Anti-seismic partition wall for subway station
By introducing transverse, longitudinal, and vertical damping and reinforcement mechanisms into the seismic isolation walls of subway stations, and combining multiple sets of damping components, the problem of traditional seismic isolation walls being unable to dampen vibrations at multiple angles is solved, achieving a more effective seismic resistance effect and improving safety.
Patent Information
- Application Number
- CN202422505927.2
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-10-16
- Publication Date
- 2026-01-09
- Estimated Expiration
- 2034-10-16
AI Technical Summary
Existing seismic isolation walls are unable to effectively reduce seismic waves from multiple angles when faced with the diversity and complexity of seismic waves, resulting in poor seismic reduction performance.
A seismic isolation wall for subway stations was designed, which adopts horizontal, longitudinal and vertical damping mechanisms, combined with reinforcement mechanisms, and absorbs and releases seismic energy through multiple sets of damping springs, dampers and shape memory alloys to achieve multi-angle damping.
It improves the shock absorption effect of the diaphragm body, ensures safety in use, and can effectively absorb and release the impact force of seismic waves from different directions, thus enhancing its seismic performance.
Smart Images
Figure CN223780999U_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The utility model relates to subway construction technical field, concretely is a subway station earthquake resistant partition. BACKGROUND
[0002] The earthquake resistant partition of subway station is an important structural design, its effect is reducing the influence of earthquake on station structure when the earthquake of subway station occurs, protects passenger and facility from being damaged. The earthquake resistant partition generally adopts reinforced concrete structure, in the design of subway station, the earthquake resistant partition is usually arranged at the key position, such as the place such as pedestrian passageway, platform around etc.
[0003] Seismic wave is the elastic wave that propagates in the interior of the earth when the earthquake occurs, it is mainly divided into longitudinal wave and transverse wave, the existing earthquake resistant partition mainly improves its damping and weakens vibration transmission through increasing the quality and rigidity of wall body. However, due to the diversity and complexity of seismic wave, the traditional earthquake resistant partition can not effectively reduce the elastic wave from multiple angles, causes the damping effect of earthquake resistant partition to be poor, therefore, the urgent need designs a subway station earthquake resistant partition to solve the above problems. SUMMARY
[0004] The utility model discloses a subway station earthquake resistant partition to solve the problem that the traditional earthquake resistant partition can not effectively reduce the elastic wave from multiple angles due to the diversity and complexity of seismic wave in the background art.
[0005] To achieve the above object, the utility model provides the following technical scheme: a subway station earthquake resistant partition: including ground and top surface, be provided with the partition body between ground and top surface, the bottom and top of ground are provided with horizontal shock absorbing mechanism, the horizontal shock absorbing mechanism includes the bottom plate, the bottom plate is fixedly connected to the ground bottom, the lower surface of bottom plate is fixedly connected with moving plate, the lower surface of moving plate is fixedly connected with sliding block, the surface of ground is fixedly connected with guide rail, the sliding block slides on the surface of guide rail, the surface of ground is fixedly connected with first shock absorbing spring, the end fixedly connected in moving plate away from ground of first shock absorbing spring, the surface of ground is fixedly connected with first damper, the telescopic end of first damper is fixedly connected on the surface of moving plate, the surface of partition body is provided with first longitudinal shock absorbing mechanism, the surface of partition body is provided with vertical shock absorbing mechanism, the surface of partition body is provided with second longitudinal shock absorbing mechanism, the ground and partition body are provided with reinforcing mechanism between, the ground and top surface are also provided with reinforcing mechanism between.
[0006] Preferably, the first longitudinal damping mechanism comprises a first damping chamber arranged inside the partition body, a fixed rod is fixedly connected to the first damping chamber, a rotating ring is rotatably connected to the surface of the fixed rod, a connecting rod is fixedly connected to the surface of the rotating ring, a damping block is fixedly connected to the surface of the connecting rod, a support block is fixedly connected to the first damping chamber, a limiting rod is fixedly connected to the support block, and a protective steel plate is fixedly connected to the first damping chamber.
[0007] Preferably, the vertical damping mechanism comprises a second damping chamber arranged inside the ground, a first memory alloy is fixedly connected to the second damping chamber, a lifting block is fixedly connected to the first memory alloy, a guide rod is fixedly connected to the second damping chamber, the lifting block is slidably connected to the guide rod, a second damping spring is fixedly connected to the second damping chamber, one end of the second damping spring away from the second damping chamber is fixedly connected to the lifting block, and a second damper is fixedly connected to the second damping chamber.
[0008] Preferably, the second longitudinal damping mechanism comprises a third damping chamber arranged inside the partition body, a moving block is slidably connected to the third damping chamber, a second memory alloy is fixedly connected to the surface of the moving block, a third damper is fixedly connected to the third damping chamber, and the telescopic end of the third damper is fixedly connected to the moving block.
[0009] Preferably, the reinforcing mechanism comprises a connecting block fixedly connected to the surface of the partition body, a reinforcing frame is inserted into the surface of the connecting block, a clamping block is fixedly connected to one end of the reinforcing frame away from the connecting block, a mounting block is pre-buried in the surface of the ground, and the clamping block is inserted into the surface of the third damper.
[0010] Preferably, a “T”-shaped groove is formed in the surface of the ground, the moving plate slides on the guide rail through a sliding block, the moving plate slides on the groove of the ground, the partition body is driven by the bottom plate to slide on the ground, and the first damping spring and the first damper are arranged in multiple groups and linearly and uniformly arranged on both sides of the moving plate.
[0011] Preferably, the fixed rod rotates on the fixed rod through the connecting rod, the connecting rod drives the damping block to rotate on the first damping chamber, the support block is in the shape of “<”, the limiting rod is arranged in two groups and limits the rotation direction of the connecting rod, the damping block is in the shape of a cylinder, the protective steel plate is in the shape of a long plate, and the protective steel plate shields both sides of the damping block.
[0012] Preferably, a circular hole is formed on the surface of the lifting block, the lifting block slides on the guide rod through the circular hole, the lifting block slides on the second damping chamber, the first memory alloy, the second damping spring and the lifting block are arranged in overlap on the second damping chamber, the first memory alloy is provided with multiple groups and is uniformly distributed in line on the lifting block, the lifting block is parallel to the horizontal plane, the cross section of the first memory alloy is funnel-shaped, and the second damper is provided with multiple groups and is arranged in line uniformly.
[0013] Preferably, the moving block is slidably connected to the third damping chamber, the cross section of the second memory alloy is funnel-shaped, the moving block and the second memory alloy are arranged in overlap on the third damping chamber, the third damper is provided with multiple groups and is arranged in line uniformly, and the moving block is perpendicular to the horizontal plane.
[0014] Preferably, a clamping groove is formed on the surface of the ground, the mounting block is embedded in the clamping groove of the ground, a clamping groove is formed on the surface of the mounting block, the clamping block is welded to the clamping groove of the mounting block, a clamping groove is formed on the surface of the connecting block, and the end, away from the clamping block, of the clamping block is welded to the clamping groove of the connecting block; and the reinforcing frame is in the shape of a flag as a whole.
[0015] Compared with the prior art, the anti-seismic partition wall has the beneficial effects that:
[0016] 1. The anti-seismic partition wall can absorb the potential energy of the first seismic wave through the reinforcing frame, release the impact force caused by the longitudinal wave through the vertical damping mechanism, and release the impact force of the transverse wave through the second longitudinal damping mechanism cooperating with the first longitudinal damping mechanism to realize damping of the partition body from multiple angles, improve the damping effect of the partition body, and ensure the use safety of the partition body.
[0017] 2. The anti-seismic partition wall can share the impact force of the vibration through the multiple groups of first memory alloys and lifting blocks and the multiple groups of moving blocks and second memory alloys in the damping mechanism, greatly improve the damping effect, and ensure the effect of the ground damping mechanism during use. BRIEF DESCRIPTION OF DRAWINGS
[0018] Figure 1 It is a structure front view schematic diagram of the utility model;
[0019] Figure 2 It is a structure front view schematic diagram of the utility model;
[0020] Figure 3 It is a structure front view schematic diagram of the utility model; Figure 2 It is an enlarged structure schematic diagram of A in the utility model;
[0021] Figure 4 It is the structure front view cross-section perspective schematic view of the utility model;
[0022] Figure 5 It is the structure side view cross-section schematic view of the utility model;
[0023] Figure 6 It is the structure front view cross-section perspective schematic view of the utility model first damping chamber structure place;
[0024] Figure 7 It is the structure front view cross-section perspective schematic view of the utility model second damping chamber structure place;
[0025] Figure 8 It is the structure front view cross-section perspective schematic view of the utility model third damping chamber structure place.
[0026] In the drawing: 1, ground; 11, partition body; 12, top surface; 2, bottom plate; 21, moving plate; 22, sliding block; 23, guide rail; 24, first damping spring; 25, first damper; 3, first damping chamber; 31, fixed rod; 32, swivel ring; 33, connecting rod; 34, damping block; 35, support block; 36, limiting rod; 37, protective steel plate; 4, second damping chamber; 41, first memory alloy; 42, lifting block; 43, guide rod; 44, second damping spring; 45, second damper; 5, third damping chamber; 51, moving block; 52, second memory alloy; 53, third damper; 6, connecting block; 61, reinforcing frame; 62, clamping block; 63, mounting block. DETAILED DESCRIPTION
[0027] The technical solutions in the embodiments of the utility model will be clearly and completely described below with reference to the drawings in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, rather than all the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by those skilled in the art without creative work fall within the protection scope of the utility model.
[0028] Please refer to Figures 1-8 The utility model provides an embodiment:
[0029] A subway station anti-seismic partition wall, including ground 1 and top surface 12, ground 1 and top surface 12 between the setting up the partition body 11, the bottom and top of ground 1 are provided with transverse damping mechanism, transverse damping mechanism includes bottom plate 2, bottom plate 2 is fixedly connected to the bottom of ground 1, the lower surface of bottom plate 2 is fixedly connected with moving plate 21, the lower surface of moving plate 21 is fixedly connected with sliding block 22, the surface of ground 1 is fixedly connected with guide rail 23, sliding block 22 slides on the surface of guide rail 23, the surface of ground 1 is fixedly connected with first damping spring 24, the end away from ground 1 of first damping spring 24 is fixedly connected on moving plate 21, the surface of ground 1 is fixedly connected with first damper 25, the telescopic end of first damper 25 is fixedly connected on the surface of moving plate 21, the surface of partition body 11 is provided with first longitudinal damping mechanism, the surface of partition body 11 is provided with vertical damping mechanism, the surface of partition body 11 is provided with second longitudinal damping mechanism, ground 1 and partition body 11 between setting up reinforcing mechanism, top surface 12 between setting up reinforcing mechanism, its partition body 11 can be damped from more angles, so as to improve the damping effect of partition body 11, and in the process of damping, the up-down vibration of the earth's crust can be caused by longitudinal wave, but its destructive is relatively small, the vertical damping mechanism is used to cope with the up-down vibration of partition body 11, the horizontal vibration of the earth's crust can be caused by transverse wave, the destructive of this vibration to building is larger, the first longitudinal damping mechanism and the second longitudinal damping mechanism and transverse damping mechanism are used to cope with, so as to realize the interception to horizontal vibration, and the reinforcing mechanism is arranged to reduce the first wave impact caused by earthquake, improve the anti-seismic property of partition body 11.
[0030] Further, the first longitudinal damping mechanism includes first damping chamber 3, first damping chamber 3 is arranged in the interior of partition body 11, first damping chamber 3 is fixedly connected with fixed rod 31, the surface of fixed rod 31 is rotatably connected with swivel ring 32, the surface of swivel ring 32 is fixedly connected with connecting rod 33, the surface of connecting rod 33 is fixedly connected with damping block 34, first damping chamber 3 is fixedly connected with support block 35, support block 35 is fixedly connected with limiting rod 36, first damping chamber 3 is fixedly connected with protective steel plate 37, the first longitudinal damping mechanism can swing in the first damping chamber 3 through first damping spring 24, so as to offset the impact caused by vibration, improve the stability of ground 1.
[0031] Further, the vertical damping mechanism is arranged at the middle position of the ground 1, the vertical damping mechanism comprises a second damping chamber 4, the second damping chamber 4 is arranged inside the ground 1, a first memory alloy 41 is fixedly connected to the second damping chamber 4, a lifting block 42 is fixedly connected to the first memory alloy 41, a guide rod 43 is fixedly connected to the second damping chamber 4, the lifting block 42 is slidingly connected to the guide rod 43, a second damping spring 44 is fixedly connected to the second damping chamber 4, one end of the second damping spring 44 away from the second damping chamber 4 is fixedly connected to the lifting block 42, a second damper 45 is fixedly connected to the second damping chamber 4, and the second damper 45 is fixedly connected to the lifting block 42 at the telescopic end. The vertical damping mechanism is mainly aimed at the first wave impact caused by the longitudinal wave. The longitudinal wave makes the lifting block 42 on the second damping chamber 4 constantly rise and fall, thereby constantly extruding the first memory alloy 41 and the second damping spring 44, and cooperating with the second damper 45 to release the impact caused by the up-and-down vibration of the earthquake, and improve the stability of the partition body 11.
[0032] Further, the second longitudinal damping mechanism comprises a third damping chamber 5, the third damping chamber 5 is arranged inside the partition body 11, a moving block 51 is slidingly connected to the third damping chamber 5, a second memory alloy 52 is fixedly connected to the surface of the moving block 51, a third damper 53 is fixedly connected to the third damping chamber 5, and the telescopic end of the third damper 53 is fixedly connected to the moving block 51. The second longitudinal damping mechanism is arranged at the bottom of the partition body 11, and the second longitudinal damping mechanism is arranged at the top of the partition body 11. The second longitudinal damping mechanism constantly extrudes the second memory alloy 52 through a plurality of moving blocks 51, and releases the transverse impact force caused by the earthquake in cooperation with the third damper 53. The second longitudinal damping mechanism cooperates with the first longitudinal damping mechanism to realize the damping protection of the ground 1.
[0033] Further, the reinforcing mechanism comprises a connecting block 6, the connecting block 6 is fixedly connected to the surface of the partition body 11, a reinforcing frame 61 is inserted into the surface of the connecting block 6, a clamping block 62 is fixedly connected to one end of the reinforcing frame 61 away from the connecting block 6, an installation block 63 is pre-buried on the surface of the ground 1, and the clamping block 62 is inserted into the surface of the third damper 53. The reinforcing mechanism strengthens the connection relationship between the ground 1, the partition body 11 and the top surface 12, so that the reinforcing mechanism can resist the impact force when the earthquake comes, thereby consuming a large amount of impact force caused by the earthquake and ensuring the damping effect of the ground 1.
[0034] Further, the surface of the ground 1 is provided with a "T" shaped groove, the moving plate 21 slides on the guide rail 23 through the sliding block 22, the moving plate 21 slides on the groove of the ground 1, the moving plate 21 drives the partition body 11 to slide on the ground 1 through the bottom plate 2, the first damping spring 24 and the first damper 25 are arranged in multiple groups and linearly and uniformly arranged on both sides of the moving plate 21, the elastic force of the first damping spring 24 and the extension end of the first damper 25 are all applied to the moving plate 21, in the process of vibration, the moving plate 21 is vibrated by the bottom plate 2, the first damping spring 24 and the first damper 25 cooperate with each other to dampen the moving plate 21, the moving plate 21 dampens the partition body 11 through the bottom plate 2, so as to realize the damping of the partition body 11 in the transverse direction.
[0035] Further, the fixed rod 31 rotates on the fixed rod 31 through the connecting rod 33, the connecting rod 33 drives the damping block 34 to rotate on the first damping chamber 3, the supporting block 35 is in the shape of "<", the limiting rod 36 is arranged in two groups and limits the rotation direction of the connecting rod 33, the damping block 34 is in the shape of a cylinder, the protective steel plate 37 is in the shape of a long plate, the damping block 34 is arranged in multiple groups and linearly and uniformly arranged, the supporting block 35 improves the stability of the limiting rod 36 on the first damping chamber 3, the protective steel plate 37 is arranged on both sides of the damping block 34, the damping block 34 is arranged in multiple groups, the limiting rod 36 and the protective steel plate 37 limit the rotation direction of the damping block 34, so as to protect the damping block 34 from colliding with the partition body 11, in the process of rotation, the damping block 34 can weaken the longitudinal vibration force of the earthquake, so as to protect the stability of the partition body 11.
[0036] Further, the surface of the lifting block 42 is provided with a circular hole, the lifting block 42 slides on the guide rod 43 through the circular hole, the lifting block 42 slides on the second damping chamber 4 through the lifting block 42, the first memory alloy 41, the second damping spring 44 and the lifting block 42 are arranged on the second damping chamber 4 in an overlapping manner, the first memory alloy 41 is arranged in multiple groups and linearly and uniformly distributed on the lifting block 42, the lifting block 42 is parallel to the horizontal plane, the cross section of the first memory alloy 41 is in the shape of a funnel, after being extruded, the first memory alloy 41 will deform, and after the earthquake ends, the first memory alloy 41 will return to its original shape, the second damper 45 is arranged in multiple groups and linearly and uniformly arranged, the second damper 45 cooperates with the first memory alloy 41 and the second damping spring 44, so as to reduce the impact force caused by the up and down vibration in the process of lifting the lifting block 42.
[0037] Further, the moving block 51 is slidingly connected to the third damping chamber 5, the second memory alloy 52 has a funnel-shaped cross section, the moving block 51 and the second memory alloy 52 are arranged in an overlapping manner on the third damping chamber 5, the third damper 53 is provided in multiple groups and arranged in a linear and uniform manner, and the moving block 51 is perpendicular to the horizontal plane. During the sliding process of the multiple groups of moving blocks 51 on the third damping chamber 5, the second memory alloy 52 is continuously extruded, so that the second memory alloy 52 is deformed. In the process of deformation, the second memory alloy 52 cooperates with the third damper 53 to reduce the longitudinal impact force of the earthquake.
[0038] Further, the surface of the ground 1 is provided with a clamping groove, the mounting block 63 is embedded in the clamping groove of the ground 1, the surface of the mounting block 63 is provided with a clamping groove, the clamping block 62 is welded to the clamping groove of the mounting block 63, the surface of the connecting block 6 is provided with a clamping groove, and the end of the clamping block 62 away from the clamping block 62 is welded to the clamping groove of the connecting block 6. The reinforcing frame 61 has a flag-shaped structure, which is more stable. The reinforcing frame 61 limits the position of the partition body 11 on the ground 1 and the top surface 12, so that the reinforcing frame 61 becomes a reinforcing structure between the ground 1 and the top surface 12, and strengthens the positional relationship between the ground 1, the partition body 11 and the top surface 12.
[0039] Working principle: one end of the reinforcing frame 61 is inserted into the connecting block 6 and fixed by welding, and then the clamping block 62 is inserted into the mounting block 63 and fixed by welding. The reinforcing frame 61 supports the partition body 11 on the ground 1 and the partition body 11. When the earthquake intensity is too high, the reinforcing frame 61 will be torn by the earthquake, absorbing the potential energy of the first wave of the earthquake. Then the damping mechanism starts to work. The vertical damping mechanism makes the lifting block 42 slide on the guide rod 43 and extrude the first memory alloy 41 and the second damping spring 44. The first memory alloy 41 and the second damping spring 44 cooperate with the second damper 45 to release the impact during the lifting of the lifting block 42, thereby reducing the vibration caused by the longitudinal wave. Then the transverse wave will make the partition body 11 move transversely and longitudinally. The second longitudinal damping mechanism cooperates with the first longitudinal damping mechanism to make the damping block 34 shake on the first damping chamber 3 and reduce the vibration impact on the top of the partition body 11. A plurality of moving blocks 51 also extrude the second memory alloy 52. The second memory alloy 52 cooperates with the third damper 53 to reduce the vibration impact on the bottom of the partition body 11. At the same time, the first damping spring 24 and the first damper 25 reduce the transverse vibration of the moving plate 21, and the moving plate 21 reduces the vibration of the top and bottom of the partition body 11 through the bottom plate 2, thereby realizing the transverse vibration reduction of the partition body 11. Through the transverse vibration reduction, longitudinal vibration reduction and vertical vibration reduction of the partition body 11, the vibration reduction angle of the partition body 11 is expanded, the vibration reduction effect of the partition body 11 is improved, and the use safety of the partition body 11 is improved.
[0040] It is apparent for a person skilled in the art that the present application is not restricted to the details of the above exemplary embodiments, but that it can be implemented in other concrete forms without departing from the spirit or the essential characteristics of the present application. Therefore, the embodiments should be considered as exemplary only, and not limiting, the scope of the present application being defined by the appended claims rather than the above description, and all changes coming within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference signs in the claims should not be construed as limiting the claims concerned.
Claims
1. A subway station anti-seismic partition wall, comprising a ground surface (1) and a top surface (12), a partition body (11) is arranged between the ground surface (1) and the top surface (12), characterized in that: The bottom and top of the ground (1) are provided with transverse damping mechanisms, the transverse damping mechanisms comprise a bottom plate (2), the bottom plate (2) is fixedly connected to the bottom of the ground (1), the lower surface of the bottom plate (2) is fixedly connected with a moving plate (21), the lower surface of the moving plate (21) is fixedly connected with a sliding block (22), the surface of the ground (1) is fixedly connected with a guide rail (23), the sliding block (22) slides on the surface of the guide rail (23), the surface of the ground (1) is fixedly connected with a first damping spring (24), one end of the first damping spring (24) away from the ground (1) is fixedly connected to the moving plate (21), the surface of the ground (1) is fixedly connected with a first damper (25), the telescopic end of the first damper (25) is fixedly connected to the surface of the moving plate (21), the surface of the partition body (11) is provided with a first longitudinal damping mechanism, the surface of the partition body (11) is provided with a vertical damping mechanism, the surface of the partition body (11) is provided with a second longitudinal damping mechanism, the ground (1) and the partition body (11) are provided with reinforcing mechanisms, and the ground (1) and the top surface (12) are also provided with reinforcing mechanisms.
2. The subway station anti-seismic partition wall according to claim 1, characterized in that: The first longitudinal damping mechanism comprises a first damping chamber (3), the first damping chamber (3) is arranged in the interior of the partition body (11), a fixed rod (31) is fixedly connected to the first damping chamber (3), a rotating ring (32) is rotatably connected to the surface of the fixed rod (31), a connecting rod (33) is fixedly connected to the surface of the rotating ring (32), a damping block (34) is fixedly connected to the surface of the connecting rod (33), a supporting block (35) is fixedly connected to the first damping chamber (3), a limiting rod (36) is fixedly connected to the supporting block (35), and a protective steel plate (37) is fixedly connected to the first damping chamber (3).
3. The subway station anti-seismic partition wall according to claim 1, characterized in that: The vertical damping mechanism comprises a second damping chamber (4), the second damping chamber (4) is arranged in the ground (1), a first memory alloy (41) is fixedly connected to the second damping chamber (4), a lifting block (42) is fixedly connected to the first memory alloy (41), a guide rod (43) is fixedly connected to the second damping chamber (4), the lifting block (42) is slidably connected to the guide rod (43), a second damping spring (44) is fixedly connected to the second damping chamber (4), one end of the second damping spring (44) away from the second damping chamber (4) is fixedly connected to the lifting block (42), and a second damper (45) is fixedly connected to the second damping chamber (4).
4. The subway station anti-seismic partition wall according to claim 1, characterized in that: The second longitudinal damping mechanism comprises a third damping chamber (5) arranged inside the partition body (11), a moving block (51) slidably connected to the third damping chamber (5), a second memory alloy (52) fixedly connected to the surface of the moving block (51), and a third damper (53) fixedly connected to the third damping chamber (5) and having a telescopic end fixedly connected to the moving block (51).
5. The subway station anti-seismic partition wall according to claim 4, characterized in that: The reinforcing mechanism comprises a connecting block (6) fixedly connected to the surface of the partition body (11), a reinforcing frame (61) inserted into the surface of the connecting block (6), a clamping block (62) fixedly connected to the end of the reinforcing frame (61) away from the connecting block (6), and an installation block (63) pre-buried in the surface of the ground (1), wherein the clamping block (62) is inserted into the surface of the third damper (53).
6. The subway station anti-seismic partition wall according to claim 1, characterized in that: The surface of the ground (1) is provided with a "T"-shaped groove, the moving plate (21) slides on the guide rail (23) through the sliding block (22), the moving plate (21) slides on the groove of the ground (1), the moving plate (21) drives the partition body (11) to slide on the ground (1) through the bottom plate (2), and the first damping spring (24) and the first damper (25) are arranged in multiple groups and linearly and uniformly arranged on both sides of the moving plate (21).
7. The subway station anti-seismic partition wall according to claim 2, characterized in that: The fixed rod (31) rotates on the fixed rod (31) through the connecting rod (33), the connecting rod (33) drives the damping block (34) to rotate on the first damping chamber (3), the supporting block (35) is in "<" shape, the limiting rod (36) is arranged in two groups and limits the rotating direction of the connecting rod (33), the damping block (34) is in cylindrical shape, the protective steel plate (37) is in long plate shape, and the protective steel plate (37) is shielded on both sides of the damping block (34).
8. The subway station anti-seismic partition wall according to claim 3, characterized in that: The surface of the lifting block (42) is provided with a circular hole, the lifting block (42) slides on the guide rod (43) through the circular hole, the lifting block (42) slides on the second damping chamber (4) through the lifting block (42), the first memory alloy (41), the second damping spring (44) and the lifting block (42) are arranged in overlapping manner on the second damping chamber (4), the first memory alloy (41) is arranged in multiple groups and linearly and uniformly distributed on the lifting block (42), the lifting block (42) is parallel to the horizontal plane, the cross section of the first memory alloy (41) is in funnel shape, and the second damper (45) is arranged in multiple groups and linearly and uniformly arranged.
9. The subway station anti-seismic partition wall according to claim 4, characterized in that: The moving block (51) is slidably connected to the third damping chamber (5), the cross section of the second memory alloy (52) is in funnel shape, the moving block (51) and the second memory alloy (52) are arranged in overlapping manner on the third damping chamber (5), the third damper (53) is arranged in multiple groups and linearly and uniformly arranged, and the moving block (51) is perpendicular to the horizontal plane.
10. The subway station anti-seismic partition wall according to claim 5, characterized in that: The surface of the ground (1) is provided with a clamping groove, the mounting block (63) is embedded in the clamping groove of the ground (1), the surface of the mounting block (63) is provided with a clamping groove, the clamping block (62) is welded on the clamping groove of the mounting block (63), the surface of the connecting block (6) is provided with a clamping groove, and one end of the clamping block (62) away from the clamping block (62) is welded on the clamping groove of the connecting block (6). The reinforcing frame (61) is in the shape of a flag as a whole.