KR20030009641A - Seismic isolating device - Google Patents

Abstract

PURPOSE: A seismic isolation system is provided to prevent vibration of a building or road surface from being transmitted to facilities weak in vibration. CONSTITUTION: A seismic isolation system comprises a lower plate(31) installed on road surface; an upper plate(50) disposed over the lower plate, to put facilities on; seismic isolation rail units(33,34,43,44) mounted between the lower plate and the upper plate; and sliding units(37¯39,47¯49) inserted into each curvature rail and interlocked to the movement of the seismic isolation rail unit. In the seismic isolation rail, the curvature rails are coupled each other. Each curvature rail is formed in plural radiuses of curvature in the longitudinal direction of the curvature rails from the longitudinal points of the curvature rails.

Description

Isolation Device {SEISMIC ISOLATING DEVICE}

The present invention relates to a seismic isolator that prevents vibration from being transmitted to a facility inside a building or a facility installed on a road surface when vibration of a road surface occurs. In particular, a showcase of a museum, a computer server of an office, a medical device of a hospital, The present invention relates to a seismic isolator that prevents vibration of a building or road surface from being transmitted to a target facility when an earthquake occurs for a facility vulnerable to vibration such as a vending machine on a road surface.

In general, even a safe facility that is designed for earthquake-resistant earthquake will shake significantly when an earthquake occurs.

Even if the facility is sufficiently tolerated for this shaking, the facility inside can be very damaged.

In other words, the National Treasure-class cultural property displayed in the museum is damaged due to the transmission of road vibrations, or the server of a computer or expensive medical equipment of a hospital may be deteriorated by vibrations. Doing so may cause breakage of the vending machine itself, as well as human avoidance.

Therefore, the seismic design of the facility itself, such as a building is also important, but the seismic isolation technology for improving the seismic stability of the internal facilities is also recognized as a very important technology.

For this reason, in the related art, as shown in FIG. 1, the seismic isolator 20 is installed below the facility 10 to prevent vibration of the building floor from being transmitted to the facility 10, thereby ensuring seismic stability of the facility 10.

2 and 3 show a conventional seismic isolator 20, the configuration is the lower plate 21, the sliding rail 22 in the X-axis direction having curvature, the stopper 23 in the X-axis direction, universal The joint 24, the sliding rail 25 in the Y-axis direction with curvature, the stopper 26 in the Y-axis direction, the friction damper 27, and the upper plate 28.

In this case, the sliding rails 22 and 25 in each direction are assembled to have a gentle curvature and overlap each other at right angles.

Thus, the upper facility 10 is subjected to a single pendulum motion by the respective sliding rails 22 and 25 having a curvature, and determined by the curvature of the sliding rails 22 and 25 regardless of the weight of the facility 10. It has a natural frequency that becomes.

This frequency is adjusted by curvature so that it is isolated from the main frequency region of the seismic wave and the natural frequency region of the building.

The seismic isolation device 20 according to the configuration of FIG. 2 has a sliding rail 22 and a Y-axis in the X-axis direction between the lower plate 21 and the upper plate 28 when the building floor or road surface is shaken horizontally by an earthquake. The sliding rail 25 in the direction is slid in each direction so that the vibration of the building floor or the road surface together with the appropriate frictional force of the friction damper 27 is not transmitted to the upper facility 10.

However, in the seismic isolator 20 having the above configuration, since the sliding rails 22 and 25 in each direction have the same curvature, the intrinsic period and the sliding displacement in the X-axis direction and the Y-axis direction are the same.

This phenomenon is not a big problem in the case of a facility that does not have obstacles in the surroundings, but in the case of a facility near the wall, the allowable sliding displacement is limited according to the vibration direction, so problems such as wall collision may occur.

In addition, in the conventional seismic isolator 20, the universal joint 24 is necessarily required in order to operate the respective sliding rails 22 and 25 having a constant curvature and overlapping at right angles.

The universal joint 24 has its own play and is formed to buffer and smoothly moves between the sliding rail 22 in the X-axis direction and the sliding rail 25 in the Y-axis direction, having the curvature in the opposite direction. Design and fabrication are very difficult

In addition, when the curvature of the sliding rails 22 and 25 is increased, that is, when the radius of curvature is reduced, the vertical deformation of the universal joint 24 may increase, and thus nonlinear frictional force may be additionally acted on, thereby reducing the seismic performance. .

That is, when the universal joint 24 moves along a radius of curvature formed in the sliding rails 22 and 25, the self joint may be severely changed due to a sudden change in curvature due to the self play of the universal joint 24. .

As such, the self-gap of the universal joint 24 has a problem that can cause the movement of the rotation direction and the possibility of conduction in the facility.

In addition, the sliding displacement from the center of the sliding rails 22 and 25 is limited to less than half the length of the sliding rails 22 and 25 due to the configuration of the sliding rails 22 and 25 which are overlapped at right angles. There was a problem that can not be expected sufficient seismic effect.

It is an object of the present invention to provide a seismic isolator capable of independently setting the inherent period and sliding allowable displacement of a facility according to vibration transmission by having two or more different radii of curvature in one sliding rail.

Another object of the present invention is to provide a seismic isolator that can increase the sliding allowable displacement of the seismic isolator by improving the coupling structure of the sliding rail.

Still another object of the present invention is to provide a seismic isolator that can prevent the rotational movement of the facility and the phenomenon of conduction in the event of an earthquake by removing the universal joint used in the prior art.

In order to achieve the above object, the present invention provides a seismic isolator for separating the road vibration transmitted from the outside so as not to be transmitted to the facility, the bottom plate mounted on the road surface; An upper plate positioned above the lower plate and on which the facility is placed; An isolating rail unit mounted between the lower plate and the upper plate, the long rail-shaped curvature rails having a shape corresponding to each other; It characterized in that it comprises a sliding portion which is inserted into each of the curvature rails in the state in which the respective curvature rails are coupled to each other and interlocked with the movement of the base isolated rail.

1 is a perspective view showing the use of the base isolation device according to the prior art.

Figure 2 is an exploded perspective view showing the configuration of the base isolation device shown in FIG.

3 is an assembly view of FIG.

Figure 4 is an exploded perspective view showing the configuration of a base isolation device according to an embodiment of the present invention.

5 is an assembly view of FIG. 4.

Figure 6 is a perspective view showing the use of the base isolation device according to an embodiment of the present invention.

Hereinafter, exemplary embodiments of the present invention will be described in detail with reference to the accompanying drawings. While many specific details, such as the following description and the annexed drawings, are shown to provide a more general understanding of the invention, these specific details are illustrated for the purpose of explanation of the invention and are not meant to limit the invention thereto. And a detailed description of known functions and configurations that may unnecessarily obscure the subject matter of the present invention will be omitted.

4 to 6 will be described the configuration of the base isolation device 30 according to an embodiment of the present invention.

Embodiment of the present invention, in the seismic isolation device 30 for separating the vibration of the building or the vibration of the road surface so as not to be transmitted to the target facility 32, the lower plate 31, the upper plate 50, the seismic rail unit ( 33, 34, 43, 44, sliding parts 37-39, 47-49 are comprised.

The lower plate 31 is formed of a flat plate installed on the floor or the road surface in the building in which the facility 32 is placed.

The upper plate 50 is positioned above the lower plate 31 and is formed of a flat plate having the same size as the lower plate 31.

The facility 32 is fixed to the upper portion of the upper plate 50, as shown in FIG.

The base isolation rail parts 33, 34, 43, and 44 are mounted between the lower plate 31 and the upper plate 50, and have a structure in which long-length curvature rails having a shape corresponding to each other are coupled to each other.

The isolated rail sections 33, 34, 43, 44 according to the embodiment of the present invention have the long curvatures formed in the respective curvature rails in the longitudinal direction of the curvature rails from the corresponding points in the longitudinal direction of the respective curvature rails. By forming a plurality of different radius of curvature, the sliding displacement and the period according to the sliding direction and position of the facility 32 can be adjusted.

That is, the radius of curvature formed in one curvature rail is not formed to have the same radius of curvature, but may be formed to have a plurality of different radius of curvature.

For example, different radii of curvature may be formed in the longitudinal direction of the corresponding point from the longitudinal center of each curvature rail, so that two or more different radii of curvature may be formed on one curvature rail.

In addition, by arranging the longitudinal centers of the respective curvature rails so as to overlap each other as shown in FIG. 5, the sliding displacement can be increased up to twice as compared with the sliding displacement of one curvature rail.

That is, the maximum sliding displacement of the seismic isolator according to the embodiment of the present invention is different from the length of one curvature rail, such that one end of the curvature rail is moved to the position of the other end of the curvature rail according to the operation of the base isolation device. It consists of the sum of the lengths of one curvature rail.

As shown in FIGS. 4 and 5, the base rail parts 33, 34, 43, and 44 are configured to overlap the first lower channel 33 and the first upper channel 34 which are slidably moved in the X-axis direction. Also, the second lower channel 43 and the second upper channel 44 which are slidably moved in the Y-axis direction are configured to overlap each other.

The first lower channel 33 has a longitudinal cross-sectional shape having a “c” shape and is mounted parallel to each other at both ends of an upper surface of the lower plate 31 so that the opening faces upward.

A first curvature rail 35 is formed on the sidewall surface of the first lower channel 33, the curvature of which changes according to the position in the longitudinal direction.

The first upper channel 34 has a longitudinal cross-sectional shape having a “c” shape and is coupled into the opening of the first lower channel 33 so that the opening faces downward.

A second curvature rail 36 is formed on the sidewall surface of the first upper channel 34 to correspond to the shape of the curvature formed on the first curvature rail 35.

The curvature formed in the first curvature rail 35 has a shape in which the center of curvature formed in the longitudinal direction of the long hole shape is convex downward, and the curvature formed in the second curvature rail 36 is formed in the first curvature rail 35. The center of curvature formed in the longitudinal direction of the long hole shape has a convex upward shape so as to be opposite to the direction in which the curvature is formed.

For reference, the first and second curvature rails 35 and 36 are formed to form a pair of two in the length direction and the respective side wall surfaces.

Therefore, the total number of the first and second curvature rails 35 and 36 is 16, and eight are formed in the lower channel 33 and eight in the upper channel 34, respectively.

The second lower channel 43 has a longitudinal cross-sectional shape having a “c” shape and is positioned at both ends of an upper surface of the first upper channel 34 so that the opening faces upward. And spaced apart from each other in parallel to the direction perpendicular to the direction.

A third curvature rail 45 whose curvature is changed according to the position in the longitudinal direction is formed on the side wall surface of the second lower channel 43.

The second upper channel 44 is formed to have a longitudinal cross-sectional shape in a “c” shape so as to be spaced apart parallel to both ends of the lower surface of the upper plate 50, and the second lower channel 43 so that the opening faces downward. Is coupled into the opening of the.

A fourth curvature rail 46 is formed on the sidewall surface of the second upper channel 44 to correspond to the shape of the curvature formed on the third curvature rail 45.

The curvature of the third curvature rail 45 has a convex shape below the center of curvature formed in the longitudinal direction of the long hole shape, the curvature of the fourth curvature rail 46 is a curvature of the third curvature rail 45 is formed The center of curvature formed in the longitudinal direction of the long hole shape so as to be opposite to the direction has a convex upward shape.

For reference, the third and fourth curvature rails 45 and 46 are formed to form a pair of two in the length direction and the respective side wall surfaces.

Therefore, the total number of the third and fourth curvature rails 45 and 46 is 16, and eight are formed in the second lower channel 43 and eight in the second upper channel 44, respectively.

The sliding parts 37 to 39, 47 to 49 are inserted into the respective curvature rails while the respective curvature rails of the base isolation rail parts 33, 34, 43, and 44 are coupled to each other, and the base rail parts 33, 34, 43, 44) is linked to the movement.

The sliding parts 37 to 39 and 47 to 49 are the first rolling part 37, the first sliding tuning plate 38, the first sliding pin 39, the second rolling part 47, and the second sliding tuning. The board 48 and the 2nd sliding pin 49 are comprised.

First, as illustrated in FIGS. 4 and 5, the configuration of the sliding parts 37 to 39 slidingly moved in the X-axis direction will be described.

The first rolling part 37 is installed on each rotation shaft to contact the first and second curvature rails 35 and 36 in a state where the first lower channel 33 and the first upper channel 34 overlap each other. Consists of a plurality of bearings.

Here, the first rolling unit 37 may be changed in design to a structure that can rotate two or four around each rotation axis.

For example, each of the first rolling parts 37 may have a first rolling part 37 in a state in which the first and second curvature rails 35 and 36 are coupled to each other so that two of the first rolling parts 37 rotate. The first and second curvature rails 35 and 36 may be coupled to each other.

That is, when combining two first rolling parts 37 so as to be spaced apart at a predetermined interval on one rotation shaft, the total number of the first rolling parts 37 is eight, and the first and second curvature rails 35 and 36 are combined. ) Is coupled to the first rolling portion 37 to the surface to be coupled to the first rolling portion 37 in a superimposed state.

In this coupling structure, the first rolling part 37 is rotated in only one direction regardless of the moving direction of the first and second curvature rails 35 and 36.

In addition, as in the embodiment of the present invention, each of the first rolling parts 37 is coupled to each of the first and second curvature rails 35 and 36 so that four can be independently rotated about each rotation axis. The first and second curvature rails 35 and 36 are coupled to the first rolling part 37 so that the first and second curvature rails 35 and 36 independently contact each other, so that the rotation direction of each of the first rolling parts 37 is the first and second curvature rails. It can be comprised so that it may rotate according to the moving direction of (35, 36).

That is, when combining four first rolling parts 37 to be spaced at a predetermined interval on one rotation shaft, the total number of first rolling parts 37 is 16, and the first and second curvature rails 35 and 36 are combined. ), The four first rolling parts 37 are coupled to the surface to which the first rolling parts 37 are coupled, respectively.

In this coupling structure, the rotation direction of the first rolling unit 37 may change according to the moving directions of the first and second curvature rails 35 and 36.

Therefore, the rotational direction of the first rolling part 37 in contact with the first curvature rail 35 is rotated in the direction of movement of the first curvature rail 35, and the first rolling part in contact with the second curvature rail 36 ( As the rotation direction of the 37 is rotated in the movement direction of the second curvature rail 36, the rotation of the first rolling part 37 may be independently performed.

In addition, the rotation of the first rolling part 37 may be temporarily stopped due to frictional resistance that may occur between the first and second rolling rails 35 and 36 as the first rolling part 37 moves. You can prevent it.

The first sliding tuning plate 38 is spaced apart from the first upper channel 34 so that the first rolling part 37 moves smoothly when the first rolling part 37 moves along the surfaces formed on the first and second curvature rails 35 and 36. It is mounted between the auxiliary panel to integrate the first upper channel 34.

The first sliding pin 39 is fixedly coupled to a plurality of rotation shafts to which the first rolling unit 37 is axially coupled, and is combined with the first sliding tuning plate 38 to support the rotation shaft.

Two rotating shafts are respectively coupled to the first sliding pin 39 as shown in FIG. 4.

Meanwhile, as illustrated in FIGS. 4 and 5, the configuration of the sliding parts 47 to 49 that are slidably moved in the Y-axis direction will be described.

The second rolling part 47 includes a plurality of bearings respectively installed to contact the third and fourth curvature rails 45 and 46 in a state where the second lower channel 43 and the second upper channel 44 overlap each other. Consists of.

Here, the second rolling part 47 may be changed in design to a structure that can rotate two or four around each rotation axis.

For example, the second rolling part 47 is coupled to the second rolling part 47 in a state in which the third and fourth curvature rails 45 and 46 are coupled to each other so that two of the second rolling parts 47 rotate. Each side can be combined.

That is, when two second rolling parts 47 are coupled to one rotation shaft, the total number of second rolling parts 47 is eight, and the third and fourth curvature rails 45 and 46 are stacked. In the second rolling portion 47 is coupled to the two second rolling portion 47 is coupled to each other.

In this coupling structure, the second rolling part 47 is rotated in only one direction regardless of the moving direction of the third and fourth curvature rails 45 and 46.

In addition, as in the embodiment of the present invention, the second rolling part 47 may be formed in a state in which the third and fourth curvature rails 45 and 46 are coupled to each other so that four of the second rolling parts 47 may rotate independently. The two rolling parts 47 may be coupled to the surfaces to which the rolling parts 47 are coupled, respectively, to rotate along the moving directions of the third and fourth curvature rails 45 and 46.

That is, when four second rolling parts 47 are coupled to one rotation shaft, the total number of second rolling parts 47 is 16, and the third and fourth curvature rails 45 and 46 are stacked. In the second rolling portion 47 is coupled to the four second rolling portion 47 is coupled to each side.

In this coupling structure, the second rolling part 47 may change the rotation direction according to the moving direction of the third and fourth curvature rails 45 and 46.

Therefore, the rotation direction of the second rolling part 47 in contact with the third curvature rail 45 is rotated in the direction of movement of the third curvature rail 45, and the second rolling part in contact with the fourth curvature rail 46 ( As the rotation direction of the 47 is rotated in the movement direction of the fourth curvature rail 46, the second rolling part 47 may be independently rotated.

In addition, the rotation of the second rolling part 47 is temporarily stopped due to frictional resistance that may occur between the second rolling part 47 as the third and fourth curvature rails 45 and 46 move. You can prevent it.

The second sliding tuning plate 48 is spaced apart from the second lower channel 43 so that the second rolling part 47 is smoothly moved when the second rolling part 47 moves along the surfaces formed on the third and fourth curvature rails 45 and 46. It is an auxiliary panel mounted therebetween to integrate the second lower channel 43.

The second sliding pin 49 has a plurality of rotation shafts in which the second rolling portion 47 is axially coupled, and is combined with the second sliding tuning plate 48 to support the rotation shaft.

Two rotating shafts are respectively coupled to the second sliding pin 49 as shown in FIG. 4.

Embodiment of the present invention configured as described above is configured to prevent excessive sliding displacement of the base isolation device 30, the first stopper 40, the first stop plate 52, the second stopper 41, the first 2 stop plate 42 is further added and comprised.

The first stoppers 40 are installed to face each other at the center of the upper surface of the first upper channel 34.

The first stop plate 52 is installed in the center of the lower surface of the upper plate 50 so that when the sliding displacement of the first upper channel 34 occurs, the sliding displacement of the first upper channel 34 comes into contact with the first stopper 40. It serves to suppress the.

The second stopper 41 is installed to face each other at the center of the lower surface of the first lower channel 33.

The second stop plate 42 is installed at the center of the upper surface of the lower plate 31 so that the sliding displacement of the second lower channel 43 comes into contact with the second stopper 41 when the sliding displacement of the second lower channel 43 occurs. It serves to suppress the.

In addition, the first and second stoppers 40 and 41 may be configured as a damping force damping force of the set damping force or an elastic spring of the set elastic modulus in order to prevent an impact due to sudden stop of the sliding motion.

Embodiment of the present invention configured as described above is a seismic isolator 30 so that the vibration due to the earthquake is not transmitted to the facility 32 placed in the building or the road surface when the earthquake occurs, the rotation of the seismic isolation device 30 And very stable against conduction.

Embodiment of the present invention can set the sliding allowable displacement of the base isolation device 30 for vibration separation up to about 2 times larger than the prior art, and can independently set the vibration period and the allowable range for each sliding direction.

4 to 6, the operation of the base isolation device 30 according to the embodiment of the present invention will be described.

First, when an earthquake occurs, the floor or the road surface inside the building in which the seismic isolation device 30 of the present invention is installed is greatly shaken. This shake is maintained for as long as the earthquake occurs, even if the seismic design does not collapse.

At this time, the seismic isolator 30 is operated by shaking the floor or the road surface inside the building. First, the X-axis direction shown in FIG. 4 will be described.

As shown in FIG. 4, when the building floor or the road surface moves at a high speed in the X-axis direction, the lower plate 31 and the lower plate may be affected by the bearing effect of the first rolling part 37 mounted in the X-axis direction. Only the first lower channel 33 mounted to 31 moves in the X-axis direction, and the facility 32 hardly moves.

In more detail, the first lower channel 33 and the first curvature rails 35 and the first curvature rails 35 of the first lower channel 33 when the first lower channel 33 starts to move in the X-axis direction together with the lower plate 31 will be described. The first rolling portions 37 in the X-axis direction bonded to the second curvature rails 36 of the upper channel 34 start to rotate independently of each other.

As described above, in the first and second rolling parts 37 and 47 used in the embodiment of the present invention, two pairs of bearings are inserted into one rotation shaft, thereby enabling bidirectional rotation by itself.

Therefore, even if the first lower channel 33 moves in the X-axis direction, the first upper channel 34 allows the movement of the first lower channel 33 while keeping it in place.

Movement of the first lower channel 33 is such that the first rolling part 37 in the X-axis direction is formed by the left end of the first curvature rail 35 of the first lower channel 33 and the first upper channel 34. It continues until it reaches the right end of the two curvature rails 36.

By such a mechanism, the seismic isolator 30 according to the embodiment of the present invention can increase the allowable sliding range by about twice as compared to the conventional seismic isolator can exhibit sufficient seismic performance even for small facilities.

In the embodiment of the present invention, the rail lengths of the base isolation rail parts 33, 34, 43, 44 are determined by the base isolation design, but if excessive sliding displacement occurs, the second stopper 41 in the X-axis direction is generated. To safely control the displacement.

That is, when excessive sliding displacement occurs, the first stop plate (X) in which the second stopper 41 in the X-axis direction attached to the lower surface of the second lower channel 43 in the Y-axis direction is installed in the center of the upper surface of the lower plate 31 ( 52) and the sliding displacement is controlled.

Here, another object of the isolating device 30 according to the embodiment of the present invention will be described by using the track that the first rolling part 37 in the X-axis direction rolls.

Although the shapes of the first and second curvature rails 35 and 36 formed in the first lower channel 33 and the first upper channel 34 have curvatures opposite to each other, when the track is tracked, the seismic isolator ( The upper plate 50 of 30 and the facilities 32 loaded thereon are like a bead rolling on a plate.

The beads on the plate, regardless of weight, are determined by the curvature of the plate, and at the end of the exercise, gravity always returns to the center of the plate.

In addition, when the curvature of the dish is asymmetrically different from the left and right symmetry, the cycle and the movement displacement of the ball in the left and right motion is different.

That is, the seismic isolator 30 according to the embodiment of the present invention uses the principle to form the curvature shapes of the first and second curvature rails 35 and 36 and the third and fourth curvature rails 45 and 46. By setting variously according to the direction and location of the facility 32, as shown in FIG. 6, when the base isolation device 30 moves to the wall side, the sliding displacement is shortened and the sliding displacement is increased in the opposite direction to optimize the sliding displacement. It can make the seismic performance.

After the base isolation operation is finished, the base isolation device 30 and the facility 32 are returned to the original position by gravity.

Even in the Y-axis direction, the effective vibration isolation performance can be exhibited by the principle and mechanism applied to the X-axis direction described above.

Here, another feature of the present invention is that the first upper channel 34 in the X-axis direction and the second lower channel 43 in the Y-axis direction can be fixed by simple welding or the like.

Therefore, the seismic isolator 30 according to the embodiment of the present invention does not require the configuration of the universal joint as in the prior art, eliminates the nonlinear frictional resistance by the universal joint, and operates more freely to rotate the seismic isolator 30. You can restrain movement and conduction almost completely.

As described above, the seismic isolator according to the present invention has two or more different radii of curvature in one curvature rail to prevent an impact with an obstacle even when there is an obstacle of sliding movement in one direction such as a facility near a wall. .

In addition, by forming the long curvature formed in each curvature rail to have a plurality of different radii of curvature in the longitudinal direction of the curvature rail from the corresponding point in the longitudinal direction of each curvature rail, Depending on the position, the sliding displacement and the period can be set in various ways.

In addition, the sliding displacement of the seismic isolator can be increased by combining two curvature rails so that one end of the curvature rail is moved to the position of the other end of the curvature rail according to the operation of the seismic isolator.

In addition, by removing the configuration of the universal joint used in the prior art to eliminate the non-linear frictional resistance by the universal joint, it is possible to improve the restraint efficiency for the rotational movement and conduction of the base isolation device.

In addition, the combination of the stop plate and the stopper can suppress excessive sliding displacement of the seismic isolator, and by adding a shock absorbing function to the function of the stopper, there is an effect that can prevent the sudden impact during the stopper operation.

In addition, the existing sliding rail is required a bending machine in order to produce a set curvature, it is very difficult to form a plurality of curvature using the bending machine. However, the curvature rail of the present invention is easy to manufacture because it is formed through cutting, there is an effect that can be produced in any curvature shape.

Claims (16)

In the seismic isolation device that separates the road vibration transmitted from the outside to the facility, A lower plate mounted on the road surface; An upper plate positioned above the lower plate and on which the facility is placed; An isolating rail unit mounted between the lower plate and the upper plate, the long rail-shaped curvature rails having a shape corresponding to each other; And a sliding part inserted into the respective curvature rails in a state in which the respective curvature rails are coupled to each other, and sliding parts interlocked with the movement of the base isolation rail part. The seismic isolation device according to claim 1, wherein each of the curvature rails is formed with a plurality of radii of curvature in the longitudinal direction of the curvature rails from corresponding points in the longitudinal direction of the curvature rails. 3. The base isolation apparatus according to claim 2, wherein each of the curvature rails is coupled such that a maximum sliding displacement generated by movement of the base rail portion is a sum of the lengths of the respective curvature rails. According to claim 3, wherein the base rail portion First lower channels spaced apart from and parallel to each other on an upper surface of the lower plate; An isolation device comprising a first upper channel spaced apart from each other in parallel to the upper portion of the first lower channel and coupled to the first lower channel. The first curvature rail of claim 4, wherein a center of curvature formed in a longitudinal direction of a long hole is convex toward the other channel side of the channel sidewall of one of the first lower channel and the first upper channel. A seismic isolator, characterized in that formed. According to claim 5, wherein the channel sidewalls of any one of the first lower channel and the first upper channel has a center of curvature formed in the longitudinal direction of the long hole so as to correspond to the shape of the curvature formed on the first curvature rail The seismic isolator characterized in that the second curvature rail having a convex shape in the other channel side direction is formed. The method of claim 4, wherein the isolated rail portion Second lower channels mounted at both ends of an upper surface of the first upper channel in parallel to each other in a direction orthogonal to a longitudinal direction of the first upper channel; The isolation device further comprises a second upper channel spaced parallel to both ends of the lower surface of the upper plate and coupled to the second lower channel. The third curvature rail according to claim 7, wherein a center of curvature formed in a longitudinal direction of a long hole is convex toward the other channel side of the channel sidewall of one of the second lower channel and the second upper channel. A seismic isolator, characterized in that formed. According to claim 8, wherein the channel sidewall of any one of the second lower channel and the second upper channel has a center of curvature formed in the longitudinal direction of the long hole so as to correspond to the shape of the curvature formed in the third curvature rail The seismic isolator characterized in that the fourth curvature rail having a convex shape in the other channel side direction is formed. The method of claim 6, wherein the sliding portion A plurality of first rolling parts installed on the first and second curvature rails in a state where the first lower channel and the first upper channel are coupled to each other; A first sliding tuning plate mounted between the first upper channel and spaced apart from each other to integrate the first upper channel; And a plurality of rotation shafts in which the first rolling parts are axially coupled to each other and fixedly coupled to each other, and comprising a first sliding pin coupled to the first sliding copper plate to support the rotation shaft. The method of claim 10, wherein the first rolling portion is composed of four bearings are spaced apart and coupled to each of the rotational axis set in the rotational axis, and the first and second curvature rails are coupled to each bearing in the first state And the second curvature rails are independently contacted with each other. The method of claim 9, wherein the sliding portion A plurality of second rolling parts installed on the third and fourth curvature rails, respectively, when the second lower channel and the second upper channel are coupled to each other; A second sliding tuning plate mounted between the second lower channels and spaced apart from each other to integrate the second lower channel; And a plurality of rotating shafts in which the second rolling parts are axially coupled to each other and fixedly coupled to each other, the second sliding pins being combined with the second sliding copper plate to support the rotating shafts. The method of claim 12, wherein the second rolling unit is composed of four bearings are spaced apart and coupled to each of the rotational axis set in each of the rotation axis, the third and fourth curvature rails are coupled to each bearing in the state in which the third And the fourth curvature rails are independently contacted with each other. 5. The apparatus of claim 4, further comprising: a first stopper disposed to face each other at the center of the upper surface of the first upper channel; And a first stop plate installed at the center of the lower surface of the upper plate and contacting the first stopper to suppress the sliding displacement of the first upper channel according to the sliding displacement of the first upper channel. Seismic isolation device. 9. The apparatus of claim 8, further comprising: a second stopper disposed to face each other at the center of the lower surface of the second lower channel; And a second stop plate installed at the center of the upper surface of the lower plate to contact the second stopper to suppress the sliding displacement of the second lower channel according to the sliding displacement of the second lower channel. Seismic isolation device. The seismic isolation device according to claim 14 or 15, wherein the first and second stoppers have a set damping force and are configured as buffer dampers.