Reinforced high-strength substation architecture

Abstract

This invention relates to the field of substation facility technology, specifically to a reinforced high-strength substation structure, including a first support column and a guide locking mechanism. A second support column is placed to the left of the first support column. Both the first and second support columns have evenly distributed connecting pipes fixedly connected to their outer surfaces at the center. Adjacent connecting pipes are connected by an adjusting cylinder via a connecting mechanism. Sliding pipes are slidably connected to the left and right ends of the adjusting cylinder. Seismic supports are installed at the lower ends of both the first and second support columns, and bases are installed at the lower ends of the seismic supports. This reinforced high-strength substation structure enables rapid adjustment of the beam length and rapid, stable connection between the beam and the support column, thus meeting different fixing requirements. It effectively improves the installation efficiency of the reinforced high-strength substation structure and enhances its seismic resistance, significantly improving the robustness of the substation structure.

Description

Technical Field

[0001] This invention relates to the field of substation facility technology, specifically to a reinforced high-strength substation architecture. Background Technology

[0002] Substation structures typically use angle steel or steel pipes as tower materials, which have a low wind load coefficient and strong wind resistance. The towers are connected by external flanges, making the bolts less prone to damage under tension and reducing maintenance costs. The performance of the substation structure has a significant impact on the overall production efficiency of the substation. Some existing reinforced high-strength substation structures use a fixed beam length method to connect the vertical support columns, while others use a single bolt connection between the beams and the vertical support columns.

[0003] There are some problems. For example, using a fixed beam length method may limit the range of working environments applicable to the substation structure. Using a single bolt connection between the beam and the vertical support column may affect the robustness and stability of the connection area between the beam and the vertical support column, which may in turn affect the overall installation efficiency of the substation structure. Summary of the Invention

[0004] The technical problem to be solved by the present invention is to overcome the existing defects and provide a reinforced high-strength substation structure that can realize rapid adjustment of the beam length and rapid and stable connection between the beam and the support column, thereby meeting different fixing requirements, effectively improving the installation efficiency of the reinforced high-strength substation structure, and effectively improving the seismic resistance, thus greatly improving the robustness of the substation structure and effectively solving the problems in the background art.

[0005] To achieve the above objectives, the present invention provides the following technical solution: a reinforced high-strength substation structure, including a support column and a guide locking mechanism;

[0006] Support column 2 is placed on the left side of support column 1. Both support column 1 and support column 2 have evenly distributed connecting pipes fixedly connected to the middle of their outer surfaces. Two horizontally adjacent connecting pipes are connected by an adjusting cylinder through a connecting mechanism. The left and right ends of the adjusting cylinder are slidably connected to sliding pipes. Both support column 1 and support column 2 are equipped with seismic bearings at their lower ends, and both seismic bearings are equipped with bases at their lower ends.

[0007] The guide locking mechanism is set between the sliding tube and the adjusting cylinder, which can realize the rapid adjustment of the crossbeam length and the rapid and stable connection between the crossbeam and the support column, thereby meeting different fixing requirements, effectively improving the installation efficiency of the reinforced high-strength substation structure, and effectively improving the seismic resistance, thus greatly improving the robustness of the substation structure.

[0008] Furthermore, the connecting mechanism includes a connecting plate, a notch, a connecting piece one, and a connecting piece two. Each connecting plate is fixedly connected to the opposite ends of the outer surfaces of two laterally adjacent connecting tubes. The middle of each connecting plate is provided with evenly distributed notches. The middle of the connecting plate near the sliding tube end is fixedly connected with evenly distributed connecting pieces one. A connecting hole is provided between connecting pieces one and the connecting plate. Connecting pieces two are evenly fixedly connected to the opposite outer ends of the two sliding tubes. Each connecting piece two is installed in conjunction with the corresponding laterally distributed notch. Each connecting piece two is provided with a positioning hole one inside, which realizes the rapid and stable installation of the sliding tube and the connecting tube, effectively improving the robustness of the connecting unit.

[0009] Furthermore, the connecting mechanism also includes connecting bolts, each of which is threaded between two laterally adjacent connecting holes. The middle part of the connecting bolt passes through a laterally adjacent positioning hole, and a nut is threaded onto the end of the connecting bolt away from the sliding tube, thereby achieving a stable connection between the sliding tube and the laterally adjacent connecting tube.

[0010] Furthermore, the guide locking mechanism includes a guide plate, locking holes, and a sliding plate. The sliding plates are symmetrically fixedly connected to one end of the two sliding tubes near the center of the adjusting cylinder. Both the front and rear ends of the adjusting cylinder are provided with sliding openings. The sliding plates are slidably connected to the longitudinally adjacent sliding openings. The upper and lower ends of the sliding openings are fixedly connected with guide plates. The interior of the guide plates is provided with evenly distributed locking holes, and the interior of the sliding plates is provided with evenly distributed positioning holes, which provide guidance for the lateral sliding of the sliding tubes.

[0011] Furthermore, the guide locking mechanism also includes locking bolts, locking nuts, rectangular grooves, screws, and support blocks. The locking bolts are all inserted between the positioning hole two and the vertically adjacent locking hole. The lower end of each locking bolt is threaded with a locking nut. Each locking bolt has a rectangular groove inside. The middle of each rectangular groove has symmetrically distributed sliding openings. The inside of each sliding opening is slidably connected with a support block. The inside of each rectangular groove is slidably connected with a sliding block. The screws are rotatably connected to the inside of the rectangular grooves. The middle of each sliding block is threadedly connected to the middle of the vertically adjacent screw. The upper end of each screw is fixedly connected with a drive block to achieve position locking of the sliding tube.

[0012] Furthermore, the upper ends of both support column one and support column two are fixedly connected to connecting plates, and the upper ends of both connecting plates are connected to the same support plate by bolt two. The lower ends of bolt two are threaded with nuts two. The upper ends of the support plate are fixedly connected to symmetrically distributed support columns three, and the upper ends of each support column three are fixedly connected to mounting plates. The interior of each mounting plate is provided with evenly distributed mounting holes one, which facilitates the installation of the power equipment.

[0013] Furthermore, it also includes a reinforcing frame, which is fixedly connected between two support columns. The lower end of the reinforcing frame is fixedly connected to the upper end of the support plate, effectively ensuring the robustness of the overall structure.

[0014] Furthermore, the lower ends of the seismic bearings are all connected to the upper ends of the vertically adjacent bases by evenly distributed bolts. The lower ends of support columns one and two are also threadedly connected to the vertically adjacent seismic bearings by evenly distributed bolts. The end of each bolt away from the vertically adjacent seismic bearing is threaded with a nut, thereby achieving the stability of the seismic bearings, bases, and support columns, and thus effectively improving the seismic resistance of the overall structure.

[0015] Furthermore, the lower end of each base is provided with evenly distributed mounting holes, and the lower surface of each base is fixedly connected with evenly distributed gripping ribs, which realizes stable installation of the structure and effectively improves the grip of the structure.

[0016] Compared with the prior art, the beneficial effects of the present invention are:

[0017] 1. The operator slides the sliding tube, causing the two evenly distributed connecting pieces at the end of the sliding tube away from the adjusting cylinder to be inserted into the interior of the connecting plate through corresponding transverse notches. Simultaneously, the sliding tube slides laterally inside the adjusting cylinder, causing two vertically adjacent sliding plates to slide laterally within their vertically adjacent sliding openings, providing guidance for the sliding tube's movement. Once the two evenly distributed connecting pieces are all slid into the corresponding connecting plate, the operator sequentially inserts the locking bolts between the positioning hole two and the vertically adjacent locking holes. Then, the locking nuts are threaded onto the lower end of the locking bolts, thus locking the relative position of the sliding tube and the adjusting cylinder. The operator then sequentially rotates the drive block, causing the vertical... When adjacent screws rotate, the vertically adjacent sliding blocks slide downwards inside the rectangular groove. During the downward sliding process, the two longitudinally adjacent support blocks push each other to slide away from the screw center inside their corresponding sliding openings. The opposing ends of the two longitudinally adjacent support blocks contact the inner wall of the second positioning hole, increasing the stability of the connection between the sliding tube and the adjusting cylinder, effectively ensuring the robustness of the connection, and enabling rapid adjustment of the beam length. This allows for different fixing requirements to be met, greatly expanding the installation application range of the reinforced high-strength substation structure, effectively improving the installation efficiency of the reinforced high-strength substation structure, and significantly enhancing the robustness of the substation structure.

[0018] 2. Personnel slide the sliding tube, causing the two evenly distributed connecting pieces at the end of the sliding tube away from the adjusting cylinder to be inserted into the interior of the connecting plate through corresponding transverse notches. Then, the adjusting cylinder is rotated, causing the two sliding tubes to rotate. The rotation of the sliding tubes causes the evenly distributed connecting pieces to rotate within the transversely adjacent connecting plates. When the connecting pieces rotate to the specified position, the connecting bolts are sequentially threaded into the positioning hole one and the transversely adjacent connecting hole. Then, the nuts are sequentially threaded into the end of the connecting bolts away from the adjusting cylinder, thereby achieving a stable connection between the sliding tube and the transversely adjacent connecting tube, and thus achieving a stable transverse connection between support column one and support column two. During the use of the substation structure, the seismic bearing can effectively absorb the energy of earthquakes or vibrations, reduce the vibration amplitude of the structure, and thus effectively improve the seismic resistance of the substation structure. It can achieve a rapid and stable connection between the beams and the vertical support columns, effectively improving the installation efficiency of the reinforced high-strength substation structure, thereby effectively improving the robustness of the substation structure and the seismic effect, greatly enhancing the robustness of the substation structure. Attached Figure Description

[0019] Figure 1 This is a schematic diagram of the structure of the present invention;

[0020] Figure 2 This is a schematic cross-sectional view of the internal structure of the present invention;

[0021] Figure 3 This is an enlarged structural diagram of point A in the present invention;

[0022] Figure 4 This is an enlarged structural diagram of section B of the present invention;

[0023] Figure 5 This is an enlarged structural diagram of point C in the present invention;

[0024] Figure 6 This is an exploded structural diagram of the connecting mechanism of the present invention;

[0025] Figure 7 This is an enlarged structural diagram of point D in the present invention.

[0026] In the diagram: 1 Support column one, 2 Support column two, 3 Adjusting cylinder, 4 Sliding tube, 5 Connecting mechanism, 51 Connecting plate, 52 Notch, 53 Connecting piece one, 54 Connecting piece two, 55 Connecting bolt, 6 Guide locking mechanism, 61 Guide plate, 62 Locking hole, 63 Sliding plate, 64 Locking bolt, 65 Locking nut, 66 Rectangular groove, 67 Screw, 68 Support block, 7 Connecting tube, 8 Connecting plate, 9 Support plate, 10 Support column three, 11 Mounting plate, 12 Seismic support, 13 Base, 14 Bolt one, 15 Bolt two, 16 Reinforcing frame. Detailed Implementation

[0027] 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.

[0028] Please see Figure 1-7 This embodiment provides a reinforced high-strength substation architecture, including a support column 1 and a guide locking mechanism 6.

[0029] Support column 1 is placed on the left side of support column 2. Both support column 1 and support column 2 have evenly distributed connecting pipes 7 fixedly connected to the middle of their outer surfaces. Two horizontally adjacent connecting pipes 7 are connected by an adjusting cylinder 3 through a connecting mechanism 5. The left and right ends of the adjusting cylinder 3 are slidably connected to sliding pipes 4. Both support column 1 and support column 2 are provided with seismic bearings 12 at their lower ends. Both seismic bearings 12 are provided with bases 13 at their lower ends. The lower ends of seismic bearings 12 are connected to the upper ends of vertically adjacent bases 13 by evenly distributed bolts 14. The lower ends of support column 1 and support column 2 are also threadedly connected to vertically adjacent seismic bearings 12 by evenly distributed bolts 14. The end of bolt 14 away from vertically adjacent seismic bearings 12 is threadedly connected with a nut 1. Both bases 13 have evenly distributed mounting holes 2 at their lower ends. Both bases 13 have evenly distributed gripping ribs fixedly connected to their lower surfaces.

[0030] The guide locking mechanism 6 is respectively disposed between the sliding tube 4 and the adjusting cylinder 3. The guide locking mechanism 6 includes a guide plate 61, locking holes 62, and a sliding plate 63. The sliding plates 63 are symmetrically fixedly connected to one end of each of the two sliding tubes 4 near the center of the adjusting cylinder 3. Both the front and rear ends of the adjusting cylinder 3 are provided with sliding openings. The sliding plates 63 are slidably connected to the longitudinally adjacent sliding openings. The upper and lower ends of the sliding openings are fixedly connected to the guide plates 61. The interior of each guide plate 61 is provided with evenly distributed locking holes 62. The interior of each sliding plate 63 is provided with evenly distributed positioning holes 62. 6 also includes locking bolts 64, locking nuts 65, rectangular grooves 66, screws 67, and support blocks 68. Each locking bolt 64 is inserted between the positioning hole 2 and the vertically adjacent locking hole 62. The lower end of each locking bolt 64 is threaded with a locking nut 65. Each locking bolt 64 has a rectangular groove 66 inside, and symmetrically distributed sliding openings are provided in the middle of each rectangular groove 66. Support blocks 68 are slidably connected inside each sliding opening. Sliding blocks are slidably connected inside each rectangular groove 66. Screws 67 are rotatably connected inside the rectangular grooves 66. The middle of each sliding block is connected to the vertical... The screws 67 are threaded to the middle of adjacent screws 67. A drive block is fixedly connected to the upper end of each screw 67. The sliding tube 4 slides laterally inside the adjusting cylinder 3, causing two longitudinally adjacent sliding plates 63 to slide laterally within their vertically adjacent sliding openings, providing guidance for the sliding of the sliding tube 4. The evenly distributed connecting pieces 54 slide into the corresponding connecting discs 51. Locking bolts 64 are then inserted sequentially between the positioning hole 2 and the vertically adjacent locking hole 62. Finally, locking nuts 65 are threaded to the lower end of the locking bolts 64. The relative positions of the sliding tube 4 and the adjusting cylinder 3 are locked. Then, the driving block is rotated in sequence. The rotation of the driving block drives the vertically adjacent screw 67 to rotate. The rotation of the screw 67 causes the vertically adjacent sliding block to slide downward inside the rectangular groove 66. During the downward sliding process, the sliding block pushes the two vertically adjacent support blocks 68 to slide away from the center of the screw 67 inside the corresponding sliding opening. The opposite ends of the two vertically adjacent support blocks 68 contact the inner wall of the positioning hole 2, which increases the stability of the connection between the sliding tube 4 and the adjusting cylinder 3 and effectively ensures the firmness of the connection.

[0031] The connecting mechanism 5 includes a connecting plate 51, a notch 52, a first connecting piece 53, and a second connecting piece 54. Each connecting plate 51 is fixedly connected to the opposite ends of the outer surfaces of two laterally adjacent connecting pipes 7. The middle of each connecting plate 51 is provided with evenly distributed notches 52. A first connecting piece 53 is fixedly connected to the middle of the connecting plate 51 near the sliding pipe 4. A connecting hole is provided between the first connecting piece 53 and the connecting plate 51. The second connecting piece 54 is evenly fixedly connected to the opposite outer ends of the two sliding pipes 4. Each second connecting piece 54 is fitted with a corresponding laterally distributed notch 52. Each second connecting piece 54 has a positioning hole 1 inside. The connecting mechanism 5 also includes connecting bolts 55, each threaded between two laterally adjacent connecting holes. The middle of each connecting bolt 55 passes through the adjacent laterally distributed positioning hole 54. In the first positioning hole, the end of the connecting bolt 55 away from the sliding tube 4 is threaded with a nut. The sliding tube 4 is slid, so that the connecting pieces 54, which are evenly distributed at the end of the sliding tube 4 away from the adjusting cylinder 3, are inserted into the interior of the connecting plate 51 through the corresponding transverse notches 52. Then, the adjusting cylinder 3 is rotated, which drives the two sliding tubes 4 to rotate. The rotation of the sliding tubes 4 causes the evenly distributed connecting pieces 54 to rotate inside the transversely adjacent connecting plates 51. When the connecting pieces 54 rotate to the specified position, the connecting bolt 55 is threaded between the first positioning hole and the transversely adjacent connecting hole in sequence. Then, the nut is threaded to the end of the connecting bolt 55 away from the adjusting cylinder 3 in sequence, thereby realizing the stable connection between the sliding tube 4 and the transversely adjacent connecting tube 7, and thus realizing the transversely stable connection between the first support column 1 and the second support column 2.

[0032] The upper ends of support column 1 and support column 2 are fixedly connected to connecting plates 8. The upper ends of the two connecting plates 8 are connected to the same support plate 9 by bolts 2 15. The lower ends of bolts 2 15 are threaded with nuts 2. The upper ends of support plate 9 are fixedly connected to symmetrically distributed support columns 3 10. The upper ends of support columns 3 10 are fixedly connected to mounting plates 11. The interior of mounting plates 11 is provided with evenly distributed mounting holes 1.

[0033] It also includes a reinforcing frame 16, which is fixedly connected between two support columns 10, and the lower end of the reinforcing frame 16 is fixedly connected to the upper end of the support plate 9.

[0034] The working principle of the reinforced high-strength substation architecture provided by this invention is as follows:

[0035] During operation, personnel first use mounting bolts to stably connect the evenly distributed mounting holes 2 at the lower end of the base 13 to the threaded holes in the horizontal working area. Simultaneously, the gripping ribs are stably inserted into the working area, thus achieving stable installation of support column 1, support column 2, and other mechanisms. After stable installation, personnel slide the sliding tube 4, causing the evenly distributed connecting pieces 54 at the end of the sliding tube 4 away from the adjusting cylinder 3 to be inserted into the connecting plate 51 through corresponding transverse notches 52. Simultaneously, the sliding tube 4 slides laterally inside the adjusting cylinder 3, causing the two longitudinally adjacent sliding plates 63 to slide laterally within their vertically adjacent sliding openings, providing guidance for the sliding of the sliding tube 4. The function is as follows: the connecting pieces 54, evenly distributed, slide into the corresponding connecting discs 51. Personnel then insert locking bolts 64 between the positioning hole 2 and the vertically adjacent locking hole 62. Next, locking nuts 65 are threaded onto the lower ends of the locking bolts 64, thus locking the relative positions of the sliding tube 4 and the adjusting cylinder 3. Then, personnel rotate the drive block, which rotates the vertically adjacent screw 67. The rotation of the screw 67 causes the vertically adjacent sliding blocks to slide downwards inside the rectangular groove 66. During this downward sliding, the inclined surfaces press against the sliding blocks, pushing the two vertically adjacent support blocks 68 away from the screw 68 within their corresponding sliding openings. The sliding tube 4 slides in the direction of the center, and the opposing ends of the two longitudinally adjacent support blocks 68 contact the inner wall of the second positioning hole, increasing the stability of the connection between the sliding tube 4 and the adjusting cylinder 3 and effectively ensuring the firmness of the connection. Then, the operator rotates the adjusting cylinder 3, which drives the two sliding tubes 4 to rotate. The rotation of the sliding tubes 4 causes the evenly distributed connecting pieces 54 to rotate inside the laterally adjacent connecting discs 51. When the connecting pieces 54 rotate to the specified position, the operator sequentially threads the connecting bolts 55 between the first positioning hole and the laterally adjacent connecting holes. Then, the nut is sequentially threaded to the end of the connecting bolt 55 away from the adjusting cylinder 3, thereby realizing the connection between the sliding tube 4 and the adjusting cylinder 3. The adjacent horizontal connecting pipes 7 are stably connected, thereby achieving a stable horizontal connection between support column 1 and support column 2. Then, personnel use bolts 2 15 to stably connect the support plate 9 to the connecting plate 8 at the upper end of support column 1 and support column 2. Then, nuts 2 are stably connected to the lower end of bolts 2 15. Then, personnel use installation bolts 2 to stably connect the substation equipment to the installation plate 11, thereby achieving stable installation of the substation equipment. During the use of the substation structure, the seismic support 12 can effectively absorb the energy of earthquakes or vibrations, reduce the vibration amplitude of the structure, and thus effectively improve the seismic resistance of the substation structure, thereby effectively improving the robustness of the substation structure.

[0036] The above description is merely an embodiment of the present invention and does not limit the patent scope of the present invention. Any equivalent structural or procedural transformations made based on the content of the present invention specification and drawings, or direct or indirect applications in other related technical fields, are similarly included within the patent protection scope of the present invention.

Claims

1. A reinforced high-strength substation architecture, characterized in that: It includes a support column (1) and a guide locking mechanism (6); Support column 1 (1) is placed on the left side of support column 2 (2). Support column 1 (1) and support column 2 (2) are fixedly connected to the middle of the outer surface of both support column 1 (1) and support column 2 (2) with evenly distributed connecting pipes (7). The two horizontally adjacent connecting pipes (7) are connected to the adjusting cylinder (3) through the connecting mechanism (5). The left and right ends of the adjusting cylinder (3) are slidably connected to the sliding pipe (4). The lower ends of support column 1 (1) and support column 2 (2) are provided with seismic bearings (12). The lower ends of seismic bearings (12) are provided with bases (13). The guide locking mechanism (6) is located between the sliding tube (4) and the adjusting cylinder (3); The connecting mechanism (5) includes a connecting plate (51), a notch (52), a connecting piece one (53), and a connecting piece two (54). The connecting plate (51) is fixedly connected to the opposite ends of the outer surfaces of two horizontally adjacent connecting tubes (7). The middle of the connecting plate (51) is provided with evenly distributed notches (52). The middle of the connecting plate (51) near the sliding tube (4) is fixedly connected with evenly distributed connecting pieces one (53). There are connecting holes between the connecting pieces one (53) and the connecting plate (51). The connecting pieces two (54) are evenly fixedly connected to the opposite outer ends of the two sliding tubes (4). The connecting pieces two (54) are all installed in conjunction with the corresponding horizontal notches (52). The interior of the connecting pieces two (54) is provided with positioning holes one.

2. The reinforced high-strength substation architecture according to claim 1, characterized in that: The connecting mechanism (5) also includes connecting bolts (55), each of which is threaded between two adjacent connecting holes in the lateral direction. The middle part of the connecting bolt (55) passes through the adjacent positioning hole in the lateral direction, and the end of the connecting bolt (55) away from the sliding tube (4) is threaded with a nut.

3. The reinforced high-strength substation architecture according to claim 1, characterized in that: The guide locking mechanism (6) includes a guide plate (61), a locking hole (62) and a sliding plate (63). The sliding plate (63) is symmetrically fixedly connected to one end of the two sliding tubes (4) near the center of the adjusting cylinder (3). The front and rear ends of the adjusting cylinder (3) are provided with sliding openings. The sliding plate (63) is slidably connected to the longitudinally adjacent sliding opening. The upper and lower ends of the sliding opening are fixedly connected with guide plates (61). The interior of the guide plate (61) is provided with evenly distributed locking holes (62). The interior of the sliding plate (63) is provided with evenly distributed positioning holes.

4. The reinforced high-strength substation architecture according to claim 3, characterized in that: The guide locking mechanism (6) further includes locking bolts (64), locking nuts (65), rectangular grooves (66), screws (67), and support blocks (68). The locking bolts (64) are all inserted between the positioning hole and the vertically adjacent locking hole (62). The lower end of the locking bolts (64) is threaded with locking nuts (65). The interior of the locking bolts (64) is provided with rectangular grooves (66). The middle part of the rectangular grooves (66) is provided with symmetrically distributed sliding openings. The interior of the sliding openings is slidably connected with support blocks (68). The interior of the rectangular grooves (66) is slidably connected with sliding blocks. The screws (67) are rotatably connected to the interior of the rectangular grooves (66). The middle part of the sliding blocks is threadedly connected to the middle part of the longitudinally adjacent screws (67). The upper end of the screws (67) is fixedly connected with driving blocks.

5. The reinforced high-strength substation architecture according to claim 1, characterized in that: The upper ends of the support column 1 (1) and support column 2 (2) are fixedly connected to the connecting plate (8). The upper ends of the two connecting plates (8) are connected to the same support plate (9) by bolt 2 (15). The lower ends of bolt 2 (15) are threaded with nut 2. The upper end of the support plate (9) is fixedly connected to the symmetrically distributed support column 3 (10). The upper end of the support column 3 (10) is fixedly connected to the mounting plate (11). The mounting plate (11) is provided with uniformly distributed mounting holes 1 inside.

6. The reinforced high-strength substation architecture according to claim 5, characterized in that: It also includes a reinforcing frame (16), which is fixedly connected between two support columns (10), and the lower end of the reinforcing frame (16) is fixedly connected to the upper end of the support plate (9).

7. The reinforced high-strength substation architecture according to claim 1, characterized in that: The lower ends of the seismic bearings (12) are all connected to the upper ends of the vertically adjacent bases (13) by evenly distributed bolts (14). The lower ends of the support columns (1) and (2) are also connected to the vertically adjacent seismic bearings (12) by evenly distributed bolts (14). The end of the bolts (14) away from the vertically adjacent seismic bearings (12) is threaded with a nut.

8. The reinforced high-strength substation architecture according to claim 1, characterized in that: The lower end of each base (13) is provided with uniformly distributed mounting holes, and the lower surface of each base (13) is fixedly connected with uniformly distributed gripping ribs.

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