KR20220025446A - Seismic isolator with reinforced vertical damping based on frictional resistance - Google Patents

Abstract

Disclosed is a vertical damping reinforcement type seismic isolation apparatus based on frictional resistance. In accordance with the present invention, the vertical damping reinforcement type seismic isolation apparatus based on frictional resistance includes: a lower plate installed in an upper end part of a lower structure; an upper plate installed in a lower end part of an upper structure while kept spaced apart from the lower plate; a horizontal damping part of an elastic material installed on the lower plate to damp vibrations while being elastically deformed to left and right sides in accordance with horizontal vibrations delivered from the upper and lower structures; a first vertical damping part damping vibrations through a plurality of elastic cylinders penetrating the horizontal damping part, and an operation member combined with the upper plate to move linearly while forming viscosity resistance with fluids in the cylinder in accordance with vertical vibrations delivered from the upper and lower structures, while kept inserted in the elastic cylinders; and a protection cover provided to surround the lower plate, the upper plate, the horizontal damping part and the first vertical damping part. In accordance with the present invention, the horizontal vibrations delivered from the upper and lower structures are primarily relieved or damped, and, through the first vertical damping part of the operation member installed to move linearly while forming the viscosity resistance with the fluids in the cylinder, the vertical vibrations are compensated with a material and a method independent and different from the damping operation of the horizontal damping part, and are secondarily relieved or damped to improve damping performance for stereoscopic vibrations in horizontal and vertical directions as well as improve the stability of the structure.

Description

SEISMIC ISOLATOR WITH REINFORCED VERTICAL DAMPING BASED ON FRICTIONAL RESISTANCE

The present invention relates to a vertical damping reinforcement type seismic isolator based on frictional resistance, and to a seismic isolator capable of three-dimensionally damping vibrations in the vertical direction as well as horizontal vibrations.

Recently, due to the increasing trend of seismic activity and the increase in natural disasters due to global climate change, and the increase in uncertainty about them, the introduction of safety facilities or facilities above a certain level for structures is increasingly strictly required in recent structural construction. there is.

In spite of this trend, until recently, due to the old perception that Korea is a safe country from earthquakes among various natural phenomena, active investment and encouragement for R&D such as structure optimization design and collapse prevention were not sufficiently made. Currently, most of domestic structures and various facilities are in a situation where they are more vulnerable to unpredictable natural disasters such as earthquakes and typhoons.

However, as the construction of large structures such as high-rise buildings and long bridges has recently become more common and increased compared to the past, the structure itself absorbs vibration energy directly to secure the safety of the structure from external loads (earthquakes, typhoons). An earthquake-resistant design has been developed and applied.

In addition, research and development for various vibration damping or isolating devices capable of dissipating the vibration energy flowing into the structure are being actively conducted.

For example, in the case of a bridge, the seismic isolation system (lead seismic isolation bearing) disclosed in Korean Patent Registration No. 10-1007694 (registration date: January 05, 2011) is installed between the upper plate and the pier constituting the bridge, so that the pier However, it effectively prevents damage to the bridge from vibration energy transmitted to the upper plate.

However, the seismic isolation system disclosed in Republic of Korea Patent No. 10-1007694 (registration date: January 05, 2011) attenuates the vibration through the deformation of the elastic body 30 in the central part inclined to the left and right in response to the horizontal vibration. However, on the other hand, there is a problem in that the structure is slightly settling down, and there is a problem in that sufficient vibration damping for vertical vibration is not achieved due to the limitation by the metal plate 32 .

Therefore, there is a need for structural improvement of the existing seismic isolation system, which causes various problems as described above.

Republic of Korea Patent No. 10-1007694 (Registration Date: January 05, 2011)

An object of the present invention is a vertical damping reinforcement type based on frictional resistance that can be buffered or damped three-dimensionally and overlappingly by supplementing and distinguishing horizontal and vertical vibrations transmitted between structures with different materials and damping methods. To provide a seismic isolator.

The object is, the lower plate is installed on the upper end of the lower structure; an upper plate installed at the lower end of the upper structure while being spaced apart from the lower plate; a horizontal damping part of an elastic material installed on the lower plate and elastically deformed left and right according to the horizontal vibration transmitted from the upper and lower structures to damp the vibration; A plurality of elastic cylinders installed through the horizontal damping unit, and the upper plate to form frictional resistance according to the vibrations in the vertical direction transmitted from the upper and lower structures in the state inserted into the elastic cylinder, and to move linearly with respect to the elastic cylinder a first vertical damping unit for damping vibration by an operation member coupled to the; and a protective cover provided to surround the lower plate, the upper plate, the horizontal damping part and the first vertical damping part.

The elastic cylinder is made of polyurethane as a material in a cylindrical shape with an open top, and the operation member includes: a ball head rotatably coupled to a lower surface of the upper plate by a ball joint; a rod member extending from the ball head to form frictional resistance with the elastic cylinder; and a pressing protrusion formed to protrude along the outer peripheral surface of the lower end of the bar member to form a sealing force with respect to the inner peripheral surface of the elastic cylinder.

In an area of the protective cover corresponding to the operating range of the first vertical attenuation unit, a wrinkle portion having a bellows structure may be formed to guide the smooth operation of the first vertical attenuation unit.

The horizontal damping part is installed on the lower plate by being integrally laminated with an elastic plate and a metal plate, and between the upper plate and the horizontal damping part, up and down according to the vibrations in the vertical direction transmitted from the upper and lower structures. and a second vertical damping unit for damping vibration may be interposed.

The operation member may be made of lead, which is complementary in shape in response to vibration exceeding the damping ability of the horizontal damping part or the first vertical damping part.

In the inner space surrounded by the protective cover, a lubricating material for smooth operation of the horizontal damping part and the first and second vertical damping parts, and a phase change material for variable damping operation according to temperature change are mixed and filled with each other can be

According to the present invention, the horizontal vibration transmitted from the upper and lower structures is primarily buffered or attenuated due to the horizontal damping part of the elastic material installed on the lower plate spaced apart from the upper plate, and the elastic thread is inserted into the elastic cylinder. Vibration in the vertical direction is independent of the damping operation of the horizontal damping part through the first vertical damping part including the actuating member installed to move linearly and forming frictional resistance with the slider, and is supplemented by a different material and method, and is secondary The problem of the supported superstructure sinking downward during left and right vibrations can be effectively solved, and the stability of the structure can be improved due to the improvement of the damping performance for three-dimensional vibrations in the horizontal and vertical directions.

1 is a perspective view of a vertical damping reinforcement type seismic isolator based on frictional resistance according to an embodiment of the present invention.
FIG. 2 is an exploded view of FIG. 1 ;
3 is a partial cross-sectional view of a portion of FIG. 1 ;
4 is an operation state diagram showing the state in which the seismic isolator of FIG. 1 moves left and right according to the vibration in the horizontal direction.
5 and 6 are operational state diagrams respectively illustrating a state in which the vibration isolator of FIG. 1 moves up and down or inclines according to vibration in the vertical direction.
7 is a front view showing the bridge structure in which the seismic isolator of FIG. 1 is installed.

Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings. However, in describing the present invention, descriptions of already known functions or configurations will be omitted in order to clarify the gist of the present invention.

1 is a perspective view of a vertical damping reinforcement type seismic isolator based on frictional resistance according to an embodiment of the present invention; FIG. 2 is an exploded view of FIG. Fig. 1 is an operational state diagram showing the state in which the seismic isolator of Fig. 1 moves left and right according to the vibration in the horizontal direction, and Figs. Each is an operational state diagram, and FIG. 7 is a front view showing the bridge structure in which the seismic isolator of FIG. 1 is installed.

Top (top), bottom (bottom), left and right (side or lateral), front (front, front), rear (back, back), etc., which refer to directions in the description and claims of the invention, etc. are not used for limiting rights For convenience of explanation, it is determined based on the relative positions between the drawings and the configuration, and the three axes may be rotated to correspond to each other and changed, except where specifically limited otherwise.

The vertical damping reinforcement type seismic isolator based on frictional resistance according to the present invention is independent of the horizontal vibration transmitted to a structure shaken by an external force (earthquake, typhoon) generated from the outside, as well as the vertical vibration. It is an invention devised to compensate for and dampen or buffer with different materials and methods, whereby the damping performance for three-dimensional vibration can be improved compared to the prior art.

In order to implement the above-described functions or actions in detail, the vertical damping reinforcement type seismic isolator 100 according to the embodiment of the present invention includes a lower plate 110, an upper plate ( 120), the horizontal attenuation unit 130, the first vertical attenuation unit 140, the protective cover 150 and the second vertical attenuation unit 160 and the like may be included.

Hereinafter, each of the above-mentioned components will be described in detail.

First, the lower plate 110 and the upper plate 120, the three-dimensional vibration (HF, VF) transmitted from the lower structure 30 or the upper structure 20, a horizontal damping unit 130 or first and second vertical damping to be described later As a plate-shaped component provided to be completely transmitted to the damping means such as the parts 140 and 160, as shown in FIGS. 4 to 6, the lower structure 30 and the upper structure 20 are spaced apart from each other, respectively. It may be combined or installed to form an integral body.

Although not specifically shown, these lower plate 110 and upper plate 120 are made of a solid metal plate 134 with a flange extended to the outside, and a plurality of anchor bolts or bolts/nuts passing through the flange by fastening means such as bolts/nuts. Each may be firmly coupled to the upper end of the lower structure 30 and the lower end of the upper structure (20).

In the present invention, the vibrations (HF, VF) transmitted through the lower plate 110 and the upper plate 120 are derived from the lower structure 30 and the upper structure 20, but due to these vibrations (HF, VF) Since the lower plate 110 and the upper plate 120 are spaced up and down or staggered left and right are relative to each other, whether the source of the vibrations (HF, VF) is the lower structure 30 or the upper structure 20 is not specifically distinguished. do.

The horizontal damping unit 130 is a component made of an elastic material that is elastically deformed left and right according to the vibration (HF) in the horizontal direction transmitted from the upper and lower structures 20 and 30 and attenuates the vibration, the lower plate 110 . It is installed to be integrated with the lower plate 110 to receive the vibrations (HF, VF) of the lower structure 30 .

This horizontal damping unit 130 is compressible up and down, elastic deformation in which the upper and lower surfaces move relative to left and right, respectively, is possible, and when the external force, that is, vibration (HF, VF) is removed, the original shape Polyurethane, a thermoplastic high molecular compound with a urethane bond that can be restored with

Here, since polyurethane can easily implement a wide range of elasticity and has excellent durability through a change in strength according to a composition of a polymer compound and control of an additive content, the seismic isolator 100 according to the present invention has various properties and elasticity. By appropriately selecting or replacing the individually manufactured polyurethane block, it is possible to variously vary the restoration ability and vibration damping ability of the horizontal damping unit 130 as needed.

However, the horizontal damping unit 130 according to an embodiment of the present invention is dedicated to the damping function for the horizontal vibration (HF) rather than the vertical direction vibration (VF), as shown in Figs. Likewise, the elastic plates 132 and the metal plates 134 arranged in the upper and lower positions are alternately stacked and manufactured in an integrated form.

Here, the integration between the elastic plate 132 and the metal plate 134 is made by being mutually coupled by an adhesive material such as epoxy or the like or a bolt passing through the laminated elastic plate 132 and the metal plate 134 and pressing and fixing them. / It may be made by a fastening means such as a nut or wire.

On the other hand, the reason that the metal plate 134 is interposed between the elastic plates 132 instead of only the elastic plate 132 is that the elastic deformation of the elastic plate 132 in the vertical direction is supported by the metal plate 134 . In order to accurately guide the direction of deformation so that each elastic plate 132 is relatively tensioned with respect to the metal plate 134 with respect to the horizontal component vibration (HF) and elastically deformed (TD) and restored. am.

The elastic plate 132 according to the embodiment of the present invention, as described above, can be manufactured in a plate shape using polyurethane, which is a thermoplastic polymer compound having a urethane bond, as a material, and is individually manufactured with various properties and elasticity. By appropriately selecting or combining the plates, it is possible to variously vary the restoration ability and vibration damping ability of the horizontal damping unit 130 as needed.

Due to the laminated structure of the elastic plate 132 and the metal plate 134 , the horizontal component vibration HF among the vibrations HF and VF transmitted from the upper and lower structures 20 and 30 is shown in FIG. 4 . As shown, the horizontal attenuation unit 130 and the protective cover 150 itself are attenuated primarily through the vibration (VF) of the remaining vertical components, as shown in FIGS. 5 and 6, the first to be described later, 2 The vertical damping units 140, 160, the protective cover 150 itself, etc. are dispersed and sequentially or overlappingly buffered or attenuated, so that the damping process for the vibrations (HF, VF) can be efficiently and overlapped.

As described above, the horizontal damping unit 130 installed on the lower plate 110 is accommodated inside the seismic isolator 100 by the protective cover 150 provided to surround the lower plate 110 and the upper plate 120 . By blocking the contact with the outside air, it is possible to reduce the deformation or deterioration of the elastic material (elastic plate 132 or polyurethane block) due to the external environment.

The protective cover 150 is made of an elastic material so that it can be deformed together according to the deformation (TD, CD) of the above-described horizontal attenuation unit 130 or the first and second vertical attenuation units 140 and 160 to be described later, It may be firmly coupled to the lower plate 110 , the upper plate 120 , and the horizontal damping unit 130 by a predetermined fastening means such as a bolt or an adhesive material.

On the other hand, in the protective cover 150 as described above, a wrinkle portion (not shown) of the bellows structure may be formed along an area corresponding to the operating range of the first vertical damping unit 140 to be described later. This is to guide the smooth operation of the vertical damping unit 140 .

The first vertical damping unit 140 is a component that linearly moves up and down in response to the vibration (VF) in the vertical direction transmitted from the upper and lower structures 20 and 30 and attenuates the vibration, and has a predetermined elasticity. It may be formed of a damper structure using frictional resistance (FR) between a synthetic resin (or rubber) and a dissimilar material such as a metal.

In order to implement the damper structure as described above in detail, the first vertical damping part 140 according to an embodiment of the present invention, as shown in FIGS. 2 and 3, includes an elastic cylinder 142 and an operating member ( 144) and the like.

The elastic cylinder 142 is inserted inside and forms a frictional resistance (FR) with the operation member 144 that relatively linearly moves according to the vibration (VF) in the vertical direction of the upper and lower structures 20 and 30 to form a damper. As a component that performs a function, that is, a damping function, a plurality of components are made of a tubular elastic material with an open upper side, and may be installed through the horizontal damping unit 130 described above, respectively.

At this time, the elastic cylinder 142 may be made of polyurethane having elasticity as described above, and evenly space between the upper plate 120 and the horizontal damping unit 130 together with an operation member 144 to be described later. At least three or more may be provided to support it.

This elastic cylinder 142 is appropriately deformed in response to the damping operation of the horizontal damping part 130 that is elastically deformed (TD) or inclined to the left and right as shown in FIG. 4 or FIG. 6 , and an operation member 144 to be described later ) to guide the linear movement of

The operation member 144, in the state inserted into the above-described elastic cylinder 142, according to the vibration (VF) in the vertical direction transmitted from the upper and lower structures 20 and 30, the elastic cylinder 142 and the friction resistance (FR) ) and it is a component that attenuates vibration (VF) by linear movement.

The operation member 144 is provided in a number corresponding to the above-described elastic cylinder 142, the upper end is rotatably coupled to the lower surface of the upper plate 120, and the lower end is a rod inserted into the opening of the elastic cylinder 142 It can be made in the shape.

Specifically, the operation member 144 according to the embodiment of the present invention, as shown in Figures 2 and 3, to be configured to include a ball head (144a), a rod member (144b) and a pressing protrusion (144c). can

At this time, the ball head 144a is a component rotatably coupled to the lower surface of the upper plate 120 by a ball joint, which is deformed according to three-dimensional vibrations (HF, VF) transmitted from the upper and lower structures 20 and 30 . This is to enable the operation member 144 to freely rotate and interact with the elastic cylinder 142 in response to the horizontal damping part 130 or the relatively inclined upper plate 120 and the lower plate 110 .

The rod member 144b is a component that is formed extending from the ball head 144a to form a frictional resistance FR with the elastic cylinder 142 and is inserted into the elastic cylinder 142 .

The length of the bar member 144b is a factor determining the damping width for the vibration VF in the vertical direction, and the cross-sectional diameter of the bar member 144b is the frictional resistance (FR) in relation to the inner diameter of the elastic cylinder 142. ), if it is properly adjusted, the damping ability of the seismic isolator 100 in the vertical direction can be varied in various ways.

The pressing protrusion 144c is a component that is formed to protrude along the outer circumferential surface of the lower end of the above-described bar member 144b to form a sealing force with respect to the inner circumferential surface of the elastic cylinder 142 .

Due to the pressing protrusion 144c, frictional resistance FR is basically generated between the operating member 144 and the elastic cylinder 142 due to contact or pressure contact, as well as the sealed lower part of the elastic cylinder 142. Compression resistance (refer to (a) of FIG. 5) or expansion resistance (refer to (b) of FIG. 5) is generated in the space according to the movement of the operating member 144, which acts as a damping force against the vibration (VF) in the vertical direction. will do

The operation member 144 as described above may be made of a solid metal, but the operation member 144 according to the embodiment of the present invention has the damping ability of the horizontal damping part 130 or the first vertical damping part 140 . It can be made of lead, which can be complementedly deformed in response to vibrations exceeding the .

That is, the actuating member 144 made of lead material exceeds the elastic resistance TD of the horizontal damping part 130 or the frictional resistance FR of the first vertical damping part 140 in the horizontal or vertical direction vibration (HF, VF) reacts additionally to shape change.

The lead material actuating member 144 is made of lead that can be restored to its original shape through recrystallization and molecular restoration after being deformed by an external force at room temperature of about 20° C., the upper and lower structures 20, After absorbing the vibration in a way that it is bent or distorted in one direction by the horizontal or vertical vibration (HF, VF) applied from 30), it is gradually restored to its original straight shape at room temperature when the vibration is removed will do

The second vertical damping part 160 is interposed between the upper plate 120 and the horizontal damping part 130 and deforms vertically according to the vibration (VF) in the vertical direction transmitted from the upper and lower structures 20 and 30 ( CD, TD) and vibration damping components, which may be coils or spiral springs made of metal or synthetic resin that can be smoothly compressed and restored.

However, the second vertical attenuation unit 160 according to an embodiment of the present invention is made of a superelastic shape memory alloy as a material, and as shown in FIGS. 4 to 6 , the first vertical attenuation is formed in the center space of the coil shape. In a state in which the portion 140 is positioned, the lower end supports the horizontal damping unit 130 and the upper end supports the lower surface of the upper plate 120 .

Here, the superelasticity shape memory alloy (superelasticity shape memory alloy, 超彈性 形狀記憶合金) refers to an alloy material manufactured to be restored to its original shape at room temperature even if heat is not applied after plastic deformation is applied, and the practice of the present invention In the example, the second vertical damping unit 160 is manufactured as a coil-shaped spring using a nitinol alloy in order to minimize residual deformation due to external force and to restore original shape smoothly in an operating environment at room temperature.

This second vertical damping unit 160, as described above, in response to the selection of the material of the superelastic shape memory alloy, the change of the heat treatment method, the installation place or use to which the present invention is applied, the expected load applied to the structure, etc. By varying the thickness of the helix of the second vertical damping unit 160 or changing the number of turns of the helix, the restoring ability and damping ability for the vertical vibration (VF) are abundantly and diversely adjusted compared to the conventional seismic isolator. and may be limited.

On the other hand, the second vertical attenuation unit 160, as shown in FIG. 5(b), moves downward of the lower plate 110 or the upper plate 120 without play between the upper plate 120 and the horizontal damping part 130. ) may be installed in a pre-compression-deformed state between the upper plate 120 and the horizontal damping part 130 in order to immediately respond to and buffer the vibration (VF) in the vertical direction such as upward movement of the upper plate 120 .

As described above, the second vertical attenuation unit 160 and the first vertical attenuation unit 140 are implemented with materials and operating methods having different attenuation capabilities, respectively, and are horizontal attenuation units that attenuate vibration (HF) in the horizontal direction. (130) is linked to each other, but because each operates independently, it is possible to effectively perform a mutually complementary and overlapping damping operation with respect to the vertical vibration (VF).

Accordingly, the seismic isolator 100 according to the present invention to which the first and second vertical damping units 140 and 160 are applied can buffer or attenuate three-dimensional vibrations (HF, VF) in the vertical direction more efficiently than the conventional seismic isolator. will be.

On the other hand, in the inner space surrounded by the upper plate 120, the lower plate 110, and the protective cover 150, a lubricating material that facilitates the operation of the horizontal damping part 130, the first and second vertical damping parts 140, 160, etc. can be filled. At this time, a phase change material that changes state (solid ↔ liquid) in a specified phase change temperature range may be mixed with the lubricating material so that a variable damping operation can be made according to the temperature change.

As described above, when a phase change material corresponding to the optimum operating temperature range of the lubricating material among various phase change materials is added to the lubricating material, the heat storage capacity of the lubricating material can be improved.

And when the viscosity of the lubricating material is changed due to the phase-change material that changes according to the ambient temperature, the second vertical damping unit 160 and the like can be smoothly lubricated while performing a variable damping operation according to the temperature.

As described above, the phase change material may be a paraffinic wax having a phase change temperature range in the room temperature range or an organic alkane having a phase change temperature range of approximately 0°C. Even at this time, the phase change temperature range may be changed by mixing various types of phase change materials in various ratios.

As described above, the vertical damping reinforcement type seismic isolator 100 according to the embodiment of the present invention supports the lower part of the bridge structure 10, etc. to which various loads are continuously applied, as shown in FIG. It can be used as a seismic isolation bearing that cushions the load.

Here, the bridge structure 10 is an inverted V-shape, V-shape, toggle through the main frame, gusset 16, etc., such as the beam 12 constituting the road surface of the bridge and the pier 14 supporting the beam 12. It may be made of a brace 18 for reinforcing the bridge in various forms, such as a type, and an upper structure 20 that is coupled to the brace and pier 14 and is fixedly installed on the ground, which is the lower structure 30 .

At this time, the seismic isolator 100 according to the embodiment of the present invention is installed between the upper structure 20 and the ground, which is the lower structure 30 , and as shown in FIGS. 4 to 6 , the lower structure 30 or the upper structure. Various types of three-dimensional vibrations (HF, VF) transmitted from the structure 20, that is, external loads (typhoons, earthquakes, etc.) are divided into horizontal and vertical components to effectively and complementarily buffer or dampen do.

In the foregoing, specific embodiments of the present invention have been described and illustrated, but it is common knowledge in the art that the present invention is not limited to the described embodiments, and that various modifications and variations can be made without departing from the spirit and scope of the present invention. It is self-evident to those who have Accordingly, such modifications or variations should not be individually understood from the spirit or point of view of the present invention, and modified embodiments should be said to belong to the claims of the present invention.

HF: Vibration in the horizontal direction VF: Vibration in the vertical direction
TD: Tensile strain CD: Compressive strain
FR: friction resistance
10: bridge structure 12: beam
14: Pier 16: Gusset
18: brace 20: superstructure
30: substructure
100: vertical damping reinforced seismic isolator based on frictional resistance
110: lower plate 120: upper plate
122: fastening part 130: horizontal attenuation part
132: elastic plate 134: metal plate
140: first vertical damping part 142: elastic cylinder
144: operation member 144a: ball head
144b: bar member 144c: pressing protrusion
150: protective cover 160: second vertical attenuation part

Claims (6)

a lower plate installed on the upper part of the lower structure;
an upper plate installed at the lower end of the upper structure while being spaced apart from the lower plate;
a horizontal damping part of an elastic material installed on the lower plate and elastically deformed left and right according to the horizontal vibration transmitted from the upper and lower structures to damp the vibration;
A plurality of elastic cylinders installed through the horizontal damping part and the upper plate to form frictional resistance according to the vibrations in the vertical direction transmitted from the upper and lower structures in the state inserted into the elastic cylinder and to move linearly with respect to the elastic cylinder a first vertical damping unit for damping vibration by an operation member coupled to the; and
and a protective cover provided to surround the lower plate, the upper plate, the horizontal damping part, and the first vertical damping part. According to claim 1,
The elastic cylinder,
It has a cylindrical shape with an open top and is made of polyurethane as a material,
The operating member is
a ball head rotatably coupled to a lower surface of the upper plate by a ball joint;
a rod member extending from the ball head to form frictional resistance with the elastic cylinder; and
Vertical damping reinforcement type seismic isolator based on frictional resistance, characterized in that it includes a pressing protrusion formed to protrude along the outer peripheral surface of the lower end of the rod member to form a sealing force with respect to the inner peripheral surface of the elastic cylinder. 3. The method of claim 2,
In the area of the protective cover corresponding to the operating range of the first vertical damping unit,
In order to guide the smooth operation of the first vertical damping part, a vertical damping reinforcement type seismic isolator based on frictional resistance, characterized in that a bellows structure wrinkle is formed. According to claim 1,
The horizontal attenuation unit,
The elastic plate and the metal plate are alternately stacked and integrated and installed on the lower plate,
Between the upper plate and the horizontal attenuation portion,
A vertical damping reinforcement type seismic isolator based on frictional resistance, characterized in that a second vertical damping part is interposed which is vertically compressed and deformed according to the vibration in the vertical direction transmitted from the upper and lower structures and attenuates the vibration. 3. The method of claim 2,
The operating member is
A vertical damping reinforcement type seismic isolator based on frictional resistance, characterized in that it is made of lead, which is complementary to shape in response to vibration exceeding the damping capacity of the horizontal damping part or the first vertical damping part. According to claim 1,
In the inner space surrounded by the protective cover,
Based on frictional resistance, characterized in that the lubricating material for smooth operation of the horizontal damping part and the first and second vertical damping parts, and a phase change material for making a variable damping operation according to temperature change are mixed and filled with each other. Vertical damping reinforcement type seismic isolator.

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