High-altitude booster station adapts permafrost-resistant wind-resistant fabricated steel structure ALC enclosure integrated system

Abstract

The present application relates to the technical field of building engineering, and especially relates to a high-altitude booster station adaptive permafrost wind-resistant assembled steel structure ALC enclosure integrated system, which comprises a wallboard, a bearing column, a fixed frame, a movable frame, a steel beam and a node connecting assembly. The bottom of the bearing column is provided with a hinged support, and the fixed frame is sleeved on the bearing column and is provided with a moving port. The movable frame is movably limited in the moving port. The two ends of the steel beam are connected to the bearing column or are limited in the movable frame, the node connecting assembly is installed on the steel beam, and the wallboard is connected or the wallboard and the movable frame are connected, wherein the caliber of the movable frame gradually decreases along the direction close to the bearing column, and moving the movable frame on the steel beam close to the node connecting assembly can clamp the steel beam on the bearing column. The wallboard is connected on the steel beam and the bearing column through the node connecting assembly, the node connecting assembly is adjusted so that the movable frame can fill the gap between the steel beam and the moving port, so that the connection of the steel beam and the bearing column is more stable, and the system can adapt to extreme environments.

Description

Technical Field

[0001] This invention relates to the field of building engineering technology, and in particular to an integrated prefabricated steel structure ALC enclosure system adapted for high-altitude substations and resistant to strong winds in frozen soil. Background Technology

[0002] With the rapid development of the new energy industry on plateaus, high-altitude booster stations, as core hubs for the transmission of wind and solar power, are being built extensively in plateau regions with widespread permafrost and extreme climate conditions. These sites typically face multiple harsh operating conditions, including seasonal permafrost thawing and settlement, extreme pulsating winds of up to 40 m / s, diurnal temperature variations of 35–40°C, continuous high-intensity ultraviolet radiation, and extremely short effective construction windows throughout the year. Currently, the mainstream enclosure scheme for booster stations is a combination of prefabricated steel structures and ALC (autoclaved lightweight concrete) wall panels. This combination offers advantages such as light weight, fire resistance, thermal insulation, and high foundation assembly efficiency. It has been successfully implemented in plains and low-altitude temperate areas, gradually replacing traditional cast-in-place wall structures.

[0003] However, conventional steel structure ALC enclosure systems are only designed for ordinary flatland climates. When directly applied to high-altitude permafrost substations, they suffer from multiple structural, durability, and construction adaptability shortcomings, making them unsuitable for the complex and extreme environments of high-altitude regions. An integrated prefabricated steel structure enclosure system is disclosed in Chinese Patent Publication No. CN119640988A. The integrated prefabricated steel structure enclosure system includes a steel main structure and surrounding panels located on the inner and outer sides of the main structure. An outer decorative panel is attached to the surface of the outer panel on the outer side of the main structure. A buffer layer is bonded to the surface of the inner panel on the inner side of the main structure. An inner decorative panel is located on the side of the buffer layer away from the main structure. Two sets of rod-shaped fasteners penetrate the two panels and are fixed to one side of the inner wall of each panel. Two sets of sleeve-shaped fasteners penetrate the two panels and are fixed to the other side of the inner wall of each panel. The surrounding panels serve as the mounting carrier for the outer and inner decorative panels. The buffer layer ensures sufficient space for movement between the inner panel and the surrounding panels. Fasteners 1 and 2 work together to restrain the inner and outer panels to the main structure and are secured by fastening components. However, the locking structure of the inner and outer panels is prone to disengagement under extreme conditions such as strong winds, resulting in poor reliability.

[0004] Therefore, to address the aforementioned technical issues, it is necessary to provide an integrated prefabricated steel structure ALC enclosure system adapted for high-altitude substations and resistant to strong winds in permafrost. Summary of the Invention

[0005] The purpose of this invention is to provide an integrated prefabricated steel structure ALC enclosure system adapted for high-altitude substations and resistant to strong winds in permafrost, which can solve the problem of poor adaptability of existing prefabricated enclosure structures in extreme environments such as high altitude and strong winds.

[0006] The high-altitude booster station compatible with permafrost and strong wind-resistant prefabricated steel structure ALC enclosure integrated system provided in this application adopts the following technical solution: The high-altitude booster station is compatible with a prefabricated steel structure ALC enclosure system for permafrost and strong wind resistance, including: Wall panels; A load-bearing column, wherein a hinged support is provided at the bottom of the load-bearing column; A fixed frame is fitted onto the supporting column and is provided with a movable opening; The movable frame is restricted to movement within the movable opening; The steel beam is connected at both ends to the supporting column or confined at both ends within the movable frame; A node connection assembly is installed on the steel beam to connect the wall panel or to connect the wall panel and the movable frame; The diameter of the movable frame gradually decreases along the direction close to the bearing column. Moving the movable frame on the steel beam to bring it close to the node connection assembly can clamp the steel beam onto the bearing column.

[0007] According to one embodiment of the present invention, the wall panel includes, from top to bottom, a top wall panel, a middle wall panel, and a bottom wall panel.

[0008] According to one embodiment of the present invention, the two ends of the steel beam are respectively welded to the two bearing columns and can be connected to the bottom wall panel through the node connection assembly; or the two ends of the steel beam are restricted within the movable frame and connected to the middle wall panel or the top wall panel through the node connection assembly.

[0009] According to one embodiment of the present invention, the node connection assembly includes a first connector, a second connector, and a third connector. The steel beam, the movable frame, and the top wall panel are connected by the first connector; the two middle wall panels, the bottom wall panel and the lowest middle wall panel, and the uppermost middle wall panel and the top wall panel are connected to the steel beam and the movable frame by the second connector; and the bottom wall panel and the steel beam are connected by the third connector.

[0010] According to one embodiment of the present invention, the first connecting member includes a first connecting plate, a first base plate, a first connecting seat, a first connecting rod, and a first adjusting rod. One end of the first connecting plate is snapped onto the top surface of the top wall panel, the first base plate is connected to the bottom surface of the steel beam, the first connecting seat connects the first connecting plate and the first base plate, one end of the first connecting rod is horizontally connected to the movable frame and the other end is horizontally connected to the first connecting seat, and adjacent first connecting seats are connected by the first adjusting rod.

[0011] According to one embodiment of the present invention, the first connecting plate is provided with a first vertical elongated hole and a first threaded post, the first base plate is provided with a first adjusting post, the first connecting seat is provided with a first strip-shaped hole corresponding to the first vertical elongated hole, the first connecting seat is provided with a first transverse elongated hole corresponding to the first adjusting post, the first threaded post passes through the first strip-shaped hole and is connected to the first connecting seat, and the expansion bolt passes through the first strip-shaped hole and the first vertical elongated hole and is connected to the top wall panel.

[0012] According to one embodiment of the present invention, the second connecting member includes a second connecting plate, a second base plate, a second connecting seat, a second connecting rod, and a second adjusting rod. The second connecting plate connects the bottom wall panel and the bottommost middle wall panel, two adjacent middle wall panels, and the topmost middle wall panel and the top wall panel. The second base plate is welded to the top surface of the steel beam. The second connecting seat connects the second connecting plate and the second base plate. The movable frame is connected to the second connecting seat via the second connecting rod. Two adjacent second connecting seats are connected via the second adjusting rod.

[0013] According to one embodiment of the present invention, a second vertical elongated hole and a second threaded post are provided on the second connecting plate, a second adjusting post is vertically provided on the second base plate, a second strip-shaped hole corresponding to the second vertical elongated hole is provided on the second connecting seat, a second transverse elongated hole corresponding to the second adjusting post is provided on the second connecting seat, the second threaded post passes through the second strip-shaped hole and is connected to the second connecting seat, and an expansion bolt passes through the second strip-shaped hole and the second vertical elongated hole and is connected to the bottom wall panel or the middle wall panel.

[0014] According to one embodiment of the present invention, the third connector includes a third connecting plate, a third base plate, and a third connecting seat. One end of the third connecting plate supports the bottom surface of the bottom wall panel, the third base plate is fixed to the top surface of the steel beam, and the third connecting seat is used to connect the third connecting plate and the third connecting seat.

[0015] According to one embodiment of the present invention, the third connecting plate is provided with a third vertical elongated hole and a third threaded post, the third base plate is provided with a third adjusting post vertically, the third connecting seat is provided with a third strip-shaped hole corresponding to the third vertical elongated hole, the third connecting seat is provided with a third transverse elongated hole corresponding to the third adjusting post, the third threaded post passes through the third strip-shaped hole and is connected to the third connecting seat, the third adjusting hole passes through the third transverse elongated hole and is connected to the third connecting seat, and the expansion bolt passes through the third strip-shaped hole and the third vertical elongated hole and is connected to the bottom wall panel.

[0016] Compared with existing technologies, the high-altitude booster station adapted to permafrost and strong wind-resistant prefabricated steel structure ALC enclosure integrated system of the present invention has the following beneficial effects: 1. By setting up multiple sets of node connection components, the wall panels of each layer are connected to the steel beams through node connectors. At the same time, the connection stability between the steel beams and the load-bearing columns can be controlled by controlling the spacing between the node connection components and the moving frame, thus making the device more adaptable to extreme environments such as strong winds.

[0017] 2. Vertical elongated holes are provided on the first connector, the second connector and the third connector respectively. When uneven settlement occurs due to the high-altitude permafrost environment, the wall panel can move in the vertical elongated holes, thereby avoiding problems such as wall panel cracking and detachment caused by uneven settlement.

[0018] 3. Adjacent wall panels are connected by mortise and tenon joints, and multi-layer gradient seals are installed on the outdoor side of the wall panels to increase the thermal insulation performance of the building envelope. Attached Figure Description

[0019] To more clearly illustrate the technical solutions in the embodiments of the present invention or the prior art, the drawings used in the description of the embodiments or the prior art will be briefly introduced below. Obviously, the drawings described below are only some embodiments recorded in the present invention. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.

[0020] Figure 1 This is a schematic diagram of the high-altitude booster station's integrated prefabricated steel structure ALC enclosure system adapted for permafrost and strong winds in this embodiment. Figure 1 .

[0021] Figure 2 This is a schematic diagram of the high-altitude booster station's integrated prefabricated steel structure ALC enclosure system adapted for permafrost and strong winds in this embodiment. Figure 2 .

[0022] Figure 3 This is an exploded structural diagram of the prefabricated steel structure ALC enclosure integrated system adapted to permafrost and strong winds for high-altitude booster stations in this embodiment.

[0023] Figure 4 This is a schematic diagram of the connection between the first connector and the movable frame in this embodiment.

[0024] Figure 5 This is an exploded structural diagram of the connection between the first connector and the movable frame in this embodiment.

[0025] Figure 6 yes Figure 5 Large detail diagram of node A.

[0026] Figure 7 This is a schematic diagram of the connection between the second connector and the movable frame in this embodiment.

[0027] Figure 8 This is an exploded structural diagram of the connection between the second connector and the movable frame in this embodiment.

[0028] Figure 9 yes Figure 8 Large detail diagram of node B.

[0029] Figure 10 This is a schematic diagram of the third connector structure in this embodiment.

[0030] Figure 11 This is an exploded structural diagram of the third connector in this embodiment.

[0031] Figure 12 This is a schematic diagram of the connection structure between the movable frame and the fixed frame in this embodiment.

[0032] Figure 13 This is a schematic diagram of the cross-sectional structure of the movable frame in this embodiment.

[0033] Explanation of reference numerals in the attached figures: 1. Wall panel; 11. Top layer wall panel; 12. Middle layer wall panel; 13. Bottom layer wall panel; 2. Load-bearing column; 3. Fixed frame; 31. Movable opening; 4. Movable frame; 5. Steel beam; 6. Node connection assembly; 61. First connector; 611. First connecting plate; 6111. First vertical elongated hole; 6112. First threaded column; 612. First base plate; 6121. First adjusting column; 613. First connecting seat; 6131. ​​First strip hole; 6132. First transverse elongated hole; 614. First connecting rod; 615. First adjusting rod; 62. Second connector; 621. Second connecting plate; 6211, second vertical elongated hole; 6212, second threaded post; 622, second base plate; 6221, second adjusting post; 623, second connecting seat; 6231, second strip-shaped hole; 6232, second transverse elongated hole; 624, second connecting rod; 625, second adjusting rod; 63, third connecting piece; 631, third connecting plate; 6311, third vertical elongated hole; 6312, third threaded post; 632, third base plate; 6321, third adjusting post; 633, third connecting seat; 6331, third strip-shaped hole; 6332, third transverse elongated hole. Detailed Implementation

[0034] To enable those skilled in the art to better understand the technical solutions of this invention, the technical solutions of the embodiments of this invention will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of this invention, and not all embodiments. Based on the embodiments of this invention, all other embodiments obtained by those skilled in the art without creative effort should fall within the scope of protection of this invention.

[0035] This application discloses an integrated prefabricated steel structure ALC enclosure system adapted for high-altitude booster stations and resistant to strong winds in permafrost.

[0036] like Figures 1-13 As shown, this invention provides an integrated prefabricated steel structure ALC enclosure system adapted for high-altitude substations and resistant to strong winds in permafrost, including wall panels 1, load-bearing columns 2, fixed frames 3, movable frames 4, steel beams 5, and node connection components 6. The load-bearing column 2 has a hinged support at its bottom. The fixed frame 3 is fitted onto the load-bearing column 2 and has a movable opening 31. The movable frame 4 is movable and confined within the movable opening 31. The steel beam 5 is connected at both ends to the load-bearing column 2 or confined at both ends within the movable frame 4. The node connection components 6 are installed on the steel beam 5, connecting the wall panels 1 or connecting the wall panels 1 and the movable frame 4. The diameter of the movable frame 4 gradually decreases towards the load-bearing column 2. Moving the movable frame 4 on the steel beam 5 to approach the node connection components 6 can secure the steel beam 5 to the load-bearing column 2.

[0037] The hinged support at the bottom of the load-bearing column 2 offsets seasonal thaw settlement displacement in the frozen soil through a small deformation redundancy, reducing the cracking and detachment of the ALC wall panel 1 caused by foundation settlement, thus adapting it to high-altitude frozen soil environments. Several fixed frames 3 are welded to the load-bearing column 2 at intervals, and the movable frame 4 is restricted by the movable port 31. When the node connection component 6 is adjusted, the movable frame 4 can move along the outer wall of the end of the steel beam 5 within the movable port 31, allowing the movable frame 4 to fill the gap between the steel beam 5 and the movable port 31. This makes the connection between the steel beam 5 and the load-bearing column 2 more stable and better able to resist strong wind environments.

[0038] It should be noted that the wall panel 1, as the external enclosure structure, is connected to the steel frame structure formed by the steel beam 5 and the load-bearing column 2 through the node connection component 6. Panels can be connected to the steel beam 5 and the load-bearing column 2 near the indoor side. There is a cavity between the panel and the wall panel 1. The cavity can be filled with thermal insulation material to increase the thermal insulation performance of the enclosure structure and adapt to the large temperature difference environment in high-altitude areas.

[0039] In this embodiment, as Figures 1-3As shown, wall panel 1 comprises, from top to bottom, a top wall panel 11, a middle wall panel 12, and a bottom wall panel 13. Each wall panel 1 has a corresponding tenon and mortise structure along its edge, allowing adjacent wall panels 1 to interlock. The wall panels 1 are interlocked vertically with interlocking tenons and mortises, and the side edges of adjacent wall panels 1 also have splicing joints, creating a self-locking mechanism between vertically adjacent wall panels 1, thereby increasing the stability of the enclosure structure. The edges connecting wall panels 1 are filled with sealant on the side closest to the outside. The sealant has a three-layer gradient seal: from outside to inside, a surface nano-UV-resistant waterproof coating, a middle layer of low-temperature resistant high-elastic silicone sealant, and an inner high-density thermal insulation foam strip. This prevents water and snow from seeping into the interior. Simultaneously, a high-elastic weather-resistant buffer strip is provided at the connection between wall panel 1 and the supporting column 2, and an arc-shaped edge sealing structure is provided at the edge connecting wall panel 1 and the supporting column 2. The outer wall of the load-bearing column 2 is coated with a triple anti-corrosion coating, including an epoxy zinc-rich primer, an epoxy sealing intermediate layer, and a fluorocarbon topcoat.

[0040] In this embodiment, as Figures 1-3 As shown, the two ends of the steel beam 5 are welded to the two load-bearing columns 2 and can be connected to the bottom wall panel 13 through the node connection component 6; or the two ends of the steel beam 5 are confined within the movable frame 4 and connected to the middle wall panel 12 or the top wall panel 11 through the node connection component 6. The bottom of the bottom steel beam 5 can be connected to the foundation. Preferably, the bottom surface of the steel beam 5 is not fixedly connected to the foundation, so that the steel beam 5 and the load-bearing columns 2 form an independent frame system. When uneven settlement occurs on the bottom surface, the frame system formed by the steel beam 5 and the load-bearing columns 2 is less affected.

[0041] Furthermore, such as Figure 3 As shown, the node connection component 6 includes a first connector 61, a second connector 62, and a third connector 63. The steel beam 5, the movable frame 4, and the top wall panel 11 are connected via the first connector 61; the two middle wall panels 12, the bottom wall panel 13, and the bottommost middle wall panel 12, as well as the topmost middle wall panel 12, are connected to the steel beam 5 and the movable frame 4 via the second connector 62; and the bottom wall panel 13 and the steel beam 5 are connected via the third connector 63. The node connection component 6 is divided into three types, each adapted to the connection between different wall panels 1 and steel beams 5. The various types of node connection components 6 cooperate and work together to form a system solution.

[0042] In this embodiment, the first connecting member 61 includes a first connecting plate 611, a first base plate 612, a first connecting seat 613, a first connecting rod 614, and a first adjusting rod 615. One end of the first connecting plate 611 is snapped onto the top surface of the top wall panel 11, the first base plate 612 is connected to the bottom surface of the steel beam 5, the first connecting seat 613 connects the first connecting plate 611 and the first base plate 612, one end of the first connecting rod 614 is horizontally connected to the movable frame 4 and the other end is horizontally connected to the first connecting seat 613, and adjacent first connecting seats 613 are connected by the first adjusting rod 615. The first connecting plate 611 has a first vertical elongated hole 611 and a first threaded post 6112. A first adjusting post 612 is vertically arranged on the first base plate 612. A first connecting seat 613 has a first strip-shaped hole 613 corresponding to the first vertical elongated hole 611 and a first horizontal elongated hole 6132 corresponding to the first adjusting post 612. The first threaded post 6112 passes through the first strip-shaped hole 613 and connects to the first connecting seat 613. An expansion bolt passes through the first strip-shaped hole 613 and the first vertical elongated hole 611 and connects to the top wall panel 11. Figures 4-6 As shown, the first connecting plate 611 can be fastened to the upper edge of the top wall panel 11. The first connecting seat 613 connects the first connecting plate 611 and the first base plate 612. The first connecting rod 614 is used to adjust the distance between the moving frame 4 and the first connecting seat 613, so that the moving frame 4 can hug the edge of the steel beam 5, thereby making the connection between the steel beam 5 and the bearing column 2 more stable. The first adjusting column 612 is used to adjust the distance between two adjacent first connecting seats 613. After fixing the position of each first connecting piece 61, the first connecting seat 613 and the first connecting plate 611 are connected to the top panel by expansion bolts, thereby completing the connection between the top wall panel 11 and the steel beam 5.

[0043] In this embodiment, the second connecting member 62 includes a second connecting plate 621, a second base plate 622, a second connecting seat 623, a second connecting rod 624, and a second adjusting rod 625. The second connecting plate 621 connects the bottom wall panel 13 to the bottom middle wall panel 12, two adjacent middle wall panels 12, and the top middle wall panel 12 to the top wall panel 11. The second base plate 622 is welded to the top surface of the steel beam 5. The second connecting seat 623 connects the second connecting plate 621 and the second base plate 622. The moving frame 4 is connected to the second connecting seat 623 through the second connecting rod 624. Two adjacent second connecting seats 623 are connected through the second adjusting rod 625. The second connecting plate 621 has a second vertical elongated hole 6211 and a second threaded post 6212. The second base plate 622 has a vertically arranged second adjusting post 6221. The second connecting seat 623 has a second strip-shaped hole 6231 corresponding to the second vertical elongated hole 6211 and a second horizontal elongated hole 6232 corresponding to the second adjusting post 6221. The second threaded post 6212 passes through the second strip-shaped hole 6231 and connects to the second connecting seat 623. An expansion bolt passes through the second strip-shaped hole 6231 and the second vertical elongated hole 6211 and connects to the bottom wall panel 13 or the middle wall panel 12. Figures 7-9 As shown, the snap-fit ​​plate extending from the second connecting plate 621 snaps onto the upper edge of the middle wall panel 12, and the second connecting plate 621 can fit the tenon on the upper edge of the middle wall panel 12. The second connecting seat 623 connects the second connecting plate 621 and the second base plate 622, and the second connecting seat 623 and the second connecting plate 621 cooperate to surround the steel beam 5. Similarly, each second connecting seat 623 is pre-installed, and the wall panel 1 is connected by expansion bolts after adjusting the positions of the second connecting rod 624 and the second adjusting rod 625.

[0044] In this embodiment, the third connector 63 includes a third connecting plate 631, a third base plate 632, and a third connecting seat 633. One end of the third connecting plate 631 supports the bottom surface of the bottom wall panel 13, the third base plate 632 is fixed to the top surface of the steel beam 5, and the third connecting seat 633 is used to connect the third connecting plate 631 and the third connecting seat 633. The third connecting plate 631 is provided with a third vertical elongated hole 6311 and a third threaded post 6312. A third adjusting post 6321 is vertically provided on the third base plate 632. A third connecting seat 633 is provided with a third strip-shaped hole 6331 corresponding to the third vertical elongated hole 6311, and a third horizontal elongated hole 6332 corresponding to the third adjusting post 6321. The third threaded post 6312 passes through the third strip-shaped hole 6331 and connects to the third connecting seat 633. The third adjusting hole passes through the third horizontal elongated hole 6332 and connects to the third connecting seat 633. An expansion bolt passes through the third strip-shaped hole 6331 and the third vertical elongated hole 6311 and connects to the bottom wall panel 13. Figures 10-11As shown, the third connecting plate 631 can be supported on the bottom surface of the bottom wall panel 13, and the expansion bolts pass through the third connecting seat 633 and are connected to the third connecting plate 631 on the bottom wall panel 13.

[0045] The structures of the movable frame 4 and the fixed frame 3 are as follows: Figures 12-13 As shown, preferably, the friction between the two ends of the steel beam 5 and the movable frame 4 is small, which facilitates the movement of the movable frame 4 at the ends of the steel beam 5.

[0046] The first adjusting rod 615 includes two sets of support rods and a rotating component. The support rods are respectively connected to the first connecting seat 613, and the two ends of the rotating component are respectively connected to the two support rods. Rotating the rotating component can control the two support rods to move closer or further apart.

[0047] It should be noted that the first connector 61, the second connector 62, and the third connector 63 are arranged vertically in sequence, and the wall panel 1 is locked to the connecting components 6 at each node by expansion bolts. When one of the wall panels 1 settles, the expansion bolts connected to the wall panel 1 can move in the vertical elongated holes and strip holes. This prevents the clamping plates extending from the first connecting plate 611, the second connecting plate 621, and the third connecting plate 631, which are attached to the upper or lower edge of the wall panel 1, from extending to the outside, thereby avoiding the formation of cold bridges.

[0048] The installation method of the prefabricated steel structure ALC enclosure integrated system adapted for permafrost and strong wind resistance in high-altitude substations includes the following steps: Step 1: Set up load-bearing columns 2. The bottom ends of two adjacent load-bearing columns 2 are connected by steel beams 5. Several steel beams 5 at the bottom are connected to form a ground ring beam. Step 2: Weld a fixed frame 3 onto the support column 2, and restrict the movable frame 4 within the movable opening 31, with the movable frame 4 in its initial state closest to the support column 2; Step 3: Insert one end of the steel beam 5 into one of the movable frames 4 and insert the other end into another movable frame 4. Move the movable frames 4 at both ends so that the steel beam 5 is initially fixed on the bearing column 2. Step 4: Weld the first substrate 612, the second substrate 622, or the third substrate 632 to appropriate positions on each steel beam 5 respectively; Step 5: Pre-install a first mounting base on the first substrate 612; pre-install a second mounting base on the second substrate 622; pre-install a third mounting base on the third substrate 632; Step 6: Install the first connecting rod 614 between the first connecting seat 613 and the moving frame 4, and set a high-strength nut on one end of the first connecting rod 614; install the first adjusting rod 615 between two adjacent first connecting seats 613, and rotate the structure on the first adjusting rod 615 to lock the distance between the two adjacent first connecting seats 613. Step 7: Install the second connector 62 and the third connector 63 on the steel beam 5 respectively, corresponding to the first connector 61; Step 8: Assemble the wall panels 1 to form an enclosure system, and tighten the enclosure system on the outdoor side to the load-bearing column 2 and steel beam 5. Then, connect the wall panels 1 with expansion bolts through the first connector 61, the second connector 62, or the third connector 63.

[0049] It will be apparent to those skilled in the art that the present invention is not limited to the details of the exemplary embodiments described above, and that the invention can be implemented in other specific forms without departing from its spirit or essential characteristics. Therefore, the embodiments should be considered in all respects as exemplary and non-limiting, and the scope of the invention is defined by the appended claims rather than the foregoing description. Thus, all variations falling within the meaning and scope of equivalents of the claims are intended to be included within the present invention. No reference numerals in the claims should be construed as limiting the scope of the claims.

[0050] Furthermore, it should be understood that although this specification describes embodiments, not every embodiment contains only one independent technical solution. This narrative style is merely for clarity. Those skilled in the art should consider the specification as a whole, and the technical solutions in each embodiment can also be appropriately combined to form other embodiments that can be understood by those skilled in the art.

Claims

1. A high-altitude booster station compatible with a frozen soil and strong wind-resistant prefabricated steel structure ALC enclosure integrated system, characterized in that... include: Wall panel (1); The supporting column (2) is provided with a hinged support at its bottom; A fixed frame (3) is fitted onto the bearing column (2) and has a movable opening (31). The movable frame (4) is movable and restricted within the movable opening (31); The steel beam (5) is connected at both ends to the bearing column (2) or restricted at both ends within the movable frame (4); The node connection component (6) is installed on the steel beam (5) to connect the wall panel (1) or to connect the wall panel (1) and the movable frame (4). The diameter of the movable frame (4) gradually decreases along the direction close to the bearing column (2). Moving the movable frame (4) on the steel beam (5) so that it is close to the node connection component (6) can clamp the steel beam (5) onto the bearing column (2).

2. The high-altitude booster station adapted to permafrost and strong wind resistant prefabricated steel structure ALC enclosure integrated system as described in claim 1, characterized in that, The wall panel (1) includes, from top to bottom, a top wall panel (11), a middle wall panel (12), and a bottom wall panel (13).

3. The high-altitude booster station adapted to permafrost and strong wind resistant prefabricated steel structure ALC enclosure integrated system as described in claim 2, characterized in that, The two ends of the steel beam (5) are respectively welded to the two bearing columns (2) and can be connected to the bottom wall panel (13) through the node connection component (6); or the two ends of the steel beam (5) are restricted within the movable frame (4) and connected to the middle wall panel (12) or the top wall panel (11) through the node connection component (6).

4. The high-altitude booster station adapted to permafrost and strong wind resistant prefabricated steel structure ALC enclosure integrated system as described in claim 2, characterized in that, The node connection assembly (6) includes a first connector (61), a second connector (62), and a third connector (63). The steel beam (5), the movable frame (4), and the top wall panel (11) are connected by the first connector (61). The two middle wall panels (12), the bottom wall panel (13), the bottom middle wall panel (12), the top middle wall panel (12), the top wall panel (11), the steel beam (5), and the movable frame (4) are connected by the second connector (62). The bottom wall panel (13) and the steel beam (5) are connected by the third connector (63).

5. The high-altitude booster station adapted to permafrost and strong wind resistant prefabricated steel structure ALC enclosure integrated system as described in claim 4, characterized in that, The first connector (61) includes a first connecting plate (611), a first base plate (612), a first connecting seat (613), a first connecting rod (614), and a first adjusting rod (615). One end of the first connecting plate (611) is snapped onto the top surface of the top wall panel (11) (1). The first base plate (612) is connected to the bottom surface of the steel beam (5). The first connecting seat (613) connects the first connecting plate (611) and the first base plate (612). One end of the first connecting rod (614) is horizontally connected to the movable frame (4), and the other end is horizontally connected to the first connecting seat (613). Adjacent first connecting seats (613) are connected by the first adjusting rod (615).

6. The high-altitude booster station adapted to permafrost and strong wind resistant prefabricated steel structure ALC enclosure integrated system according to claim 5, characterized in that, The first connecting plate (611) is provided with a first vertical elongated hole (6111) and a first threaded post (6112). The first base plate (612) is provided with a first adjusting post (6121) vertically. The first connecting seat (613) is provided with a first strip-shaped hole (6131) corresponding to the first vertical elongated hole (6111). The first connecting seat (613) is provided with a first horizontal elongated hole (6132) corresponding to the first adjusting post (6121). The first threaded post (6112) passes through the first strip-shaped hole (6131) and is connected to the first connecting seat (613). The expansion bolt passes through the first strip-shaped hole (6131) and the first vertical elongated hole (6111) and is connected to the top wall panel (11).

7. The high-altitude booster station adapted to permafrost and strong wind resistant prefabricated steel structure ALC enclosure integrated system as described in claim 4, characterized in that, The second connecting member (62) includes a second connecting plate (621), a second base plate (622), a second connecting seat (623), a second connecting rod (624), and a second adjusting rod (625). The second connecting plate (621) connects the bottom wall panel (13) to the bottom middle wall panel (12), two adjacent middle wall panels (12), and the top middle wall panel (12) to the top wall panel (11). The second base plate (622) is welded to the top surface of the steel beam (5). The second connecting seat (623) connects the second connecting plate (621) and the second base plate (622). The moving frame (4) is connected to the second connecting seat (623) through the second connecting rod (624). Two adjacent second connecting seats (623) are connected through the second adjusting rod (625).

8. The high-altitude booster station adapted to permafrost and strong wind resistant prefabricated steel structure ALC enclosure integrated system according to claim 7, characterized in that, The second connecting plate (621) is provided with a second vertical elongated hole (6211) and a second threaded post (6212). The second base plate (622) is provided with a second adjusting post (6221) vertically. The second connecting seat (623) is provided with a second strip-shaped hole (6231) corresponding to the second vertical elongated hole (6211). The second connecting seat (623) is provided with a second horizontal elongated hole (6232) corresponding to the second adjusting post (6221). The second threaded post (6212) passes through the second strip-shaped hole (6231) and is connected to the second connecting seat (623). The expansion bolt passes through the second strip-shaped hole (6231) and the second vertical elongated hole (6211) and is connected to the bottom wall panel (13) or the middle wall panel (12).

9. The high-altitude booster station adapted to permafrost and strong wind resistant prefabricated steel structure ALC enclosure integrated system according to claim 4, characterized in that, The third connector (63) includes a third connecting plate (631), a third base plate (632), and a third connecting seat (633). One end of the third connecting plate (631) supports the bottom surface of the bottom wall panel (13). The third base plate (632) is fixed to the top surface of the steel beam (5). The third connecting seat (633) is used to connect the third connecting plate (631) and the third connecting seat (633).

10. The high-altitude booster station adapted to permafrost and strong wind resistant prefabricated steel structure ALC enclosure integrated system according to claim 9, characterized in that, The third connecting plate (631) is provided with a third vertical elongated hole (6311) and a third threaded post (6312). The third base plate (632) is provided with a third adjusting post (6321) vertically. The third connecting seat (633) is provided with a third strip-shaped hole (6331) corresponding to the third vertical elongated hole (6311). The third connecting seat (633) is provided with a third horizontal elongated hole (6332) corresponding to the third adjusting post (6321). The third threaded post (6312) passes through the third strip-shaped hole (6331) and is connected to the third connecting seat (633). The third adjusting hole passes through the third horizontal elongated hole (6332) and is connected to the third connecting seat (633). The expansion bolt passes through the third strip-shaped hole (6331) and the third vertical elongated hole (6311) and is connected to the bottom wall panel (13).

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