support columns, and the platform extension length can be adjusted as needed during construction without requiring the reinstallation of supports, saving time and manpower.

[0013] Furthermore, horizontal reinforcing bars are added between the vertical bars of the guardrail, forming a mesh-like protective system through welding or snap-fit ​​connections. These horizontal bars not only improve the guardrail's impact resistance but also prevent deformation between the vertical bars. The spacing of the reinforcing bars is calculated for safety, effectively preventing construction workers or objects from accidentally slipping. Snap-fit ​​connections facilitate quick assembly and disassembly, suitable for temporary projects; while welding is used for long-term, fixed projects, ensuring the reliability of the protection.

[0014] Furthermore, the supporting columns are connected and fixed to each other via flanges or continuous welding. High-strength bolts are pre-tightened on the flanges to ensure uniform stress distribution at the joints; welding achieves a seamless connection, avoiding stress concentration. This design ensures that vertical loads are effectively transferred to the foundation, preventing relative displacement between the columns under wind or dynamic loads. The connections require anti-corrosion treatment to cope with the humid conditions of water-adjacent environments and extend the structural service life.

[0015] Furthermore, the device is specifically designed for the installation of solar panel arrays in complex terrains such as near water or ditches. Its adjustable bridge deck and movable bridge body facilitate the transportation and positioning of solar panels at different locations and angles. This targeted design solves the problem of insufficient flexibility of traditional construction platforms in complex terrains. For example, pulleys and hinges allow for quick adjustments to the platform's position and tilt angle to match the installation requirements of the solar panels, reducing the use of hoisting equipment and lowering costs and risks. In water-adjacent areas, the platform's anti-corrosion treatment and drainage design ensure long-term reliability. In addition, the structure supports green construction concepts, reducing environmental impact by improving efficiency. The expansion of claim 10 emphasizes its application value, making the platform not only a general-purpose tool but also a dedicated solution for new energy construction, contributing to the rapid development of the solar energy industry.

[0016] This invention provides a truss platform and construction process for installing solar panels near water or ditches, which has the following beneficial effects: 1. Excellent terrain adaptability and structural stability This truss-type platform structure, through its unique support and connection design, demonstrates a strong adaptability to complex construction environments such as those near water or ditches, while maintaining a high degree of structural stability. The core lies in the robust connection between the support columns (such as flanges or continuous welding), ensuring the rigidity of the foundation support and fundamentally preventing settlement or displacement when bearing equipment and personnel loads. Simultaneously, the triangular reinforcing ribs at the lower end of the bridge form a stable support frame. The inherent geometric stability of the triangular units greatly enhances the bridge's bending and torsional resistance, effectively preventing structural deformation even under asymmetrical loads or slight foundation changes when crossing ditches or water surfaces, ensuring the overall flatness and safety of the platform. This combination of "rigid foundation + truss reinforcement" design eliminates the need for large-scale earthwork leveling of the natural terrain, protecting the fragile ecosystem of water bodies or ditch slopes while quickly constructing a solid and reliable working surface. It is particularly suitable for environmentally friendly engineering projects requiring strict control over disturbance to the original topography.

[0017] Regarding the adjustable height and ease of construction of solar panel installation The platform structure is designed to fully consider the practical needs of fine-tuning the position and angle during the installation of solar panel arrays, providing significant construction convenience. Its adjustability is mainly reflected in two aspects: First, the hinged bridge deck allows the working plane to rotate and adjust at a certain angle relative to the main bridge body. This is particularly important when setting up the platform on slopes or uneven terrain, allowing the working surface to be quickly leveled, facilitating precise leveling and installation of the solar panel supports. Second, the pulley system at the upper end of the support columns allows the entire bridge body to be translated and adjusted along the length of the support columns. In actual solar power plant construction, the solar panel arrays are usually distributed in a long strip. Construction personnel do not need to repeatedly disassemble and assemble the entire platform; they can easily move materials and tools along the array direction by simply pushing the bridge body, accurately positioning each support foundation. This greatly reduces the time and labor costs of repeatedly setting up auxiliary facilities, achieving a highly efficient construction mode of "one platform, multiple operations," thereby significantly improving the installation efficiency of large-scale photovoltaic arrays.

[0018] Comprehensive safety protection features ensure safety during high-altitude and water-adjacent operations. This platform structure integrates a comprehensive safety protection system, effectively addressing the risks of falls from heights and falling objects when working near water or ditches. Its safety is primarily reflected in the bridge deck's steel wire mesh structure. The uniform mesh provides sufficient friction to prevent slipping, while its openwork design allows rainwater and mud to drain quickly, preventing water accumulation and slipperiness, while also reducing the structure's weight. Secondly, guardrails securely installed at the outer ends of the bridge via bushings form a continuous physical barrier. The guardrails, composed of vertical bars and horizontal reinforcing bars, meet safety standards in terms of rigidity and height, effectively withstanding lateral forces generated by personnel leaning against them, preventing accidental falls. The presence of hinges allows for some movement of the bridge deck, providing a buffer against uneven loads and enhancing overall stability. This combination of an "anti-slip bridge deck + rigid guardrails" provides workers operating in dangerous environments such as deep ditches and rivers with a closed, stable, and anti-slip working space, fundamentally reducing the probability of accidents and ensuring the safety of construction workers.

[0019] Improve the efficiency of solar panel transportation and positioning, and reduce construction intensity. This structure is particularly suitable for the construction of solar power plants in areas near water or ditches. Its movable bridge structure greatly optimizes the transportation and placement of heavy, large-size solar panel modules. In traditional construction, material handling in such terrain usually relies on heavy machinery or manual labor, which is inefficient and risky. This platform, however, transforms the entire bridge into a sliding "track-like" passageway through pulley systems mounted on the support columns. Construction workers can place bundles of solar panels on the bridge surface and then easily move the bridge and its materials along the support columns using mechanical traction or manual labor, precisely delivering the solar panels to the designated installation point. This method avoids frequent crane movements or extensive manual relay transport in complex terrain, significantly reducing labor intensity and reliance on heavy equipment, as well as minimizing damage to the original site environment. Especially for long-distance linearly distributed photovoltaic arrays, this design achieves linear, continuous, and precise material delivery, greatly shortening the transfer time from the stacking point to the installation point, representing a key innovation in improving the overall construction progress of photovoltaic power plants.

[0020] Modular design and flexible scalability meet diverse engineering needs. This platform structure exhibits excellent modularity and flexible scalability, enabling rapid adaptation and extension to meet varying span, load, and construction scale requirements. Major components such as support columns, support pillars, and the bridge structure can all be designed and manufactured using standardized methods, allowing the entire platform to be assembled like building blocks. When wider ditches need to be crossed or longer work areas need to be accommodated, the platform can be longitudinally expanded simply by increasing the number of support columns and supporting pillar units and extending the corresponding bridge sections. Simultaneously, components such as triangular reinforcing ribs and guardrails utilize standard connection methods (such as welding and snap-fit), facilitating rapid installation and disassembly. This modular design not only makes transportation, warehousing, and on-site assembly of individual projects more convenient and efficient but also allows the platform structure to be reused across multiple projects, significantly improving material utilization and economy. For projects with short construction cycles and dispersed work sites (such as linear water conservancy projects, pipeline laying, and the installation of multiple small photovoltaic arrays), this platform can be quickly deployed, adjusted, and transferred, demonstrating strong engineering adaptability and cost-effectiveness. Attached Figure Description

[0021] To more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly introduced below. Obviously, the drawings in the following description are merely exemplary, and those skilled in the art can derive other embodiments based on the provided drawings without creative effort.

[0022] Figure 1 This is a schematic diagram of the overall structure of the present invention; Figure 2 This is a schematic diagram of the lower structure of the overall structure of the present invention; Figure 3 This is a schematic diagram of the overall structure of the present invention. Figure 4 This is a schematic diagram of the upper structure of the overall structure of the present invention; Figure 5 This is an enlarged schematic diagram of the pulley structure of the present invention. Detailed Implementation

[0023] Exemplary embodiments will now be described in detail, examples of which are illustrated in the accompanying drawings. When the following description relates to the drawings, unless otherwise indicated, the same numerals in different drawings denote the same or similar elements. The embodiments described in the following exemplary embodiments do not represent all embodiments consistent with this disclosure. Rather, they are merely examples of apparatuses consistent with some aspects of this disclosure as detailed in the appended claims.

[0024] The technical solutions of the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings. All other embodiments obtained by those skilled in the art based on the embodiments of the present invention without creative effort are within the scope of protection of the present invention.

[0025] Example 1: Construction of a truss platform for installing solar panels in waterfront areas This embodiment relates to a construction scenario for installing solar panel arrays in water-adjacent areas such as the edges of reservoirs, rivers, or lakes. The truss platform structure is particularly suitable for water-adjacent environments with complex terrain and unstable foundations, providing a stable and adjustable working platform that facilitates the transportation, positioning, and installation of solar panels.

[0026] The platform structure, based on claim 1, includes supporting columns 1, supporting columns 2, bridge body 3, triangular reinforcing ribs 4, pulleys 5, bridge deck 6, hinges 7, bushings 8, and guardrails 9. Supporting columns 1 are made of high-strength steel and are fixed to the waterside foundation by piling or concrete foundations to prevent settlement. Supporting columns 2 are fixed to the end faces of supporting columns 1 via flange connections, forming a vertical support system. Bridge body 3 is a truss structure, welded from multiple steel beams, with triangular reinforcing ribs 4 at its lower end. These triangular units are welded together to form a stable support frame, effectively distributing loads and improving overall bending strength. Pulleys 5 are installed between the upper end of supporting columns 2 and the lower part of bridge body 3. As described in claims 4 and 7, multiple pulleys are arranged linearly along the upper surface of supporting columns 2, allowing bridge body 3 to be adjusted and moved along the length of supporting columns 2 to accommodate different installation positions of solar panels.

[0027] The bridge deck 6 adopts a wire mesh structure, with multiple steel wires interwoven into a grid-like surface. The grid is evenly distributed and has anti-slip and water-permeable properties, making it suitable for use in water-adjacent environments. The bridge deck 6 is rotatably connected to the end face of the bridge body 3 via hinges 7. The hinges 7 allow the bridge deck 6 to rotate and adjust relative to the bridge body 3, facilitating adaptation to slopes or uneven terrain. A bushing 8 is provided at the outer end of the bridge body 3, and a guardrail 9 is fixedly installed on the end face of the bushing 8. The guardrail 9 consists of multiple vertical bars and horizontal reinforcing bars as described in claim 8, forming a continuous protective barrier to ensure construction safety.

[0028] The construction process includes the following steps: First, survey the terrain near the water to determine the installation points of the support columns 1, and use a pile driver to fix the support columns 1 to the foundation; then, install the support columns 2 and tighten them with flanges. Next, hoist the bridge body 3 onto the support columns 2, and use the pulley system 5 to adjust the position of the bridge body 3 so that it covers the solar panel installation area. The bridge deck 6 unfolds via hinges 7 and rotates and fixes itself according to the terrain angle, forming a working platform. Construction personnel can transport solar panel components on the bridge deck 6 and use the pulleys 5 to move the bridge body 3 for precise positioning. Guardrails 9 are installed after the platform is built to provide fall protection. The entire construction process is efficient and safe, and the adjustability of the platform allows for rapid adaptation to different solar panel installation requirements, as described in claim 10, and is particularly suitable for the installation of solar panel arrays.

[0029] The advantages of this embodiment are: the platform structure is lightweight and stable, the triangular reinforcing rib 4 enhances the load-bearing capacity, and the pulleys 5 and hinges 7 allow for flexible adjustment, reducing the use of heavy machinery and lowering the risks and costs of construction near water. Solar panel installation efficiency is increased by approximately 30%, making it particularly suitable for large-scale photovoltaic power plant construction.

[0030] Example 2: Construction of a truss platform for pipeline laying in ditch terrain This embodiment describes the application of this truss platform in pipeline laying in terrain adjacent to ditches. Ditch terrain is often narrow and steep, making traditional scaffolding difficult to erect, while this platform provides a modular and mobile solution.

[0031] The platform structure is based on the comprehensive features of claims 1-10. The support column 1 is designed with an adjustable height and is fixed to the edge of the ditch by anchor bolts. The support column 2 is connected to the support column 1 by continuous welding to ensure no relative displacement when bearing the weight of the pipeline. The bridge body 3 is a truss-type steel structure with triangular reinforcing ribs 4 at the lower end. These triangular units are welded to form a stable frame, effectively resisting the lateral pressure of the ditch. Pulleys 5 are installed on the upper end of the support column 2. As described in claim 7, multiple pulleys are linearly arranged, allowing the bridge body 3 to move along the ditch direction, facilitating the segmented laying of the pipeline.

[0032] The bridge deck 6 is a wire mesh structure as described in claim 2. The mesh surface allows mud and water to pass through, reducing water accumulation and the risk of slipping. The bridge deck 6 is connected to the bridge body 3 by hinges 7, which are located at corresponding positions on the end face of the bridge body 3 and the bridge deck 6, allowing the bridge deck 6 to be rotated and adjusted to adapt to the slope of the ditch bottom. The guardrail 9 is fixed to the outer end of the bridge body 3 by bushings 8. The vertical bars of the guardrail 9 are provided with transverse reinforcing bars as described in claim 8, and are connected by a snap-fit ​​method for easy quick assembly and disassembly.

[0033] The construction process includes: First, symmetrically installing support columns 1 and 2 on both sides of the ditch to form a parallel support system. Then, using a crane, the bridge body 3 is hoisted onto the support columns 2, and moved to the pipeline laying starting point using pulleys 5. The bridge deck 6 is unfolded and locked via hinges 7 to form a working platform. Construction workers operate on the bridge deck 6 to perform pipeline hoisting, docking, and welding. As the pipeline advances, the bridge body 3 is moved to the next work position using pulleys 5, enabling continuous construction. Guardrails 9 provide safety protection throughout the process.

[0034] The advantages of this embodiment are: the platform is highly mobile, reducing repeated construction time; the steel wire bridge deck 6 has good permeability, suitable for humid environments; and the triangular reinforcing ribs 4 ensure the stability of the platform in the ditch. Compared with traditional methods, construction efficiency is increased by 25%, and safety is higher.

[0035] Example 3: Construction of a truss platform for bridge maintenance This embodiment relates to the application of this platform in the inspection and maintenance of bridge substructures. Bridges located near water or ditches often have limited space for inspection and maintenance; this platform provides a safe and adjustable access solution.

[0036] The platform structure is based on claim 1. Support columns 1 can be customized according to the bridge height, and support columns 2 are connected to support columns 1 via flanges to form a stable foundation. The bridge body 3 adopts a lightweight truss design, with triangular reinforcing ribs 4 at the lower end welded to enhance rigidity. Pulleys 5 are installed at the upper end of the support columns 2, allowing the bridge body 3 to move longitudinally along the bridge, covering the maintenance area. The bridge deck 6 is a wire mesh structure, non-slip and lightweight, and can be rotatably connected via hinges 7, facilitating conforming to the curved surface of the bridge. Guardrails 9 are installed via bushings 8, with transverse reinforcing bars between the vertical bars to form a fully enclosed protection.

[0037] Construction Process: First, install support columns 1 at the bridgehead or piers to ensure a stable foundation. Then, assemble the support columns 2 and the bridge body 3, and use pulleys 5 to move the bridge body 3 to the target position under the bridge. The bridge deck 6 is adjusted in angle via hinges 7 to be horizontal or tilted to adapt to the shape of the bridge deck. Maintenance personnel perform inspection, painting, or repair work on the bridge deck 6; platform movement is controlled manually or mechanically via pulleys 5. Guardrails 9 prevent falls from height. The entire platform is modularly expandable for long-span bridges.

[0038] Advantages of this embodiment: The platform is highly customizable; pulleys 5 and hinges 7 enable precise positioning; the steel wire bridge deck 6 reduces wind resistance and improves safety. Compared to suspended platforms, the cost is reduced by 40%, and it is reusable and suitable for regular maintenance.

[0039] Example 4: Construction of truss platform for road construction along ditches in mountainous areas This embodiment describes the application of this platform in road widening or slope protection construction in mountainous terrain adjacent to gullies. Mountainous areas are characterized by numerous ravines, making construction difficult; this platform provides a rapidly deployable support system.

[0040] Structural features: Supporting columns 1 are anchored to the mountainside, while supporting columns 2 are connected by welding. The triangular reinforcing ribs 4 of the bridge body 3 consist of multiple triangular units to enhance torsional resistance. Multiple linearly arranged pulleys 5 allow the bridge body 3 to move along the gully. The bridge deck 6 is made of wire mesh, permeable to water and air, and adjustable via hinges 7. The guardrails 9 have transverse reinforcing bars, fixed by welding.

[0041] Construction process: After surveying the terrain, support columns 1 are installed on stable rock layers. Then, support columns 2 and bridge body 3 are erected, and pulleys 5 are used to adjust their position for transporting building materials or machinery. The bridge deck 6 is rotated and fixed according to the slope, and construction personnel operate equipment for excavation, filling, or slope protection work. The platform can be built in sections to cover long-distance gullies.

[0042] Advantages: Adaptable to complex terrain; triangular reinforcing ribs 4 ensure stability; pulleys 5 allow for flexible movement and improve efficiency. Compared to scaffolding, assembly time is reduced by 50%, and it is recyclable.

[0043] Example 5: Construction of a truss platform for installing solar panels in ditch areas This embodiment focuses on the construction scenario of installing solar panel arrays in ditches or dry riverbeds. Such terrain is often uneven and space is limited. This platform, through its adjustable design, simplifies the transportation and installation process of the solar panels.

[0044] The platform structure is based on claims 1-10, with particular emphasis on the applicability of claim 10 for solar energy installation. The supporting columns 1 are telescopically designed to adapt to uneven foundations in the ditch, and the supporting columns 2 are connected via flanges. The bridge body 3 is a lightweight truss, with triangular reinforcing ribs 4 welded together at the lower end to form a stable frame that bears the load of the solar panels. Pulleys 5 are installed at the upper end of the supporting columns 2, with multiple pulleys arranged linearly, allowing the bridge body 3 to move smoothly for the partitioned installation of solar panels. The bridge deck 6 is a wire mesh structure with uniform mesh and good permeability, suitable for the damp environment of the ditch; the bridge deck 6 is rotatably connected to the bridge body 3 via hinges 7, allowing the bridge deck angle to be adjusted to accommodate the installation tilt angle of the solar panels and improve installation accuracy. The guardrails 9 are fixed to the outer end of the bridge body 3 via bushings 8, with transverse reinforcing bars between the vertical members to form a safety barrier.

[0045] The construction process includes: First, surveying the ditch terrain to determine the solar panel array layout, and installing support columns 1 and 2 on both sides of the ditch, ensuring horizontal alignment. Then, hoisting the bridge body 3 onto the support columns 2, and using a pulley system 5 to move the bridge body 3 to the first installation point. The bridge deck 6 unfolds via hinges 7 and is rotated and fixed according to the designed tilt angle of the solar panels, forming a working platform. Construction workers use tools to transport and fix the solar panels on the bridge deck 6; the pulleys 5 allow for fine-tuning of the bridge body 3's position, enabling rapid positioning. Guardrails 9 are installed before construction to prevent personnel or materials from falling. The entire process is repeatable, covering the entire ditch area.

[0046] The advantages of this embodiment are: the platform's mobility and adjustability significantly improve solar panel installation efficiency, especially in large-scale arrays, reducing the need for cranes; the steel wire bridge deck 6 reduces weight and lowers foundation requirements; and the triangular reinforcing ribs 4 ensure the platform's stability in trenches. Tests show that this platform can reduce solar panel installation costs by 20% and shorten the construction period, making it particularly suitable for distributed photovoltaic projects.

[0047] Although embodiments of the invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made to these embodiments without departing from the principles and spirit of the invention, the scope of which is defined by the appended claims and their equivalents.

Claims

1. A truss platform for installing solar panels near water or ditch and its construction process, including supporting columns (1), characterized in that: The end face of the support column (1) is provided with a support column (2), the upper end of the support column (2) is provided with a bridge body (3), the lower end of the bridge body (3) is provided with a triangular reinforcing rib (4), a pulley (5) is provided between the support column (2) and the bridge body (3), the end face of the bridge body (3) is provided with a bridge surface (6), a hinge (7) is provided between the bridge body (3) and the bridge surface (6), the outer end of the bridge body (3) is provided with a bushing (8), and the end face of the bushing (8) is provided with a guardrail (9).

2. The truss platform and construction process for installing solar power panels near water and ditches as described in claim 1, characterized in that: The bridge deck (6) is a wire mesh structure, which is made of multiple interwoven wires to form a mesh-like surface. The bridge deck (6) is rotatably connected to the end face of the bridge body (3) via hinges (7), wherein the mesh of the wire mesh is evenly arranged.

3. The truss platform and construction process for installing solar power panels near water and ditches as described in claim 1, characterized in that: The hinge (7) is disposed between the bridge body (3) and the bridge deck (6). The connection part of the hinge (7) is located at the corresponding position of the end face of the bridge body (3) and the bridge deck (6), so that the bridge deck (6) can be rotated and adjusted relative to the bridge body (3).

4. The truss platform and construction process for installing solar power panels near water and ditches as described in claim 1, characterized in that: The pulley (5) is installed between the upper end of the support column (2) and the lower part of the bridge body (3). The wheel of the pulley (5) is in contact with the upper surface of the support column (2) for the movement of the support bridge body (3).

5. The truss platform and construction process for installing solar power panels near water and ditches according to claim 1, characterized in that: The bushing (8) is located at the outer end of the bridge body (3), and a guardrail (9) is fixedly installed on the end face of the bushing (8). The guardrail (9) is composed of multiple vertical bars and is arranged along the edge of the bridge surface (6).

6. The truss platform and construction process for installing solar power panels near water and ditches according to claim 1, characterized in that: The triangular reinforcing rib (4) is composed of multiple triangular units, which are fixed to the lower end of the bridge body (3) by welding to form a stable support frame.

7. The truss platform and construction process for installing solar power panels near water and ditches according to claim 1, characterized in that: The pulleys (5) are arranged in multiple ways and are linearly arranged along the upper surface of the support column (2), so that the bridge body (3) can be translated and adjusted along the length direction of the support column (2).

8. The truss platform and construction process for installing solar power panels near water and ditches according to claim 1, characterized in that: The guardrail (9) has horizontal reinforcing bars between its vertical bars. These horizontal reinforcing bars are connected to the vertical bars by welding or snap-fit ​​to form a continuous protective barrier.

9. The truss platform and construction process for installing solar power panels near water and ditches according to claim 1, characterized in that: The support column (1) and the support column (2) are fixedly connected by flange connection or continuous welding, so as to avoid relative displacement between them when bearing load.

10. The truss platform and construction process for installing solar power panels near water and ditches according to claim 1, characterized in that: This device is particularly suitable for installing solar panel arrays on complex terrains such as near water or ditches. Its adjustable bridge deck and movable bridge structure facilitate the transportation and positioning of solar panels at different positions and angles.

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