Large-span operation platform of high-altitude meteorological gradient observation tower

Abstract

The invention discloses a large-span operation platform of a high-altitude meteorological gradient observation tower, which belongs to the technical field of high-altitude platforms and comprises a main platform assembly, a plurality of operation platform assemblies and a plurality of operation platform assemblies, one end of the supporting assembly is detachably connected with the tower section main column, and the other end of the supporting assembly is detachably connected with the bottom of the main platform assembly; the protection assembly is detachably mounted at the upper end of the main platform assembly; the main platform assembly comprises framework beams, and a plurality of detachable secondary framework beams are installed between the adjacent main framework beams. According to the scheme, through the combined design of the multiple main framework beams and the detachable secondary framework beams and the cooperation of stable truss supporting of the supporting assemblies, a large-span working face can be achieved, and under the strong wind load, the platform flutters, the deflection amplitude is small, and safety is higher; through the modular detachable design, high-altitude welding is not needed, a factory prefabrication and high-altitude assembly mode can be formed, the erecting procedure is greatly simplified, the construction efficiency is remarkably improved, the risk can be greatly reduced, and the construction safety is ensured.

Description

Technical Field

[0001] This invention relates to the field of high-altitude platform technology, and more specifically, to a large-span operating platform for a high-altitude meteorological gradient observation tower. Background Technology

[0002] Currently, there are various methods for atmospheric monitoring, ranging from the original weather balloons and aircraft detection to the current use of atmospheric monitoring devices installed on ultra-high meteorological gradient observation towers, such as 400-meter-high meteorological gradient observation towers, for long-term remote monitoring. Among these methods, setting up a high-altitude operating platform is a core facility for ensuring construction safety and improving operational efficiency during the construction, operation, and maintenance of the 400-meter-high towers and the installation and maintenance of monitoring equipment.

[0003] However, existing aerial work platforms have the following main drawbacks: Traditional operating platforms mostly adopt a "single tower section attachment + small span cantilever" structure, which has a small span and cannot meet the full-area operation requirements of large span towers. At the same time, under strong wind loads at high altitudes, conventional cantilever platforms are prone to large flutter and sway, posing significant safety hazards. Furthermore, the existing platform frames are mostly fixed in one piece by high-altitude welding, which is not only cumbersome and inefficient but also poses high safety risks.

[0004] Therefore, it is necessary to provide a large-span operating platform for an upper-air meteorological gradient observation tower to solve the above-mentioned technical problems. Summary of the Invention

[0005] The purpose of this invention is to provide a large-span operating platform for an upper-air meteorological gradient observation tower to solve the above-mentioned technical problems.

[0006] To achieve the above objectives, the present invention adopts the following technical solution: A large-span operating platform for an upper-air meteorological gradient observation tower includes: The main platform component is detachably mounted on the main column of the tower section; The support component has one end detachably connected to the main column of the tower section and the other end detachably connected to the bottom of the main platform component; A protective component is detachably installed on the upper part of the main platform component; The main platform assembly includes multiple main frame beams that are detachably connected to the outer wall of each tower section main column. Multiple detachable secondary frame beams are installed between adjacent main frame beams, and detachable steel grating plates are installed on the upper end of each secondary frame beam.

[0007] Furthermore, the outer wall of the main column of the tower section is provided with a connecting plate, and the connecting plate has a plurality of fixing holes for connecting to one end of the main frame beam.

[0008] Furthermore, the bottom of the steel grating pad is provided with multiple fixing ear plates, and the fixing ear plates are provided with multiple connecting holes for connecting with the upper end of the secondary frame beam.

[0009] Furthermore, the support component includes: The arc-shaped main rod is connected at both ends to the main column of the tower section and the main frame beam respectively through connectors. The outer wall of the arc-shaped main rod is provided with multiple straight web members and diagonal web members. The other ends of the straight web members and the diagonal web members are also connected to the main column of the tower section or the main frame beam through the connectors.

[0010] Furthermore, the connector includes a mounting plate with multiple mounting holes.

[0011] Furthermore, the protective component includes: Multiple protective uprights are detachably installed on the outermost secondary frame beam, and multiple protective horizontal bars are provided between adjacent protective uprights.

[0012] Furthermore, a base plate is provided at the bottom of the protective pole, and the base plate has multiple bolt holes for connecting with the outer wall of the secondary frame beam.

[0013] Furthermore, both ends of the secondary frame beam are hinged with end connecting plates, and the end connecting plates are provided with multiple end connection holes for connecting with the main frame beam.

[0014] Furthermore, ribs are provided on the inner sidewall of the main frame beam at the positions corresponding to the arc-shaped main rod, the straight web member, and the oblique web member.

[0015] Compared with the prior art, the beneficial effects of the present invention are as follows: 1. This solution uses a combination design of "multiple main frame beams + detachable secondary frame beams" and stable truss support components to achieve a large-span working surface, which can cover the full cross-sectional requirements of the tower segment and solve the problem of limited span of traditional platforms. Moreover, with the cooperation of the support components, the support of the main platform components is good, and the platform flutter and sway amplitude are small under strong wind loads, resulting in excellent structural stability and higher safety.

[0016] 2. This solution adopts a modular and detachable design. The main platform components, support components, and protective components are all detachable structural connections, eliminating the need for high-altitude welding. It can form a factory prefabrication + high-altitude assembly mode, which greatly simplifies the erection process, shortens the erection time, significantly improves construction efficiency, and greatly reduces risks, ensuring construction safety. In addition, it can be quickly disassembled and cleaned after the work is completed, and each component can be reused, reducing construction costs and maintenance difficulty.

[0017] 3. This solution can be adapted to high-altitude tower structures with different cross-sectional dimensions by adjusting the connection position of the main frame beam, the number of secondary frame beams, and the installation spacing of protective components. It is suitable for various high-altitude operation scenarios and has strong versatility. Attached Figure Description

[0018] Figure 1 This is a front view structural diagram of the high-altitude operation platform of the present invention; Figure 2 This is a top-view structural diagram of the aerial work platform of the present invention; Figure 3 This is a partial structural schematic diagram of the steel grating of the present invention; Figure 4 This is a top view of the aerial work platform of the present invention after the steel grating pads have been removed. Figure 5 This is a top view schematic diagram of the partial connection state of the secondary frame beam and the protective upright of the present invention; Figure 6 This is a partial frontal view of the structure of the high-altitude operation platform of the present invention; Figure 7 for Figure 6 Enlarged structural diagram at point A in the middle; Figure 8 This is a side view of the connection between the connecting plate on the main column of the tower section and the main frame beam of the present invention. Figure 9 This is a bottom view of the connection between the arc-shaped main rod and the main frame beam of the present invention. Figure 10 This is a partial structural diagram of the connection between the main frame beam and the secondary frame beam of the present invention.

[0019] Explanation of the labels in the diagram: 1. Tower section main column; 2. Main platform assembly; 201. Main frame beam; 202. Secondary frame beam; 203. Steel grating pad; 3. Support assembly; 301. Arc-shaped main rod; 302. Straight web member; 303. Diagonal web member; 4. Protection assembly; 401. Protection upright; 402. Protection horizontal member; 5. Connecting plate; 6. Fixing hole; 7. Fixing ear plate; 8. Connecting hole; 9. Mounting plate; 10. Mounting hole; 11. Base plate; 12. Bolt hole; 13. End connecting plate; 14. End connection hole; 15. Rib plate. Detailed Implementation

[0020] The technical solutions of the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of the present invention, and not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of the present invention.

[0021] Please see Figure 1-10 A large-span operating platform for an upper-air meteorological gradient observation tower, comprising: Main platform component 2 is detachably mounted on the main column 1 of the tower section; Support component 3, one end of which is detachably connected to the main column 1 of the tower section, and the other end of which is detachably connected to the bottom of the main platform component 2; Protective component 4 is detachably installed on the upper part of main platform component 2; The main platform component 2 includes multiple main frame beams 201 that are detachably connected to the outer wall of each tower section main column 1. The main frame beams 201 extend from the four tower section main columns 1 to the four oblique angles of the tower body section to form an oblique large-span support frame. The main frame beams 201 can be made of H-beams. Multiple detachable secondary frame beams 202 are installed between adjacent main frame beams 201. The secondary frame beams 202 can be made of galvanized square steel pipes. A detachable steel grating pad 203 is installed at the upper end of the secondary frame beams 202. The steel grating pad 203 can be made of G325 / 30 / 100 type galvanized steel grating with raised anti-slip strips on the surface.

[0022] When installing the main platform component 2, multiple main frame beams 201 are connected to the outer wall of the main column 1 of each tower section, and then secondary frame beams 202 are installed between adjacent main frame beams 201. Finally, steel grating pads 203 are laid on the upper end of the secondary frame beams 202 to form a stable working surface, taking into account both load-bearing capacity and operational safety. The two ends of the support component 3 are installed and connected to the main column 1 of the tower section and the bottom of the main platform component 2, respectively. The support component 3 is used to bear the cantilever load of the main platform component 2. After that, the protective component 4 can be installed on the upper end of the main platform component 2 to form a fence, completing the overall assembly.

[0023] Through the combined design of "multiple main frame beams + detachable secondary frame beams", and with the stable truss support of the support components, a large-span working surface can be realized, which can cover the full cross-sectional requirements of the tower segment and solve the problem of limited span of traditional platforms. Moreover, with the cooperation of support component 3, the support of main platform component 2 is good, and the platform flutter and sway amplitude are small under strong wind loads, resulting in excellent structural stability and higher safety.

[0024] Through modular and detachable design, the main platform component 2, support component 3 and protective component 4 are all detachable structural connections, eliminating the need for high-altitude welding. This allows for a factory prefabrication + high-altitude assembly mode, greatly simplifying the erection process, shortening the erection time, significantly improving construction efficiency, and greatly reducing risks to ensure construction safety. In addition, after the work is completed, the components can be quickly disassembled and cleaned, and each component can be reused, reducing construction costs and maintenance difficulty.

[0025] In addition, by adjusting the connection position of the main frame beam 201, the number of secondary frame beams 202, and the installation spacing of the protective components 4, it can be adapted to high-altitude tower structures with different cross-sectional dimensions, adapting to various high-altitude operation scenarios and demonstrating strong versatility.

[0026] In this embodiment, preferably, please refer to [reference needed]. Figure 6-8 The outer wall of the main column 1 of the tower section is provided with a connecting plate 5, and the connecting plate 5 has multiple fixing holes 6 for connecting to one end of the main frame beam 201.

[0027] With this design, one end of the main frame beam 201 is fixed to the connecting plate 5 through the fixing hole 6 by fasteners such as bolts, so as to realize the detachable connection between the main frame beam 201 and the tower section main column 1; it can enhance the connection stability between the main platform component 2 and the tower section main column 1, greatly avoid displacement during high-altitude operations, and is easy to disassemble without damaging the tower section main column 1.

[0028] In this embodiment, preferably, please refer to [reference needed]. Figure 2-3 The bottom of the steel grating pad 203 is provided with multiple fixing ear plates 7, and the fixing ear plates 7 are provided with multiple connecting holes 8 for connecting with the upper end of the secondary frame beam 202.

[0029] With this design, after the steel grating pad 203 is laid, it is fixed to the upper end of the secondary frame beam 202 by bolts passing through the connecting holes 8, so as to realize the detachable installation of the steel grating pad 203. The connection of the steel grating pad 203 can make the steel grating pad 203 firmly installed and prevent slippage during high-altitude operations. The detachable design makes it easy to replace or maintain the steel grating pad 203 individually, without affecting the integrity of the main frame beam 201 and the secondary frame beam 202.

[0030] In this embodiment, preferably, please refer to [reference needed]. Figure 1 and Figure 6-7 Support component 3 includes: The arc-shaped main rod 301 is connected to the main column 1 of the tower section and the main frame beam 201 at both ends by connectors. The outer wall of the arc-shaped main rod 301 is provided with multiple straight web members 302 and diagonal web members 303. The other ends of the straight web members 302 and diagonal web members 303 are also connected to the main column 1 of the tower section or the main frame beam 201 by connectors.

[0031] Specifically, the arc-shaped main rod 301 adapts to the curved surface of the tower, and the straight web members 302 and the diagonal web members 303 work together to distribute the load, improve the deformation resistance of the support component 3, effectively share the cantilever pressure of the main platform component 2, enhance the overall stability of the platform, and better cope with high-altitude strong wind loads.

[0032] In this embodiment, preferably, please refer to [reference needed]. Figure 7 and Figure 9 The connector includes a mounting plate 9, which has multiple mounting holes 10.

[0033] With this design, the ends of the arc-shaped main rod 301, straight web rod 302, and diagonal web rod 303 are fixed to the mounting plate 9. Then, the mounting plate 9 is connected to the tower section main column 1 and the main frame beam 201 respectively by bolts passing through the mounting holes 10, so as to realize the detachable docking of each component. The multi-mounting hole design of the mounting plate 9 provides flexible connection points to adapt to the connection needs of different components, while facilitating quick disassembly and assembly, improving construction efficiency and reducing the risks of working at heights.

[0034] In this embodiment, preferably, please refer to [reference needed]. Figure 1 and Figure 5-6 The protective component 4 includes: Multiple protective uprights 401 are detachably installed on the outermost secondary frame beam 202. Multiple protective horizontal bars 402 are set between adjacent protective uprights 401 to form a closed edge protection fence. Both the protective uprights 401 and the protective horizontal bars 402 can be made of galvanized square steel pipes.

[0035] Specifically, the protective uprights 401 and the protective horizontal bars 402 form a three-dimensional protective structure, effectively preventing the risk of falls from heights; the detachable design adapts to the platform erection and dismantling process, does not affect the installation of other components, and can adjust the protection range according to operational needs.

[0036] In this embodiment, preferably, please refer to [reference needed]. Figure 5 The bottom of the protective pole 401 is provided with a base plate 11, and the base plate 11 has multiple bolt holes 12 for connecting with the outer wall of the secondary frame beam 202.

[0037] This design allows the base plate 11 to be fixed to the outer wall of the secondary frame beam 202 by passing bolts through bolt holes 12, enabling the detachable installation of the protective pole 401; it also facilitates the individual disassembly and assembly of the protective component 4, improving maintenance convenience and ensuring the reliability of protection.

[0038] In this embodiment, preferably, please refer to [reference needed]. Figure 10 Both ends of the secondary frame beam 202 are hinged with end connecting plates 13, and the end connecting plates 13 are provided with multiple end connection holes 14 for connecting with the main frame beam 201.

[0039] This design allows the secondary frame beam 202 to be connected to the main frame beam 201 by bolts passing through the end connection hole 14. The hinged design allows the secondary frame beam 202 to be adjusted in angle to connect with the adjacent main frame beam 201. The articulated structure accommodates installation errors and improves assembly flexibility; the detachable design facilitates component transportation and replacement, reducing the difficulty of high-altitude operations.

[0040] Furthermore, the secondary frame beam 202 can be a multi-segment plug-in type, that is, the secondary frame beam 202 is composed of multiple beam plates with different length and width dimensions. The ends of the beam plates at both ends are connected to the end connecting plate 13, and the adjacent beam plates are slidably plugged into each other to form a shape similar to a telescopic rod. At this time, the length of the secondary frame beam 202 can be changed according to the needs to adapt to the connection between the main frame beams 201 in different positions, which is more flexible, better adapts the connection, and reduces installation difficulties caused by errors; and it can be reused multiple times, saving costs and resources.

[0041] Fastening bolts can be installed on the beam plate. When the secondary frame beam 202 is connected to the frame beam 201, the fastening bolts are used to fasten each section of the beam plate to improve stability.

[0042] In this embodiment, preferably, please refer to [reference needed]. Figure 6-7 Ribs 15 are provided at the positions of the corresponding arc-shaped main members 301, straight web members 302 and diagonal web members 303 on the inner side wall of the main frame beam 201.

[0043] With this design, the rib plate 15 can effectively improve the shear strength and stiffness of the connection node between the main frame beam 201 and the support component 3, avoid node deformation or damage under long-term load, further enhance the connection stability between the support component 3 and the main platform component 2, and extend the service life of the platform.

[0044] It should be understood that the examples and embodiments described herein are for illustrative purposes only and are not intended to limit the invention. Those skilled in the art can make various modifications or changes based on them. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of the invention should be included within the protection scope of the invention.

[0045] It should be noted that if the embodiments of the present invention involve directional indicators such as up, down, left, right, front, back, etc., the directional indicators are only used to explain the relative positional relationship and movement of the components in a specific posture as shown in the attached figure. If the specific posture changes, the directional indicators will also change accordingly.

[0046] Furthermore, if the embodiments of this invention involve descriptions such as "first" or "second," these descriptions are for descriptive purposes only and should not be construed as indicating or implying their relative importance or implicitly specifying the number of technical features indicated. Therefore, a feature defined with "first" or "second" may explicitly or implicitly include at least one of those features. Additionally, the meaning of "and / or" throughout the text includes three parallel solutions; for example, "A and / or B" includes solution A, solution B, or a solution where both A and B are satisfied simultaneously. Furthermore, "multiple" refers to two or more. Moreover, the technical solutions of the various embodiments can be combined with each other, but this must be based on the ability of those skilled in the art to implement them. When the combination of technical solutions is contradictory or impossible to implement, it should be considered that such a combination of technical solutions does not exist and is not within the scope of protection claimed by this invention.

Claims

1. A large-span operating platform for an upper-air meteorological gradient observation tower, characterized in that, include: The main platform component (2) is detachably mounted on the main column (1) of the tower section; The support component (3) is detachably connected at one end to the main column (1) of the tower section and detachably connected at the other end to the bottom of the main platform component (2); The protective component (4) is detachably installed on the upper end of the main platform component (2); The main platform assembly (2) includes multiple main frame beams (201) that are detachably connected to the outer wall of each main column (1) of the tower section. Multiple detachable secondary frame beams (202) are installed between adjacent main frame beams (201). A detachable steel grating plate (203) is installed at the upper end of each secondary frame beam (202).

2. The large-span operating platform of an upper-air meteorological gradient observation tower according to claim 1, characterized in that, The outer wall of the main column (1) of the tower section is provided with a connecting plate (5), and the connecting plate (5) is provided with a plurality of fixing holes (6) for connecting to one end of the main frame beam (201).

3. The large-span operating platform of an upper-air meteorological gradient observation tower according to claim 2, characterized in that, The bottom of the steel grating plate (203) is provided with multiple fixing ear plates (7), and the fixing ear plates (7) are provided with multiple connecting holes (8) for connecting with the upper end of the secondary skeleton beam (202).

4. The large-span operating platform of an upper-air meteorological gradient observation tower according to claim 1, characterized in that, The support component (3) includes: The arc-shaped main rod (301) is connected at both ends to the main column (1) of the tower section and the main frame beam (201) respectively through connectors. The outer wall of the arc-shaped main rod (301) is provided with multiple straight web members (302) and diagonal web members (303). The other ends of the straight web members (302) and the diagonal web members (303) are also connected to the main column (1) of the tower section or the main frame beam (201) through the connectors.

5. The large-span operating platform of an upper-air meteorological gradient observation tower according to claim 4, characterized in that, The connector includes a mounting plate (9) with multiple mounting holes (10) on it.

6. The large-span operating platform of an upper-air meteorological gradient observation tower according to claim 1, characterized in that, The protective component (4) includes: Multiple protective uprights (401) are detachably installed on the outermost secondary frame beam (202), and multiple protective horizontal bars (402) are provided between adjacent protective uprights (401).

7. The large-span operating platform of an upper-air meteorological gradient observation tower according to claim 6, characterized in that, The bottom of the protective pole (401) is provided with a base plate (11), and the base plate (11) has multiple bolt holes (12) for connecting with the outer wall of the secondary frame beam (202).

8. The large-span operating platform of an upper-air meteorological gradient observation tower according to claim 1, characterized in that, Both ends of the secondary skeleton beam (202) are hinged with end connecting plates (13), and the end connecting plates (13) are provided with multiple end connection holes (14) for connecting with the main skeleton beam (201).

9. The large-span operating platform of an upper-air meteorological gradient observation tower according to claim 4, characterized in that, Ribs (15) are provided on the inner sidewall of the main frame beam (201) at the positions corresponding to the arc-shaped main rod (301), the straight web rod (302) and the oblique web rod (303).

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