CN216552506U - Self-resetting seismic isolation support with vertical and multidirectional horizontal seismic isolation capabilities - Google Patents

Abstract

The utility model discloses a self-resetting seismic isolation support with vertical and multidirectional horizontal seismic isolation capacity, which comprises an upper connecting plate, a lower connecting plate, a central damper vertically arranged between the upper connecting plate and the lower connecting plate, and cross brace dampers circumferentially distributed between the upper connecting plate and the lower connecting plate along the central damper; the support has the advantages that the mechanical property which is approximately isotropic in the horizontal direction can be provided, meanwhile, vertical earthquake can be well resisted, the multidimensional composite shock insulation effect is achieved, the support can be favorable for dealing with the earthquake effect from different directions, meanwhile, the support has self-resetting capability after certain earthquake, and the complex earthquake effect can be better dealt with.

Description

Self-resetting seismic isolation support with vertical and multidirectional horizontal seismic isolation capabilities

Technical Field

The utility model relates to the field of building shock isolation, in particular to a self-resetting shock isolation support with vertical and multidirectional horizontal seismic isolation capabilities.

Background

An earthquake is a sudden and destructive natural disaster. Under the action of earthquake, the building structure is damaged in various forms of bending, shearing, torsion and the like, and generates overlarge plastic deformation. Generally, building structures collapse due to insufficient deformability. The seismic isolation technology is an effective way for avoiding or reducing the damage of a building structure caused by an earthquake, and seismic energy is reduced to be transmitted to an upper structure by arranging a seismic isolation layer or installing a seismic isolation support between a foundation and the upper structure, so that the seismic effect of the structure is reduced. Rubber bearings have been used in engineering as conventional seismic isolation bearings and have been proven to mitigate seismic effects to some extent. The composite rubber support improved by the rubber support has better shock insulation capability compared with the former.

However, at present, the domestic and foreign seismic isolation support is only effective for two-dimensional horizontal earthquakes which are vertical to each other, and lacks of seismic isolation capability for combined action of vertical earthquakes and multi-directional horizontal earthquakes. A large number of researches show that the earthquake action is very complex, and the peak value of the vertical earthquake dynamic acceleration can reach 1/3-1/2 of the horizontal acceleration, so that the vertical earthquake action has important influence on the earthquake resistance of the building structure; in addition, the earthquake wave monitoring data show that the earthquake has the characteristic of multidirectional effect on the building structure. On the other hand, the proposal of the tough earthquake-proof design concept requires that the earthquake-proof support has restorability. However, the rubber support widely used in the engineering at present has the defects of limited deformability and small elastic range, is easy to generate overlarge plastic deformation under the action of strong shock, brings great difficulty to repair work after the shock due to the lack of self-resetting capability, and sometimes even causes the overturning damage of a building structure. Therefore, the utility model discloses a have from restoring to throne and multidirectional shock insulation ability's isolation bearing is very necessary.

The chinese utility model patent with publication number CN108625655A discloses a built-in sliding friction type rubber bearing combined shock isolation device, which combines friction material with a lower connecting plate, combines a large diameter rubber bearing with a small diameter rubber bearing, realizes deformation control through the large diameter rubber bearing, and realizes vertical force bearing and sliding or friction energy consumption through the small diameter rubber bearing; the small rigidity is exerted when the earthquake happens frequently to ensure the whole shock absorption effect of the shock insulation structure, and the small-diameter rubber support can slide or rub under the action of the earthquake rarely happens to ensure that the small-diameter rubber support is not damaged by displacement overrun; when the shock insulation layer is deformed greatly, the small-diameter rubber support is blocked from sliding, so that later-stage rigidity can be provided, and the stability of the overall rigidity of the shock insulation layer is ensured; the device can increase energy consumption by friction sliding under the action of rare earthquakes, and the shock absorption effect of the shock insulation structure is improved. However, the seismic isolation support is only used for horizontal seismic isolation, does not consider the vertical seismic action, and has certain defects.

The utility model discloses a chinese utility model patent that publication number is CN210032111U discloses a shock insulation rubber support device with tensile function, including last guide rail system, lower rail system, go up shock insulation rubber support, shock insulation rubber support down, go up guide rail system, lower rail system respectively with last shock insulation rubber support, the mutual decoupling zero of shock insulation rubber support down, each other not tie-up, in addition go up guide rail system and lower rail system through the slip that guide rail and slider that it set up can mutually perpendicular on it, can guarantee to go up shock insulation rubber support and lower shock insulation rubber support and take place arbitrary horizontal motion, effectively alleviate shock insulation structure's seismic action, can also provide great tensile strength simultaneously, prevent that the structure from being damaged because of last shock insulation rubber support or lower shock insulation rubber support is pulled out and provide certain safe deposit. Although vertical seismic isolation is considered, the influence of multi-directional horizontal seismic action is not considered. In addition, the support lacks self-resetting capability and is not easy to repair after an earthquake.

The Chinese utility model patent with publication number CN111395568A discloses a replaceable shape memory alloy composite seismic isolation support, which comprises an upper connecting plate, a lower connecting plate, a laminated rubber support and a shape memory alloy stranded wire, namely an SMA stranded wire, wherein the upper connecting plate and the lower connecting plate are respectively fixed with the upper surface and the lower surface of the laminated rubber support through fixing bolts; high-strength nuts are welded on the inner sides of the upper connecting plate and the lower connecting plate on the front side and the rear side of the laminated rubber support along the longitudinal direction, and the shape memory alloy stranded wire sequentially penetrates through the high-strength nuts on the upper connecting plate and the lower connecting plate and then is fixed, so that the shape memory alloy stranded wire forms an M shape. The shape memory alloy stranded wire has higher energy consumption capability and self-resetting capability, and can effectively control the residual deformation of the support and the structure after the earthquake; compared with the traditional rubber support, the tensile strength is obviously improved, the large vertical deformation can be resisted, and the installation and the disassembly are convenient. The shock insulation support can simultaneously consider horizontal and vertical shock insulation, has good shock insulation capability, but cannot be used for the shock insulation of multidirectional horizontal earthquake action, and in addition, the support adopts SMA metal wires as deformation energy consumption materials, is easy to damage under the action of strong earthquake and has limited working capability.

In summary, the current seismic isolation technology has the following defects and shortcomings: 1. most of the existing shock insulation supports lack effective shock insulation measures for vertical earthquake action, but the vertical earthquake action cannot be ignored in the real earthquake action and needs to be considered; 2. at present, most of existing shock insulation supports are designed for the shock insulation of mutually vertical bidirectional horizontal earthquake action, but due to the complexity of earthquake, a building structure is usually subjected to multidirectional earthquake action, so that multidirectional shock insulation is required to be considered; 3. the traditional rubber shock insulation support has the defects of poor deformation capability and weak self-resetting capability, and large plastic deformation is easy to occur under strong shock, so that the engineering structure is overturned and damaged; in addition, the weak self-resetting capability can also reduce the service life of the shock-isolating support, and great difficulty is brought to post-earthquake repair, so that a novel shock-isolating support with strong self-resetting capability is needed.

SUMMERY OF THE UTILITY MODEL

In view of the above, the present invention provides a self-resetting seismic isolation bearing with vertical and multidirectional horizontal seismic isolation capabilities, which can provide approximately isotropic mechanical properties in the horizontal direction, can well resist vertical seismic, has a multidimensional composite seismic isolation effect, is beneficial to the bearing to cope with seismic effects from different directions, and can better cope with complex seismic effects.

The utility model discloses a self-resetting seismic isolation support with vertical and multidirectional horizontal seismic isolation capabilities, which comprises an upper connecting plate, a lower connecting plate, a central damper vertically arranged between the upper connecting plate and the lower connecting plate, and a cross brace damper circumferentially distributed between the upper connecting plate and the lower connecting plate along the central damper;

furthermore, the number of the SMA scissor-bracing dampers is at least 3, and the SMA scissor-bracing dampers are connected with one another through spherical hinge supports arranged on the upper connecting plate and the lower connecting plate;

furthermore, the SMA bridging damper comprises two SMA plates which are connected in a cross mode to form a bridging structure, the two axial ends of the two SMA plates are respectively connected with two-way spherical hinge supports arranged on the upper connecting plate and the lower connecting plate and can freely rotate in a plane formed by the two-way spherical hinge supports, and the distances between the two-way spherical hinge supports and the central damper are equal;

furthermore, the positions of the two-way spherical hinge supports on the upper connecting plate and the lower connecting plate are in vertical corresponding relation;

furthermore, the number of the SMA bridging dampers is 6, and the SMA bridging dampers are circumferentially distributed and connected along the central damper to form a hexagonal shape;

furthermore, the central damper comprises a central SMA rod, a lead core interlayer and a rubber outer layer which form a cladding layer structure from inside to outside, and inner connecting plates connected with the upper connecting plate and the lower connecting plate are arranged at two axial ends of the central damper;

further, the inner connecting plate is connected with the central damper in a vulcanization mode;

further, the inner connecting plate is fixedly connected with the upper connecting plate and the lower connecting plate through bolts;

furthermore, the upper connecting plate and the lower connecting plate are both in regular hexagon structures, and the bidirectional spherical hinge support is positioned near the inner angle position of the regular hexagon;

further, the upper connecting plate and the lower connecting plate are both steel plates.

The utility model has the beneficial effects that: the self-resetting seismic isolation support with the vertical and multidirectional horizontal seismic isolation capabilities, disclosed by the utility model, can provide approximately isotropic mechanical properties in the horizontal direction, can well resist vertical seismic, plays a multidimensional composite seismic isolation role, is beneficial to the support to deal with the seismic actions from different directions, can better deal with complex seismic actions, and simultaneously provides self-resetting capabilities after a certain seismic.

Drawings

The utility model is further described below with reference to the following figures and examples:

FIG. 1 is a schematic structural view of the present invention;

FIG. 2 is a front view of the present invention;

FIG. 3 is a side view of the present invention;

FIG. 4 is a sectional view taken along line A-A;

FIG. 5 is a sectional view taken along line B-B;

FIG. 6 is a cross-sectional view taken along line C-C.

Wherein, 1-connecting the board; 2-a lower connecting plate; 3-a bidirectional spherical hinge support; 4-connecting bolt holes; 5-fixing bolt holes; 6-inner connection plate; 7-rubber outer layer; 8-lead sandwich; 9-center SMA rod; 10-SMA plates; 11-connecting pin bolt holes; 12-SMA composite dampers; 13-SMA scissor-stay dampers.

Detailed Description

FIG. 1 is an elevational view of the present invention; FIG. 2 is a front view of the present invention; FIG. 3 is a side view of the present invention;

FIG. 4 is a sectional view taken along line 1-1; FIG. 5 is a cross-sectional view taken along line 2-2; fig. 6 is a cross-sectional view taken along line 3-3. As shown in the figure: the self-resetting seismic isolation support with the vertical and multidirectional horizontal seismic isolation capacity comprises an upper connecting plate 1, a lower connecting plate 2, a central damper vertically arranged between the upper connecting plate 1 and the lower connecting plate 2, and SMA scissor-bracing dampers 13 circumferentially distributed between the upper connecting plate 1 and the lower connecting plate 2 along the central damper; the upper connecting plate 1 and the lower connecting plate 2 are connected with a wall body, a central damper is arranged between the upper connecting plate 1 and the lower connecting plate 2, and the SMA scissor-strut damper 13 is connected with the upper connecting plate 1 and the lower connecting plate 2 and is positioned in a space formed by the upper connecting plate 1 and the lower connecting plate 2 on the periphery of the central damper. The central damper can provide bigger vertical supporting force, is more favorable to the stability of erection support rear structure thing, and central damper can be used for resisting vertical seismic action in addition, compares in traditional support and can only resist horizontal effect, can provide the compound shock insulation ability of multidimension, is favorable to handling complicated seismic action. SMA has two major physicomechanical characteristics: the shape memory effect and the super-elastic effect can provide larger elastic deformation capacity and self-resetting capacity under the earthquake, compared with the traditional shock insulation support, the shock insulation support can provide larger elastic area and energy consumption capacity, and can realize self-resetting after the earthquake. The SMA scissor-stay dampers 13 mainly provide horizontal shock isolation capability and can provide mechanical properties that are approximately isotropic in the horizontal direction.

In this embodiment, at least 3 SMA scissor dampers are provided, and the SMA scissor dampers 13 are connected to each other through spherical hinge supports arranged on the upper connecting plate 1 and the lower connecting plate 2; the mode of adopting the ball pivot to connect, it is comparatively convenient to install and dismantle, can restore through changing the ball pivot support when restoreing after the earthquake after consequently damaging, has improved the steadiness of isolation bearing greatly.

In this embodiment, the SMA scissor-bracing damper 13 includes two SMA plates 10 connected in a cross manner to form a scissor-bracing structure, two axial ends of the two SMA plates 10 are respectively connected to two-way spherical-hinge supports 3 disposed on the upper connecting plate 1 and the lower connecting plate 2 and can freely rotate in a plane formed by the two-way spherical-hinge supports 3, and the distances between the two-way spherical-hinge supports 3 and the central damper are equal; the two-way spherical hinge support 33 is used for fixing the SMA plate 10 and providing the capability of the SMA plate 10 to rotate in space, the same two-way spherical hinge support 3 is arranged on the upper surface of the lower connecting plate 2 at a position symmetrical to the lower surface of the upper connecting plate 1 and used for fixing the other end of the SMA plate 10, and one SMA plate 10 starts from one two-way spherical hinge support 3 of the upper connecting plate 1 and is fixed on the two-way spherical hinge support 3 which is positioned on the upper surface of the lower connecting plate 2 and corresponds to the two-way spherical hinge support 3; meanwhile, the other SMA plate 10 positioned on the parallel plane symmetrically starts from the bidirectional spherical hinge support 3 on the upper surface of the lower connecting plate 2 on the same side, the bidirectional spherical hinge support 3 fixed on the lower surface of the upper connecting plate 1 on the side is provided with a connecting pin bolt hole 11 at the overlapped part of the two SMA plates 10, and the two SMA plates are connected by bolts to form the scissor-strut SMA damper. The cross brace SMA dampers are distributed along the periphery of the central damper to form a polygonal structure. When the earthquake action takes place, horizontal deformation and torsion action can take place for novel isolation bearing, and SMA bridging attenuator 13 that arranges along a plurality of directions also takes place corresponding deformation, and at this moment, because the shape memory that SMA bridging attenuator 13 adopted closes some hyperelasticity and shape memory effect of gold, just can play the effect of consuming energy under the earthquake, keeps superstructure not destroyed to reach the effect of energy dissipation shock attenuation. In addition, the SMA also has strong restoring capability, so that the novel shock insulation support has self-resetting capability. The SMA scissor-strut dampers 13 mainly provide horizontal shock isolation capability, the upper and lower connecting plates 2 are staggered in the horizontal direction, so that the SMA plates 10 forming the SMA scissor-strut dampers 13 are deformed in the horizontal direction, at the moment, the deformation of the SMA plates 10 can be bent and deformed and consume energy, in addition, the SMA scissor-strut dampers 13 in the polygonal support direction are arranged at the same time, so that the shock isolation support still has shock isolation reliability in multiple directions under the action of multidirectional horizontal earthquake, the SMA scissor-strut dampers 13 arranged in multiple directions cooperatively deform under the action of multidirectional horizontal earthquake to consume energy generated by the earthquake action together, and the energy generated by the earthquake action is consumed by the deformation of the SMA plates 10, so that the upper structure can achieve the shock isolation effect on the action of the horizontal earthquake, and the upper structure is effectively protected under the horizontal earthquake.

In this embodiment, the positions of the bidirectional spherical hinge supports 3 on the upper connecting plate 1 and the lower connecting plate 2 are in a vertical corresponding relationship; the number of the SMA bridging dampers 13 is 6, and the SMA bridging dampers are circumferentially distributed and connected along the central damper to form a hexagonal shape; the SMA scissor-bracing dampers 13 can be arranged along six directions, and compared with a common quadrilateral arrangement method, the hexagonal arrangement provides approximately isotropic mechanical properties in the horizontal direction for the support, so that the support is more favorable for dealing with seismic actions from different directions, and can better deal with complex seismic actions. When the earthquake action occurs, the novel shock insulation support can generate horizontal deformation and torsion action, and the SMA scissor-bracing dampers 13 arranged along 6 directions also generate corresponding deformation. The arrangement of the SMA scissor-strut dampers 13 in the direction of the hexagonal support is carried out simultaneously, so that the shock insulation support still has shock insulation reliability in multiple directions under the action of a multidirectional horizontal earthquake, the SMA scissor-strut dampers 13 arranged in six directions deform in a coordinated mode under the action of the multidirectional horizontal earthquake to jointly consume energy generated by the action of the earthquake, and the energy generated by the action of the earthquake is consumed by deformation of the SMA plate 10, so that the upper structure can achieve the shock insulation effect on the action of the horizontal earthquake, and the upper structure is effectively protected under the horizontal earthquake.

In the embodiment, the central damper comprises a central SMA rod 9, a lead core interlayer 8 and a rubber outer layer 7 which form a cladding layer structure from inside to outside, and inner connecting plates 6 connected with the upper connecting plate 1 and the lower connecting plate 2 are arranged at two axial ends of the central damper; the inner connecting plate 6 is connected with the central damper in a vulcanization mode; the inner connecting plate 6 is fixedly connected with the upper connecting plate 1 and the lower connecting plate 2 through bolts; the central damper is composed of an inner connecting plate 6, an outer rubber layer 7, an inner lead core interlayer 8 and a central SMA rod 9, the inner lead core interlayer 7, the lead core interlayer 8 and the SMA rod are sequentially arranged from outside to inside, the upper end and the lower end of a composite layer are respectively connected with the inner connecting plate 6, the inner connecting plate 6 and the composite layer are connected through vulcanization, and fixing bolt holes 5 which are located at the same positions as the upper connecting plate 2 and the lower connecting plate 2 are formed in the inner connecting plate 6 and are used for being connected with the upper connecting plate 2 and the lower connecting plate 2. And the upper surface of the upper connecting plate 1 and the lower surface of the lower connecting plate 2 are provided with connecting bolt holes 4 and fixing bolt holes 5, wherein the connecting bolt holes 4 are used for being connected with a structural wall, and the fixing bolt holes 5 are used for connecting the upper and lower connecting plates 2 with the SMA composite damper 12. When receiving vertical earthquake effect, central attenuator mainly provides vertical shock insulation ability, and the outer layer 7 of rubber and inside lead core intermediate layer 8 that constitute central attenuator provide enough vertical support ability, have guaranteed the support validity of shock insulation support under vertical earthquake effect, and on this basis, central SMA stick 9 takes place vertical tension-compression deformation and consumes the earthquake kinetic energy that vertical earthquake effect leads to this reduces superstructure's dynamic response and corresponding destruction, has realized the shock insulation ability under the vertical earthquake effect with this mode.

In this embodiment, the upper connecting plate 1 and the lower connecting plate 2 are both in a regular hexagon structure, and the bidirectional spherical hinge support 3 is located near an inner angle position of the regular hexagon; in this embodiment, the upper connecting plate 1 and the lower connecting plate 2 are both steel plates. The lower surface of the upper connecting plate 1 is connected with two-way spherical hinge supports 3 at symmetrical positions of 6 corners by bolts, the two-way spherical hinge supports 3 are used for fixing an SMA plate 10 and providing the capability of the SMA plate 10 to rotate in space, the same two-way spherical hinge supports 3 are arranged at symmetrical positions of the upper surface of the lower connecting plate 2 relative to the lower surface of the upper connecting plate 1 and are used for fixing the other end of the SMA plate 10, one SMA plate 10 starts from the two-way spherical hinge support 3 at one corner, and the two-way spherical hinge support 3 at the edge of the SMA plate is positioned on the upper surface of the lower connecting plate 2; meanwhile, the other SMA plate 10 positioned on the parallel plane symmetrically starts from the bidirectional spherical hinge support 3 on the upper surface of the lower connecting plate 2 on the same side, and is fixed on the bidirectional spherical hinge support 3 on the lower surface of the upper connecting plate 1 on the side. The upper and lower connecting plates 2 are hexagonal steel plates, and the hexagons provide the support with approximately isotropic mechanical properties in the horizontal direction, so that the support can better cope with seismic actions from different directions.

The above-mentioned embodiment adopts SMA bridging can design according to different engineering structure is nimble to adopt bolted connection and the mode of ball pivot connection, it is comparatively convenient to install and dismantle, consequently can repair through the mode of changing connecting pin bolt or changing ball pivot support and SMA composite damper 12 after damaging when repairing after the earthquake, has improved the steadiness of isolation bearing greatly.

The utility model relates to a shock absorption method of a self-resetting shock insulation support with vertical and multidirectional horizontal seismic insulation capabilities, which takes a certain high-rise building structure for installing the support as an example, and comprises the specific implementation steps of installation, shock insulation and resetting, wherein the following three steps are respectively described.

1) Mounting of

The process can be specifically divided into the following two parts:

1. the parts of the vibration isolation support are combined in a bolt connection mode, the combination method refers to the content of the specific embodiment, the lower connecting plate 2 and the lower connecting plate 2 are kept on the same plane during combination, and lubricating oil is coated on the connecting bolt holes 4 and the connecting pin bolt holes 11 on the upper surface and the lower surface of the upper connecting plate and the lower surface of the lower connecting plate so as to ensure that bolt connection is smooth and alignment is carried out. And after the connection is finished, whether the upper and lower connecting plates 2 are horizontally arranged is detected by using a leveling rod. After horizontal connection is ensured, the seismic isolation support is aligned in advance at the position of the prefabricated connecting bolt hole 4 on the top surface of the foundation, and preparation is made for installation of the seismic isolation support.

2. The combined shock insulation support is arranged between the upper structure and the lower foundation in a bolt connection mode, and the central lines of the shock insulation support and the outer wall of the upper structure are ensured to be positioned in the same plane during installation.

Particularly, set up high strength concrete cushion in order to provide the bearing capacity at basic top surface, then utilize the gypsum to level at the concrete cushion surface, ensure that the isolation bearing is the level and settles. Then, when the superstructure is installed, the bolt holes 4 for connecting the upper surface of the upper connecting plate 1 and the lower surface of the lower connecting plate 2 are respectively connected by bolts.

Generally, the construction and installation of the support can be carried out in an auxiliary way by referring to the installation steps of a common rubber support, and all components of the vibration isolation support, an upper structure and a foundation are kept horizontal in the whole installation process.

2) Shock insulation

When the shock absorber is subjected to the action of a horizontal earthquake, the SMA scissor-strut dampers 13 mainly provide horizontal shock insulation capability, the upper connecting plate 2 and the lower connecting plate 2 are dislocated in the horizontal direction, causing the SMA plate 10 constituting the SMA scissor dampers 13 to deform in the horizontal direction, at which time the deformation of the SMA plate 10 can yield and dissipate energy, and, in addition, because the SMA scissor-strut dampers 13 in the direction of the hexagonal support are arranged at the same time, the shock insulation support still has shock insulation reliability in multiple directions when facing the action of a multi-direction horizontal earthquake, under the action of a multi-directional horizontal earthquake, the SMA scissor-strut dampers 13 arranged in six directions cooperatively deform to jointly consume energy generated by the earthquake action, and because the energy generated by the earthquake action is consumed by the deformation of the SMA plate 10, therefore, the upper structure can achieve the shock insulation effect on the horizontal earthquake, and the upper structure is effectively protected under the horizontal earthquake.

When vertical earthquake action is received, the SMA composite damper 12 mainly provides vertical shock insulation capacity, the inner rubber layer and the inner lead core which form the SMA composite damper 12 provide enough vertical supporting capacity, and the supporting effectiveness of the shock insulation support under the vertical earthquake action is ensured.

3) Reduction of position

The central SMA rod in the SMA composite damper 12 and the SMA plate 10 in the SMA scissor-strut damper 13 have hyperelasticity and shape memory effects, so that the self-resetting capability of the seismic isolation support is ensured. Therefore, after the earthquake action is finished, the shock insulation support can realize self-resetting, excessive residual deformation easily generated in the traditional shock insulation process is reduced, and long-term shock resistance of the engineering structure is facilitated.

Finally, the above embodiments are only for illustrating the technical solutions of the present invention and not for limiting, although the present invention has been described in detail with reference to the preferred embodiments, it should be understood by those skilled in the art that modifications or equivalent substitutions may be made to the technical solutions of the present invention without departing from the spirit and scope of the technical solutions of the present invention, and all of them should be covered in the claims of the present invention.

Claims (10)

1. The utility model provides a from recovering vibration isolation bearing with vertical and multidirectional horizontal seismic isolation ability which characterized in that: the device comprises an upper connecting plate, a lower connecting plate, a central damper vertically arranged between the upper connecting plate and the lower connecting plate, and SMA scissor-bracing dampers circumferentially distributed between the upper connecting plate and the lower connecting plate along the central damper.

2. A self-resetting seismic isolation mount having vertical and multi-directional horizontal seismic isolation capability according to claim 1, wherein: the number of the SMA bridging dampers is at least 3, and the SMA bridging dampers are connected with each other through spherical hinge supports arranged on the upper connecting plate and the lower connecting plate.

3. A self-resetting seismic isolation mount having vertical and multi-directional horizontal seismic isolation capability according to claim 2, wherein: the SMA bridging damper comprises two SMA plates which are connected in a cross mode to form a bridging structure, the two axial ends of the two SMA plates are respectively connected with two-way spherical hinge supports arranged on the upper connecting plate and the lower connecting plate and can freely rotate in a plane formed by the two-way spherical hinge supports, and the distances between the two-way spherical hinge supports and the central damper are equal.

4. A self-resetting seismic isolation mount having vertical and multi-directional horizontal seismic isolation capability according to claim 3, wherein: the two-way spherical hinge supports on the upper connecting plate and the lower connecting plate are in vertical corresponding relation.

5. The self-resetting seismic isolation mount with vertical and multi-directional horizontal seismic isolation capability of claim 4, wherein: the number of the SMA bridging dampers is 6, and the SMA bridging dampers are distributed and connected along the circumferential direction of the central damper to form a hexagonal shape.

6. A self-resetting seismic isolation mount having vertical and multi-directional horizontal seismic isolation capability according to claim 5, wherein: the central damper comprises a central SMA rod, a lead core interlayer and a rubber outer layer which form a composite layer structure from inside to outside, and inner connecting plates connected with the upper connecting plate and the lower connecting plate are arranged at two axial ends of the central damper.

7. A self-resetting seismic isolation mount having vertical and multi-directional horizontal seismic isolation capability according to claim 6, wherein: the inner connecting plate is connected with the central damper in a vulcanization mode.

8. A self-resetting seismic isolation mount having vertical and multi-directional horizontal seismic isolation capability according to claim 7, wherein: the inner connecting plate is fixedly connected with the upper connecting plate and the lower connecting plate through bolts.

9. A self-resetting seismic isolation mount having vertical and multi-directional horizontal seismic isolation capability according to claim 8, wherein: the upper connecting plate and the lower connecting plate are both of regular hexagon structures, and the bidirectional spherical hinge support is located near the inner angle position of the regular hexagon.

10. A self-resetting seismic isolation mount having vertical and multi-directional horizontal seismic isolation capability according to claim 9, wherein: the upper connecting plate and the lower connecting plate are both steel plates.

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