CN223780999U - A type of earthquake-resistant partition wall for subway stations - Google Patents

Abstract

This utility model relates to the field of subway construction technology, specifically to a seismic-resistant partition wall for subway stations. It includes a ground surface and a top surface, with a partition body disposed between the ground surface and the top surface. Horizontal damping mechanisms are provided at both the bottom and top of the ground surface. Each horizontal damping mechanism includes a base plate fixedly connected to the bottom of the ground surface, and a movable plate fixedly connected to the lower surface of the base plate. This utility model absorbs the potential energy of the first wave of an earthquake through a reinforcing frame, then releases the impact force of the longitudinal wave through a vertical damping mechanism, and finally, a second longitudinal damping mechanism works in conjunction with the first longitudinal damping mechanism to provide horizontal and vertical damping at the top and bottom of the partition body, releasing the impact force of the transverse wave. This achieves multi-angle damping of the partition body, improving its damping effect and ensuring its safety in use.

Description

Subway station antidetonation partition wall

Technical Field

The utility model relates to the technical field of subway construction, in particular to an earthquake-resistant partition wall of a subway station.

Background

The earthquake-resistant partition wall of the subway station is an important structural design, and has the functions of reducing the influence of the earthquake on the station structure when the subway station is in an earthquake and protecting passengers and facilities from being damaged. The shock-resistant partition wall generally adopts a reinforced concrete structure, and in the design of subway stations, the shock-resistant partition wall is usually arranged at key positions, such as pedestrian passages, surrounding platforms and the like.

The earthquake wave is an elastic wave which propagates in the earth when an earthquake occurs and is mainly divided into longitudinal waves and transverse waves, and the damping and the vibration transmission of the existing anti-seismic partition wall are improved mainly by increasing the mass and the rigidity of the wall body. However, due to the variety and complexity of seismic waves, conventional seismic isolation walls may not be able to effectively absorb the elastic waves from multiple angles, resulting in poor damping effect of the seismic isolation walls, and thus it is highly desirable to design a subway station seismic isolation wall to solve the above-mentioned problems.

Disclosure of Invention

The utility model aims to provide an earthquake-resistant partition wall for a subway station, which aims to solve the problem that the traditional earthquake-resistant partition wall can not effectively absorb elastic waves from multiple angles due to the diversity and complexity of earthquake waves.

The subway station anti-seismic partition wall comprises a ground and a top surface, wherein a partition plate body is arranged between the ground and the top surface, transverse damping mechanisms are arranged at the bottom and the top of the ground, each transverse damping mechanism comprises a bottom plate fixedly connected to the bottom of the ground, a movable plate is fixedly connected to the lower surface of each bottom plate, a sliding block is fixedly connected to the lower surface of each movable plate, a guide rail is fixedly connected to the surface of the ground, the sliding blocks slide on the surface of the guide rails, a first damping spring is fixedly connected to the surface of the ground, one end of the first damping spring far away from the ground is fixedly connected to the movable plate, a first damper is fixedly connected to the surface of the ground, a telescopic end of the first damper is fixedly connected to the surface of the movable plate, a first longitudinal damping mechanism is arranged on the surface of the partition plate body, a vertical damping mechanism is arranged on the surface of the partition plate body, a second longitudinal damping mechanism is fixedly connected to the surface of the partition plate body, a reinforcing mechanism is arranged between the ground and the partition plate body, and the ground is also provided with a reinforcing mechanism.

Preferably, the first longitudinal shock absorption mechanism comprises a first shock absorption chamber, the first shock absorption chamber is arranged in the partition plate body, a fixing rod is fixedly connected to the first shock absorption chamber, a swivel is rotationally connected to the fixing rod on the surface, a connecting rod is fixedly connected to the swivel on the surface, a damping block is fixedly connected to the connecting rod on the surface, a supporting block is fixedly connected to the first shock absorption chamber, a limiting rod is fixedly connected to the supporting block, and a protection steel plate is fixedly connected to the first shock absorption chamber.

Preferably, the vertical damping mechanism comprises a second damping chamber, the second damping chamber is 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, far away from the second damping chamber, is fixedly connected to the lifting block, a second damper is fixedly connected to the second damping chamber, and a telescopic end of the second damper is fixedly connected to the lifting block.

Preferably, the second longitudinal shock absorption mechanism comprises a third shock absorption chamber, the third shock absorption chamber is arranged in the partition plate body, a moving block is connected to the third shock absorption chamber in a sliding mode, a second memory alloy is fixedly connected to the moving block on the surface of the moving block, a third damper is fixedly connected to the third shock absorption chamber, and the telescopic end of the third damper is fixedly connected to the moving block.

Preferably, the reinforcing mechanism comprises a connecting block, the connecting block is fixedly connected to the surface of the partition plate body, a reinforcing frame is inserted on 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 embedded on the surface of the ground, and the clamping block is inserted on the surface of the third damper.

Preferably, the surface of ground has seted up "T" shape recess, the movable plate passes through the slider and slides on the guide rail, the movable plate is in the recess on ground and slides, the movable plate passes through the bottom plate and drives the baffle body and slide on ground, first damping spring and first attenuator are provided with the multiunit, and are the both sides of linear even range at the movable plate.

Preferably, the dead lever passes through the connecting rod and rotates on the dead lever, the connecting rod drives the damping piece and rotates on first shock attenuation cavity, the supporting shoe is "<" shape, the gag lever post is provided with two sets of, and two sets of gag lever posts are spacing to the direction of rotation of connecting rod, the damping piece is cylindrical shape, the protection steel sheet is long plate shape, the protection steel sheet shelters from in the both sides of damping piece.

Preferably, the round hole has been seted up on the surface of lifter, the lifter slides on the guide bar through the round hole, the lifter slides on the second shock attenuation cavity through the lifter, overlap between first memory alloy, second shock attenuation spring and the lifter and arrange on the second shock attenuation cavity, first memory alloy is provided with the multiunit, and is linear even distribution on the lifter, the lifter is on a parallel with the horizontal plane, the cross section of first memory alloy is the funnel shape, the second attenuator is provided with the multiunit, and is linear even arrangement.

Preferably, the movable block is slidably connected to the third damping chamber, the cross section of the second memory alloy is funnel-shaped, the movable block and the second memory alloy are arranged in an overlapping manner on the third damping chamber, the third dampers are provided with a plurality of groups and are uniformly arranged in a linear manner, and the movable block is perpendicular to the horizontal plane.

Preferably, the clamping groove is formed in the surface of the ground, the mounting block is embedded in the clamping groove in the ground, the clamping groove is formed in the surface of the mounting block, the clamping block is welded to the clamping groove of the mounting block, the clamping groove is formed in the surface of the connecting block, one end, far 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 a flag shape as a whole.

Compared with the prior art, the utility model has the beneficial effects that:

1. this antidetonation partition wall absorbs the potential energy of first ripples earthquake through the reinforcement frame, immediately releases the impact force that takes the longitudinal wave to bring through vertical damper, and rethread second vertical damper cooperatees with first vertical damper, carries out horizontal and longitudinal shock attenuation at the top and the bottom of baffle body, releases the impact force of falling the transverse wave, has realized the shock attenuation to the baffle body from the multi-angle, has improved the shock attenuation effect of baffle body, has ensured the safety in utilization of baffle body.

2. This antidetonation partition wall, the multiunit first memory alloy and the lifter that use among its damper to and multiunit movable block and second memory alloy can share the vibrations and feel impact force, cooperates multiunit attenuator, has greatly improved the absorbing effect, has guaranteed the effect in the ground damper use.

Drawings

FIG. 1 is a schematic perspective view of the structure of the present utility model;

FIG. 2 is a schematic elevational cross-sectional view of the structure of the present utility model;

FIG. 3 is an enlarged schematic view of the structure of FIG. 2A according to the present utility model;

FIG. 4 is a schematic perspective view of the structure of the present utility model in elevation and cross section;

FIG. 5 is a schematic side cross-sectional view of the structure of the present utility model;

FIG. 6 is a front cross-sectional schematic perspective view of a first shock absorbing chamber structure of the present utility model;

FIG. 7 is a front cross-sectional schematic perspective view of a second shock absorbing chamber structure in accordance with the present utility model;

FIG. 8 is a front cross-sectional schematic perspective view of a third shock absorbing chamber structure in accordance with the present utility model.

1, The ground, 11, a baffle body, 12, a top surface, 2, a bottom plate, 21, a moving plate, 22, a sliding block, 23, a guide rail, 24, a first damping spring, 25, a first damper, 3, a first damping chamber, 31, a fixed rod, 32, a swivel, 33, a connecting rod, 34, a damping block, 35, a supporting block, 36, a limiting rod, 37, a protective steel plate, 4, a second damping chamber, 41, a first memory alloy, 42, a lifting block, 43, a guide rod, 44, a second damping spring, 45, a second damper, 5, a third damping chamber, 51, a moving block, 52, a second memory alloy, 53, a third damper, 6, a connecting block, 61, a reinforcing frame, 62, a clamping block, 63 and a mounting block.

Detailed Description

The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.

Referring to fig. 1-8, an embodiment of the present utility model is provided:

Subway station anti-seismic partition wall comprises a ground 1 and a top surface 12, a baffle body 11 is arranged between the ground 1 and the top surface 12, the bottom and the top of the ground 1 are both provided with a transverse shock absorption mechanism, the transverse shock absorption mechanism comprises a bottom plate 2, the bottom plate 2 is fixedly connected with the bottom of the ground 1, the lower surface of the bottom plate 2 is fixedly connected with a movable plate 21, the lower surface of the movable 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 shock absorption spring 24, one end of the first shock absorption spring 24, which is far away from the ground 1, is fixedly connected with a first damper 25, the telescopic end of the first damper 25 is fixedly connected with the surface of the movable plate 21, the surface of the baffle body 11 is provided with a first longitudinal shock absorption mechanism, the vertical damping mechanism is arranged on the surface of the baffle body 11, the second vertical damping mechanism is arranged on the surface of the baffle body 11, the reinforcing mechanism is arranged between the ground 1 and the baffle body 11, the reinforcing mechanism is also arranged between the top surface 12, the baffle body 11 can absorb shock from more angles, thereby improving the damping effect of the baffle body 11, the baffle body 11 can cause the vertical vibration of the crust in the damping process, but the destructiveness is relatively smaller, the vertical damping mechanism is used for coping with the vertical vibration of the baffle body 11, the horizontal vibration of the crust can be caused for transverse wave, the destructiveness of the vibration to the building is larger, the first vertical damping mechanism, the second vertical damping mechanism and the transverse damping mechanism are adopted for coping, thereby realizing the interception of the horizontal vibration, and the reinforcing mechanism is simultaneously arranged, to reduce the first wave shock caused by the earthquake and to improve the shock resistance of the baffle body 11.

Further, the first longitudinal shock absorption mechanism comprises a first shock absorption chamber 3, the first shock absorption chamber 3 is arranged in the partition plate body 11, a fixing rod 31 is fixedly connected to the first shock absorption chamber 3, a rotating ring 32 is rotationally connected to the fixing rod 31 on the surface, a connecting rod 33 is fixedly connected to the rotating ring 32 on the surface, a damping block 34 is fixedly connected to the connecting rod 33 on the surface, a supporting block 35 is fixedly connected to the first shock absorption chamber 3, a limiting rod 36 is fixedly connected to the supporting block 35, a protection steel plate 37 is fixedly connected to the first shock absorption chamber 3, and the first longitudinal shock absorption mechanism can swing in the first shock absorption chamber 3 through a first shock absorption spring 24, so that shock driven by vibration is counteracted, and stability of the ground 1 is improved.

Further, vertical damper sets up the intermediate position at ground 1, vertical damper includes second shock attenuation cavity 4, second shock attenuation cavity 4 sets up inside ground 1, fixedly connected with first memory alloy 41 on the second shock attenuation cavity 4, fixedly connected with lifter 42 on the first memory alloy 41, fixedly connected with guide bar 43 on the second shock attenuation cavity 4, lifter 42 sliding connection on guide bar 43, fixedly connected with second damping spring 44 on the second shock attenuation cavity 4, the one end fixed connection that second damping spring 44 kept away from second shock attenuation cavity 4 is on lifter 42, fixedly connected with second attenuator 45 on the second shock attenuation cavity 4, the telescopic end fixed connection of second attenuator 45 is on lifter 42, vertical damper is mainly to the first ripples impact that the longitudinal wave brought, the longitudinal wave makes lifter 42 on the second shock attenuation cavity 4 constantly go up and down, thereby constantly extrude first memory alloy 41 and second damping spring 44, and join in marriage second attenuator 45, from releasing the impact that the steady vibration drove, improve the nature of baffle body 11.

Further, the second longitudinal shock absorption mechanism comprises a third shock absorption chamber 5, the third shock absorption chamber 5 is arranged in the partition plate body 11, a moving block 51 is connected to the upper sliding of the third shock absorption 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 shock absorption chamber 5, the telescopic end of the third damper 53 is fixedly connected to the moving block 51, the second longitudinal shock absorption mechanism is arranged at the bottom of the partition plate body 11, the second longitudinal shock absorption mechanism is arranged at the top of the partition plate body 11, the second longitudinal shock absorption mechanism continuously slides through a plurality of groups of moving blocks 51 to extrude the second memory alloy 52, the third damper 53 is matched with the second longitudinal shock absorption mechanism to release transverse impact force caused by an earthquake, and the second longitudinal shock absorption mechanism is matched with the first longitudinal shock absorption mechanism to realize shock absorption protection of the ground 1.

Further, the strengthening mechanism includes connecting block 6, connecting block 6 fixed connection is on the surface of baffle body 11, peg graft on the surface of connecting block 6 has reinforcing frame 61, the one end fixedly connected with fixture block 62 of connecting block 6 is kept away from to reinforcing frame 61, pre-buried has installation piece 63 on the surface of ground 1, fixture block 62 peg graft on the surface of third attenuator 53, the strengthening mechanism has strengthened the relation of connection between ground 1, baffle body 11 and top surface 12 for the earthquake comes temporarily, the strengthening mechanism can resist the impact force, thereby consume the impact force that a large amount of earthquakes brought, ensure the shock attenuation effect of ground 1.

Further, the surface of the ground 1 is provided with a T-shaped groove, the movable plate 21 slides on the guide rail 23 through the sliding block 22, the movable plate 21 slides on the groove of the ground 1, the movable plate 21 drives the baffle body 11 to slide on the ground 1 through the bottom plate 2, the first damping springs 24 and the first dampers 25 are provided with a plurality of groups and are linearly and uniformly arranged on two sides of the movable plate 21, the elastic force of the first damping springs 24 and the telescopic ends of the first dampers 25 are all operated on the movable plate 21, the movable plate 21 is driven to vibrate through the bottom plate 2 in the vibration process of the baffle body 11, the movable plate 21 is used for damping the movable plate 21 through the mutual cooperation between the first damping springs 24 and the first dampers 25, and therefore the shock absorption of the transverse direction of the baffle body 11 is achieved.

Further, the dead lever 31 passes through connecting rod 33 and rotates on the dead lever 31, connecting rod 33 drives damping piece 34 and rotates on first shock attenuation cavity 3, supporting shoe 35 is "<" shape, gag lever post 36 is provided with two sets of, and two sets of gag lever posts 36 are spacing to the direction of rotation of connecting rod 33, damping piece 34 is the cylinder shape, protection steel sheet 37 is long board shape, damping piece 34 is provided with the multiunit, and be linear even range, supporting shoe 35 has improved the stability of gag lever post 36 on first shock attenuation cavity 3, protection steel sheet 37 shelters from in damping piece 34's both sides, damping piece 34 is provided with the multiunit, the rotatory direction of damping piece 34 has been restricted to gag lever post 36 and protection steel sheet 37, it can not strike baffle body 11 to have ensured damping piece 34, damping piece 34 can weaken the longitudinal shock power of earthquake at rotatory in-process, thereby ensure the stability of baffle body 11.

Further, the round hole is formed in the surface of the lifting block 42, the lifting block 42 slides on the guide rod 43 through the round 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 springs 44 and the lifting block 42 are overlapped and arranged on the second damping chamber 4, the first memory alloy 41 is provided with a plurality of groups and is 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 funnel-shaped, certain deformation can occur after the first memory alloy 41 is extruded, the first memory alloy 41 can recover to be the original shape after an earthquake is finished, the second dampers 45 are provided with a plurality of groups and are linearly and uniformly arranged, and the second dampers 45 are matched with the first memory alloy 41 and the second damping springs 44, so that impact force caused by up-down vibration can be reduced in the lifting process of the lifting block 42.

Further, the moving block 51 is slidably connected to the third damping chamber 5, the cross section of the second memory alloy 52 is funnel-shaped, the moving block 51 and the second memory alloy 52 are overlapped and arranged on the third damping chamber 5, the third dampers 53 are provided with a plurality of groups and are linearly and uniformly arranged, the moving block 51 is perpendicular to the horizontal plane, the second memory alloy 52 is continuously extruded in the sliding process of the plurality of groups of moving blocks 51 on the third damping chamber 5, the second memory alloy 52 is deformed, and the second memory alloy 52 is matched with the third dampers 53 in the deformation process, so that the longitudinal impact force of an earthquake can be reduced.

Further, the draw-in groove has been seted up on the surface of ground 1, the installation piece 63 is pre-buried on the draw-in groove of ground 1, the draw-in groove has been seted up on the surface of installation piece 63, the fixture block 62 welding is on the draw-in groove of installation piece 63, the draw-in groove has been seted up on the surface of connecting block 6, the one end welding of fixture block 62 was kept away from to the fixture block 62 is on the draw-in groove of connecting block 6, reinforcing frame 61 wholly is flag shape, its structure is more stable, reinforcing frame 61 has restricted the position of baffle body 11 on ground 1 and top surface 12 for reinforcing frame 61 can become between ground 1 and top surface 12, strengthen the positional relationship of ground 1, baffle body 11 and top surface 12.

Working principle: one end of the reinforcing frame 61 is inserted into the connecting block 6 and fixed by welding, the clamping block 62 is inserted into the mounting block 63 and fixed by welding, the reinforcing frame 61 is arranged on the ground 1 and the partition plate body 11, the support to the partition plate body 11 is reinforced, when the earthquake intensity is too high, the reinforcing frame 61 is torn by the earthquake, the potential energy of the first wave earthquake is absorbed, the damping mechanism starts to exert force immediately, the vertical damping mechanism can enable the lifting block 42 to slide on the guide rod 43 and extrude the first memory alloy 41 and the second damping spring 44, the impact in the lifting process of the lifting block 42 is released by the first memory alloy 41 and the second damping spring 44 matched with the second damper 45, so that the vibration driven by longitudinal waves is reduced, the transverse waves can enable the partition plate body 11 to move transversely and longitudinally immediately, the second vertical damper mechanism cooperates with the first vertical damper mechanism to enable the damper block 34 to shake on the first damper chamber 3, vibration impact force is reduced at the top of the partition plate body 11, a plurality of groups of movable blocks 51 are also used for extruding the second memory alloy 52, the second memory alloy 52 cooperates with the third damper 53, vibration impact force is reduced at the bottom of the partition plate body 11, meanwhile, the first damper springs 24 and the first dampers 25 are used for transversely damping the movable plate 21, the movable plate 21 is used for transversely damping the top and the bottom of the partition plate body 11 through the bottom plate 2, further transverse damping of the partition plate body 11 is achieved, the damping angle of the partition plate body 11 is enlarged through transverse damping, longitudinal damping and vertical damping of the partition plate body 11, the damping effect of the partition plate body 11 is improved, and the use safety of the partition plate body 11 is improved.

It will be evident to those skilled in the art that the utility model is not limited to the details of the foregoing illustrative embodiments, and that the present utility model may be embodied in other specific forms without departing from the spirit or essential characteristics thereof. The present embodiments are, therefore, to be considered in all respects as illustrative and not restrictive, the scope of the utility model being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.

Claims (10)

1. The subway station anti-seismic partition wall comprises a ground (1) and a top surface (12), wherein a partition plate body (11) is arranged between the ground (1) and the top surface (12), and is characterized in that the bottom and the top of the ground (1) are both provided with a transverse shock absorption mechanism, the transverse shock absorption mechanism comprises 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 movable plate (21), the lower surface of the movable 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), a first shock absorption spring (24) is fixedly connected to the surface of the ground (1), one end of the first shock absorption spring (24) far away from the ground (1) is fixedly connected to the movable plate (21), the surface of the first damper (25) is fixedly connected to the telescopic end of the first damper (25) is fixedly connected to the movable plate (21), the surface of the first damper (21) is fixedly connected to the sliding block (23), a longitudinal shock absorption mechanism (11) is arranged on the surface of the partition plate body, a longitudinal shock absorption mechanism (11) is arranged on the surface of the first shock absorption mechanism body, a reinforcing mechanism is arranged between the ground (1) and the partition plate body (11), and a reinforcing mechanism is also arranged between the ground (1) and the top surface (12).

2. The subway station anti-seismic partition wall according to claim 1, wherein the first longitudinal shock absorption mechanism comprises a first shock absorption chamber (3), the first shock absorption chamber (3) is arranged in the partition plate body (11), a fixing rod (31) is fixedly connected to the first shock absorption chamber (3), a swivel (32) is rotationally connected to the fixing rod (31) on the surface, a connecting rod (33) is fixedly connected to the swivel (32) on the surface, a damping block (34) is fixedly connected to the connecting rod (33) on the surface, a supporting block (35) is fixedly connected to the first shock absorption chamber (3), a limit rod (36) is fixedly connected to the supporting block (35), and a protection steel plate (37) is fixedly connected to the first shock absorption chamber (3).

3. The subway station anti-seismic partition wall according to claim 1, wherein 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 slidably connected to the guide rod (43), a second damping spring (44) is fixedly connected to the second damping chamber (4), one end, away from the second damping chamber (4), of the second damping spring is fixedly connected to the lifting block (42), a second damper (45) is fixedly connected to the second damping chamber (4), and a telescopic end of the second damper (45) is fixedly connected to the lifting block (42).

4. The subway station anti-seismic partition wall according to claim 1, wherein the second longitudinal shock absorption mechanism comprises a third shock absorption chamber (5), the third shock absorption chamber (5) is arranged in the partition plate body (11), a moving block (51) is connected to the third shock absorption chamber (5) in a sliding mode, 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 shock absorption chamber (5), and the telescopic end of the third damper (53) is fixedly connected to the moving block (51).

5. The subway station anti-seismic partition wall according to claim 4, wherein the reinforcing mechanism comprises a connecting block (6), the connecting block (6) is fixedly connected to the surface of the partition plate body (11), a reinforcing frame (61) is inserted on the surface of the connecting block (6), a clamping block (62) is fixedly connected to one end, far away from the connecting block (6), of the reinforcing frame (61), a mounting block (63) is embedded on the surface of the ground (1), and the clamping block (62) is inserted on the surface of the third damper (53).

6. The subway station anti-seismic partition wall according to claim 1, wherein the surface of the ground (1) is provided with T-shaped grooves, the movable plate (21) slides on the guide rail (23) through the sliding blocks (22), the movable plate (21) slides on the grooves of the ground (1), the movable plate (21) drives the partition plate body (11) to slide on the ground (1) through the bottom plate (2), and the first damping springs (24) and the first dampers (25) are provided with a plurality of groups and are linearly and uniformly arranged on two sides of the movable plate (21).

7. The subway station anti-seismic partition wall according to claim 2, wherein the fixing rod (31) rotates on the fixing 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 a "<" shape, the limiting rods (36) are provided with two groups, the two groups of limiting rods (36) limit the rotation direction of the connecting rod (33), the damping block (34) is in a cylindrical shape, the protective steel plate (37) is in a long plate shape, and the protective steel plate (37) is shielded on two sides of the damping block (34).

8. The subway station anti-seismic partition wall according to claim 3, wherein 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 overlapped and arranged on the second damping chamber (4), the first memory alloy (41) is provided with a plurality of groups and is distributed on the lifting block (42) linearly and uniformly, the lifting block (42) is parallel to a horizontal plane, the cross section of the first memory alloy (41) is in a funnel shape, and the second damper (45) is provided with a plurality of groups and is linearly and uniformly arranged.

9. The subway station anti-seismic partition wall according to claim 4, wherein the moving block (51) is slidably connected to the third damping chamber (5), the cross section of the second memory alloy (52) is funnel-shaped, the moving block (51) and the second memory alloy (52) are overlapped and arranged on the third damping chamber (5), the third dampers (53) are provided with a plurality of groups and are 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, wherein the surface of the ground (1) is provided with a clamping groove, the installation block (63) is embedded in the clamping groove of the ground (1), the surface of the installation block (63) is provided with a clamping groove, the clamping block (62) is welded on the clamping groove of the installation block (63), the surface of the connecting block (6) is provided with a clamping groove, one end, far away from the clamping block (62), of the clamping block (62) is welded on the clamping groove of the connecting block (6), and the whole reinforcing frame (61) is in a flag shape.