JP3187226U - Seismic isolation device - Google Patents

Abstract

[PROBLEMS] An excellent seismic isolation performance that is not related to the loading load, a damping function that is proportional to the loading load, a trigger function that prevents the seismic isolation device from operating in small earthquake motions, a return function that returns to the original position at the end of the earthquake, To provide a seismic isolation device that exhibits the function of preventing the device itself from shaking when earthquake motion occurs.
A base that is installed on a floor or the like in which a pair of lower rails 2 and 2 having the lowest part at the center and a symmetric rising slope on both sides are arranged in parallel and project upward. 1 and a pair of upper rails 12, 12 whose central part is the highest part and whose both sides are symmetrically descending inclined surfaces, are arranged in parallel, and are arranged downward and perpendicular to the pair of lower rails 2, 2. And a base for placing seismic isolation object placed above the base 1 and facing the base 1, and a pair of lower rails 2, 2 and a pair of upper parts between the base 1 and the base It is arranged in a space region surrounded by the rails 12 and 12. And a roller support shaft frame 21.
[Selection] Figure 1

Description

  The present invention relates to a seismic isolation device, and more specifically, excellent seismic isolation performance that is not related to mounting load, a damping function proportional to the mounting load, a trigger function that prevents the seismic isolation device from operating in small earthquake motions, and the end of an earthquake The present invention relates to a seismic isolation device that can sometimes exhibit a return function to return to the original position, and further a function of preventing the device itself from shaking.

  Conventionally, various seismic isolation devices have been developed to prevent various seismic isolation objects such as machinery, equipment, precision equipment, art sculptures, etc. from being damaged by earthquake motion.

  For example, in Patent Document 1, a pair of concave shapes that are mounted between a support and a supported body, are fixed in parallel with a gap on the support side, and the central portion of the vibration region forms the lowest part. A lower rail, a pair of concave upper rails that are perpendicular to the lower rail and fixed in parallel to the supported body H and spaced apart from each other, and a central portion of the vibration region forms the highest part; 8 wheels having a flange formed on at least one side and an axle for pivotally supporting the wheels, and a central portion of the space surrounded by the rails in a reference state. A coupling member 6 having a cross base portion that intersects at right angles and extends in a cross shape, and four central shaft portions that project from the tip end side of the cross base portion on the same horizontal plane. Axle support parts of 4 sets of support materials that face each other while maintaining a gap The center shaft portion is rotatably mounted at the center portion of the support material, and the axles are fixed to both ends of the support material in parallel with the axis of the center shaft portion, and the earthquake motion causes the There has been proposed a seismic isolation device having a configuration in which each wheel rolls along each rail while rotating around each axle, and the axle support portion can swing around the central shaft axis. Yes.

  However, in the case of this seismic isolation device, the number of components is complicated and expensive, and the axle support portion can be swung around the axis of the central shaft portion so that the wheel follows the concave rail surface. For this reason, there is a problem that a yaw due to a swing around the shaft center in the central shaft portion of the axle support portion occurs when an earthquake motion occurs.

Japanese Patent No. 3233915

  The problems to be solved by the present invention are excellent seismic isolation performance that is not related to the loading load, a damping function that is proportional to the loading load, a trigger function that prevents the seismic isolation device from operating in small earthquake motions, and the original position at the end of the earthquake. The return function to return, as well as the function of preventing the device itself from shaking when an earthquake motion occurs, can be configured thinly and compactly with a simple structure, and can be manufactured inexpensively without maintenance. There is no seismic isolation device.

  The seismic isolation device according to the present invention is installed on a floor surface or the like in which a pair of lower rails having a central part at the lowest part and symmetrically rising slopes on both sides are arranged in parallel and project upward. A base and a pair of upper rails whose center part is the highest part and whose both sides are symmetrically descending inclined surfaces are arranged in parallel and projecting downward and perpendicular to the pair of lower rails, A base for placing a seismic isolation object placed opposite to the base above the base, and the pair of lower rails and a pair of upper rails between the base and the base placed opposite to each other. And a plurality of rollers that are rotatably contacted with the rail surfaces of the lower rails on the outer sides of the two pieces along the pair of lower rails. On the rail surface of the upper rail each outside the two pieces A roller support shaft frame that rotatably supports a plurality of rollers in contact with each other, and each roller in a direction along the lower rail within a range in which mutual interference between the lower rail and the upper rail does not occur The main feature is that the shaft support position by the support shaft frame is made closer to the gantry side, and the shaft support position by the roller support shaft frame of each roller in the direction along the upper rail is made closer to the base side And

  According to the first aspect of the present invention, a pair of lower rails having a central portion that forms the lowest portion and both sides thereof are symmetrically ascending inclined surfaces are arranged in parallel and on a floor surface or the like that protrudes upward. And a pair of upper rails whose center part is the highest part and whose both sides are symmetrically descending inclined surfaces are arranged in parallel and projecting downward and perpendicular to the pair of lower rails, A base for placing a seismic isolation object placed opposite to the base above the base, and the pair of lower rails and a pair of upper rails between the base and the base placed opposite to each other. A plurality of rollers that are arranged in the enclosed space region and that are in contact with the rail surface of each of the lower rails are rotatably supported on the outer sides of the two pieces along the pair of lower rails. Each of the upper rails on the outside of the two pieces Each of the rollers in a direction along the lower rail within a range in which mutual interference between the lower rail and the upper rail does not occur. Based on a configuration in which the shaft support position by the roller support shaft frame is made closer to the gantry side, and the shaft support position by the roller support shaft frame of each roller in the direction along the upper rail is made closer to the base side Excellent seismic isolation performance regardless of mounting load, damping function proportional to mounting load, trigger function to prevent operation of the seismic isolation device for small earthquake motion, return function to return to the original position at the end of the earthquake, and generation of earthquake motion In addition to being able to demonstrate the function of preventing the device itself from shaking at the same time, it has realized a seismic isolation device that is simple and can be configured thinly and compactly, requiring no maintenance and inexpensively. It is possible to provide.

  According to the second aspect of the present invention, each end of the plurality of roller support shaft bodies having the same configuration as the first aspect of the invention and having the support shaft frame body penetrated in a direction orthogonal to the two pieces. A plurality of rollers, which are in rolling contact with the rail surfaces of the respective lower rails, are rotatably supported via bearings that exhibit a friction damping function, and are supported on the outer sides of the other two pieces along the pair of upper rails. A plurality of rollers that roll in contact with the rail surface of the upper rail at each end of a plurality of roller support shafts that penetrate the frame body in a direction perpendicular to the other two pieces, a bearing that exhibits a friction damping function Based on a structure that is pivotally supported via a shaft, it has excellent seismic isolation performance regardless of mounting load, a damping function proportional to the mounting load, a trigger function that prevents the seismic isolation device from operating when there is a small earthquake motion, Return function to return to position, In addition to being able to demonstrate the function of preventing the device itself from shaking when earthquake motion occurs, it has a simple structure and can be configured thinly and compactly, and it can be manufactured inexpensively without requiring maintenance. Can be provided.

  According to the invention described in claim 3, the configuration is the same as that of the invention described in claim 2, and each of the rollers has a configuration of three, and the roller diameter of the center roller among the three rollers. Based on the configuration with a large roller diameter on both adjacent rollers, excellent seismic isolation performance regardless of the mounting load, a damping function proportional to the mounting load, a trigger function that prevents the seismic isolation device from operating in small earthquake motions, A seismic isolation device that can return to its original position at the end of an earthquake, and can prevent the yawing from shaking, and can be constructed thinly and compactly with a simple structure, requiring no maintenance and inexpensively. Can be realized and provided.

  According to the invention described in claim 4, the configuration is the same as that of the invention described in claim 2, and each of the three rollers is configured to have the same roller diameter. Based on the above, excellent seismic isolation performance regardless of the loading load, a damping function proportional to the loading load, a trigger function that prevents the seismic isolation device from operating in small earthquake motions, a return function that returns to the original position at the end of the earthquake, and Realizes and provides a seismic isolation device that can demonstrate the function of preventing the device itself from shaking when earthquake motion occurs, and can be constructed thinly and compactly with a simple structure, requiring no maintenance, and inexpensively manufactured. be able to.

  According to the invention described in claim 5, the seismic isolation device according to any one of claims 1 to 4 is configured as a plurality of connections and exhibits the same effect as described above, and has a larger mounting load. It is possible to realize and provide a seismic isolation device capable of performing horizontal two-dimensional seismic isolation of the seismic isolation object.

FIG. 1 is a schematic plan view showing the upper rail of the seismic isolation device according to the first embodiment of the present invention in a cross-sectional state. FIG. 2 is a diagram illustrating a state of the seismic isolation device according to the first embodiment when no earthquake occurs as a cross section taken along line AA in FIG. 1. FIG. 3 is a schematic cross-sectional view showing the state of the seismic isolation device according to the first embodiment when an earthquake (X-direction ground motion) occurs. FIG. 4 is a diagram illustrating a state of the seismic isolation device according to the first embodiment when no earthquake occurs as a cross section taken along line B-B in FIG. 1. FIG. 5 is a schematic cross-sectional view illustrating a state of the seismic isolation device according to the first embodiment when an earthquake (Y-direction ground motion) occurs. 6 is an enlarged explanatory view including a partial cross section of a portion indicated by a broken line in FIG. 1, and is a schematic cross sectional view taken along the line C-D-E-F in FIG. FIG. 7 is a schematic side view in the XX direction showing the roller support shaft frame body in the seismic isolation device according to the first embodiment, paying attention to the dotted line frame portion in FIG. 1. FIG. 8: is a schematic plan view which shows the usage pattern which performs the seismic isolation of the seismic isolation object by the unitary structure of the seismic isolation apparatus which concerns on this Example 1. FIG. FIG. 9: is a schematic plan view which shows the usage pattern which performs the seismic isolation of a seismic isolation object with the 4 seismic isolation apparatus connection structure which concerns on the present Example 1. FIG. FIG. 10 is a schematic sectional view showing a seismic isolation device according to Embodiment 2 of the present invention. FIG. 11: is a schematic sectional drawing which shows the seismic isolation apparatus based on Example 3 of this invention.

  The present invention has excellent seismic isolation performance that is not related to the loading load, a damping function proportional to the loading load, a trigger function that prevents the seismic isolation device from operating in small earthquake motions, a return function that returns to the original position when the earthquake ends, and The purpose is to realize and provide a seismic isolation device that can exert the function of preventing the device itself from shaking when earthquake motion occurs, can be configured thinly and compactly with a simple structure, and can be manufactured inexpensively without requiring maintenance. The base is the lowest part of the center and a pair of lower rails with symmetrically rising slopes on both sides of the base are installed in parallel and on the floor surface protruding upward, and the central part is A pair of upper rails having the highest portion and symmetrically descending inclined surfaces on both sides are arranged in parallel and projecting downward in a direction perpendicular to the pair of lower rails. A base for placing a seismic isolation object and a support shaft frame main body, which are opposed to each other, and surrounded by the pair of lower rails and a pair of upper rails between the base and the base that are opposed to each other. End portions of a plurality of roller support shaft bodies in which the support shaft frame main body is disposed in a space area and the support shaft frame main body is penetrated in a direction orthogonal to the two pieces outside the two pieces along the pair of lower rails. A plurality of rollers that are in rolling contact with the rail surfaces of the respective lower rails are rotatably supported via bearings that exhibit a friction damping function, and are supported on the outer sides of the other two pieces along the pair of upper rails. A plurality of rollers that are in rolling contact with the rail surface of the upper rail at each end of a plurality of roller support shafts that penetrate the main body in a direction perpendicular to the other two pieces, via bearings that exhibit a friction damping function Roller-supported roller A support shaft frame, and within a range in which mutual interference between the lower rail and the upper rail does not occur, the roller support shaft in a direction orthogonal to the two pieces of the rollers in the direction along the lower rail. A thin structure, with the shaft support position approaching the gantry side and the shaft support position by the roller support shaft body in the direction perpendicular to the other two pieces of each roller in the direction along the upper rail approaching the base side And a seismic isolation performance applying the principle of a pendulum by a symmetrical shape centered on the lowest part of the pair of lower rails, a return function proportional to the load, a friction damping function by each bearing, and each lower part Maximum static frictional force between a plurality of rollers that are in rolling contact with the rail surface of the rail and each roller support shaft body, maximum between a plurality of rollers that are in contact with the rail surface of each upper rail and each roller support shaft body It was realized by the configuration to exert a trigger function that uses stop frictional force.

  Hereinafter, a seismic isolation device according to an embodiment of the present invention will be described in detail with reference to FIGS.

Example 1
With reference to FIG. 1 thru | or FIG. 9, the seismic isolation apparatus 51 which concerns on Example 1 of this invention is demonstrated.

  As shown in FIGS. 1 to 7, the seismic isolation device 51 according to the first embodiment includes a pair of lower rails 2, 2 in which the central portion of the rail surface is the lowest portion and both sides thereof are symmetrically inclined ascending surfaces. For example, a base 1 having a square shape in plan view, and the center part of the rail surface is the highest part, and both sides thereof are symmetrically inclined downward inclined surfaces. The pair of upper rails 12, 12 are arranged in parallel and projecting in an upward direction and orthogonal to the pair of lower rails 2, 2, and disposed above the base 1 so as to face the base 1. For example, a pair of lower rails 2 and 2 and a pair of upper rails between a gantry 11 for placing the seismic isolation object 52 in a square shape in plan view, and the base 1 and the gantry 11 arranged to face each other. 12 and 12 are roller support shaft frames 21 arranged in a space region surrounded by 12 and 12. , The has.

  The following description will be made assuming that the direction in which the lower rail 2 is disposed is the XX direction and the direction in which the upper rail 12 is disposed is the YY direction.

The roller support shaft frame 21 includes three pieces on one side which are in contact with the rail surfaces of the lower rails 2 and 2 on the outer sides of the two pieces 21a and 21b of the support shaft frame main body 20 along the pair of lower rails 2 and 2, respectively. A total of six roller groups are rotatably supported one by one, and are in contact with the rail surfaces of the upper rails 12 and 12 outside the other two pieces 21c and 21d along the pair of upper rails 12 and 12, respectively. A total of 6 roller groups, 3 on each side, are rotatably supported.
The support shaft frame main body 20 is formed in, for example, a square tube shape while exhibiting a square shape in plan view.

  The structure of the roller support shaft frame 21 and each roller group will be further described in detail.

  The roller support shaft frame body 21 has a support shaft frame body 20, and the support shaft frame body 20 is screwed at both ends at a predetermined interval in the direction along the lower rail 2 in the support shaft frame body 20. Three roller support shaft bodies 31a, 31b, 31c having a portion are arranged, and one end side of each of the three roller support shaft bodies 31a, 31b, 31c penetrates the piece 21a and protrudes outward. The other end side penetrates the piece 21b and protrudes outward.

  The three roller support shaft bodies 31a, 31b, 31c are arranged as follows. The roller support shaft body 31a is disposed at the center position, and the roller support shaft bodies 31b, 31c are disposed on both sides of the roller support shaft body 31a. Give an explanation.

  In FIG. 2 of the illustrated example, the roller support shaft bodies 31a, 31b, 31c are protruded to the outside of the piece 21a, the piece 21b, for example, as shown in FIG. Each of the rollers 32a, 32b, 32c is rotatably supported by a configuration of three on one side through a total of six pieces through 33c.

  In addition, the center rollers 32a and 32a supported by the roller support shaft body 31a at the center position are provided with flanges 32a1 and 32a1 in an arrangement located on the side of the pieces 21a and 21b, and are in contact with the lower rail 2. It ensures the running stability and anti-rolling function.

  Furthermore, each roller support shaft body 31a, 31b, 31c penetrates each roller 32a, 32b, 32c and protrudes further outward, and a spacing plate 34 is fitted to these protruding portions, Nuts 36 are screwed onto the protruding end sides of the roller support shaft bodies 31a, 31b, and 31c with the washers 35 interposed therebetween to integrally hold the protruding ends of the roller support shaft bodies 31a, 31b, and 31c. Each roller support shaft body 31a, 31b, 31c is configured to be fixed.

  Further, the roller support shaft frame body 21 includes three roller support shaft bodies 41a and 41b having screw portions at both ends at predetermined intervals in the direction following the upper rail 12 in the roller support shaft frame body 21. , 41c, and one end side of each of the three roller support shafts 41a, 41b, 41c passes through the piece 21c and protrudes outward, and the other end side passes through the piece 21d and is outside. It protrudes in the direction.

  The three roller support shaft bodies 41a, 41b, and 41c are described below as a configuration in which the roller support shaft body 41a is disposed at the center position, and the roller support shaft bodies 41b and 41c are disposed on both sides of the roller support shaft body 41a. I do.

  The roller support shaft bodies 41a, 41b, and 41c are respectively provided with three rollers 42a, 42b, and 42c on one side through bearings 43a, 43b, and 43c, respectively, at the portions protruding to the outside of the pieces 21c and 21d. It is pivotally supported in a 6-piece configuration.

The central rollers 42a and 42a supported by the central roller support shaft body 41a are provided with flanges 42a1 and 42a1 so as to be positioned on the side of the pieces 21c and 21d. It ensures the running stability and anti-rolling function by contact.
Further, each of the roller support shaft bodies 41a, 41b, 41c passes through each of the rollers 42a, 42b, 42c and further protrudes outward. As in the case described above, the spacing holding plate 44 is provided on these protruding portions. The nuts 46 are screwed onto the protruding end sides of the roller support shaft bodies 41a, 41b, and 41c with the washers 45 interposed therebetween, so that the protruding ends of the roller support shaft bodies 41a, 41b, and 41c are inserted. The roller support shaft bodies 41a, 41b, 41c are fixedly held together.

  As shown in FIG. 2, the roller support shaft bodies 31a, 31b, 31c and the three roller support shaft bodies 41a, 41b, 41c in the roller support shaft frame 21 are arranged as shown in FIG. , 31c is arranged at the upper stage, and the roller support shafts 41a, 41b, 41c are arranged at the lower stage, so that no mutual interference occurs when the lower rail 2 and the upper rail 12 are moved relative to each other. Within the range, the axial support positions of the rollers 32a, 32b, 32c in the direction along the lower rail 2 by the roller support shaft frame 21 are brought closer to the gantry 11 side, and the rollers 42a, 42b in the direction along the upper rail 12 are moved. 42c is moved closer to the base 1 side by the shaft support position by the roller support shaft frame 21 to reduce the distance between the base 1 and the gantry 11, and the seismic isolation device 51 It has achieved a reduction in thickness of as. The roller 42a has a flange 42a1.

  As for the roller diameters of the rollers 32a, 32b, and 32c, as shown in FIG. 2, the roller diameter of the central roller 32a is large, the roller diameters of the rollers 32b and 32c on both sides thereof are the same, and The diameter is smaller than that of the roller 32a.

  Next, various actions and effects of the seismic isolation device 51 according to the first embodiment of the present invention will be described.

(Seismic isolation performance of the seismic isolation device 51)
According to the seismic isolation device 51 according to the first embodiment, by selecting the concave shapes as described above for the lower rail 2 and the upper rail 12, respectively, by applying a pendulum (single vibration constant velocity circular motion). The natural frequency of the seismic isolation device 51 can be designed freely.

  In other words, the basic principle of the pendulum can be expressed as natural frequency f = 1 / T, where f is the natural frequency and T is the period, as is well known.

  Here, the period T can be expressed by the following formula 1.

  In Equation 1, L is the length of the equivalent pendulum, and g is the gravitational acceleration. When this is applied to the seismic isolation device 51, the natural frequency f ( The period T) becomes constant and the seismic isolation performance is extremely stable.

  On the other hand, when a sliding bearing or a linear guide system that is often used in conventional seismic isolation devices is adopted, the seismic isolation device's movement during an earthquake is caused by a plurality of elastic members such as pullback springs for linear motion. It is necessary to use it, the natural frequency changes due to the expansion and contraction of the elastic member, the seismic isolation performance is not stable, and the mechanism becomes complicated.

(Return function of the seismic isolation device 51 of the first embodiment)
In the seismic isolation device 51 of the first embodiment, a pair of lower rails 2 and 2 having a central portion of the rail surface forming the lowest portion and rising slopes on both sides thereof, and a central portion of the rail surface forming the highest portion. A pair of upper rails 12 and 12 having both sides inclined downward are employed.

  Therefore, after the end of the earthquake motion, the relative positions of the base 1 and the base 11 shifted in the X direction as shown in FIG. 3 by the lower rails 2 and 2 and the rollers 32a to 32c are shown in FIG. It is possible to automatically return to the position when the earthquake is not shown without using any mechanism for pulling back a spring or the like.

  Similarly, after the end of the earthquake motion, the relative positions of the base 1 and the base 11 shifted in the Y direction as shown in FIG. 5 by the upper rails 12 and 12 and the rollers 42a to 42c are shown in FIG. It is possible to automatically return to the position when the earthquake does not occur without using any mechanism such as a spring.

  In this case, since the return force is proportional to the load P, as shown in FIG. 2 or 4, the lower rail 2 is at the lowest place and the upper rail 12 is at the highest place, the central roller 32a or roller. It will return so that 42a may be in the most stable position.

  This is an important function in the seismic isolation device 51 in order to completely secure the entire movement stroke for the next earthquake (including aftershocks).

  On the other hand, in a linear movement support often used in conventional seismic isolation devices, a plurality of elastic members such as pull-back springs are necessarily required, resulting in an increase in cost. It becomes impossible.

(Attenuation function of the seismic isolation device 51 of the first embodiment)
In the seismic isolation device 51 of the first embodiment, the materials of the bearings 33a, 33b, and 33c or the bearings 43a, 43b, and 43c, the mechanism, and the like are selected, and the friction coefficients are appropriately selected. The frictional force generated between the roller support shafts 31a to 31c or between the rollers 42a to 42c and the roller support shafts 41a to 41c is adjusted, and this frictional force is effectively used as a damping force. Therefore, it is possible to suppress the horizontal displacement and to exhibit the seismic isolation effect while effectively demonstrating the damping function even for long-period ground motion.

  In contrast, oil dampers and the like often used in conventional seismic isolation devices have a complicated mechanism and the damping force is not proportional to the load P. Therefore, if the load P varies, it is necessary to replace the oil damper or the like. End up.

(Trigger function of the seismic isolation device 51 of the first embodiment)
Generally, in a friction damper, there are a static friction coefficient and a dynamic friction coefficient as friction coefficients. In this case, it is known that the maximum static friction force (static friction coefficient x mounting load) is larger than the dynamic friction force (dynamic friction coefficient x mounting load). It has been.

In the seismic isolation device 51 on which the mounting load P of the first embodiment is applied, between the rollers 32a to 32c and the roller support shafts 31a to 31c, or between the rollers 42a to 42c and the roller support shafts 41a to 41c. The seismic isolation device 51 does not operate until an earthquake motion (vibration) greater than the maximum static frictional force between the two is generated.
When an earthquake motion larger than the maximum static friction force acts, it becomes a dynamic friction force, and from this stage, a trigger function for operating the seismic isolation device 51 can be exhibited.
In this case, since the dynamic friction force is constant regardless of the speed and there is no maximum dynamic friction force, the seismic isolation device 51 operates smoothly.

(Thinning and cost reduction of the seismic isolation device 51 of the first embodiment)
In the seismic isolation device 51 of the first embodiment, as described above, the pivot support position by the roller support shaft frame 21 of each of the rollers 32a, 32b, and 32c in the direction along the lower rail 2 is not a multistage stacked rail structure. It is set as the structure which was made to approach the mount frame 11 side, and the axial support position by the roller support shaft frame 21 of each roller 42a, 42b, 42c of the direction along the upper rail 12 was made to approach the base 1 side.

  As a result, the seismic isolation device 51 can be thinned, and the X-direction rollers 32a to 32c related to the lower rail 2 are in the upper position, and the Y-direction rollers 42a to 42c related to the upper rail 12 are in the lower position. Thus, the center of gravity of the seismic isolation device 51 itself is lowered, and it can be made ultra-thin, and stable and smooth seismic isolation performance can be exhibited against earthquake motion.

  In addition, since the roller support shaft bodies 31a to 31c and the roller support shaft bodies 41a to 41c are different in X and Y steps, the roller support shaft bodies 31a to 31c and the roller support shaft bodies 41a to 41c have an orthogonal structure. Easy to manufacture and low cost.

(Relation between the lower rail 2 and the upper rail 12 and the mounting load P in the seismic isolation device 51 of the first embodiment)
In the non-earthquake state, as shown in FIG. 2, all the lower rollers 32 a to 32 c are in contact with the rail surface of the lower rail 2 with the lower roller 32 a at the center in the vicinity of the central portion of the lower rail 2. (When there is no earthquake, it is kept in the most stable state for a long time).

  However, the central portion of the lower rail 2 is the place where the height is the lowest and the section modulus is the smallest and structurally weak. In this central portion, if the load is received by only the central roller 32a as a one-point concentrated load, the height can be solved by increasing the height of the lower rail 2, but the height of the seismic isolation device 51 increases (higher It will be forced to increase the cost.

  For this reason, in the first embodiment, the number of rollers that are in rolling contact with the rail surface of the lower rail 2 is increased, and the lower rail has a structure in which a distributed load by the rolls 32a to 32c is applied to the lower rail 2 instead of a single point concentrated load. The height dimension of 2 is kept low, and cost reduction is realized also from this point.

In the earthquake occurrence state, all (three on each side) rollers 32a to 32c come into contact with the lower rail 2 with long-term stress (1600Kgf / cm ² for the general structural steel SS400) to disperse the loading load P, and long-term This ensures a safe strength.

  Corresponding to the mounting load P, the determination of the height of the lower rail 2 and the number of rollers for applying the distributed load can be easily calculated.

  On the other hand, in the operation state at the time of earthquake occurrence, as shown in FIG. 3, the lower rail 2 is moved by the earthquake motion (maximum movement state in the XX direction), and the central roller 32a and the right roller 32b among the rollers 32a to 32c. The load P is distributed and received.

In such an earthquake occurrence state, the short-term stress (2400 Kgf / cm ^{2 in the} general structural steel SS400) is 1.5 times the long-term stress, and the rollers 32 a to 32 c move on the lower rail 2. The height of the lower rail 2 increases and the section modulus increases.

  Here, generally considering the section modulus of the rail, the stress σ can be expressed as σ = M / Z where the section modulus is Z and the bending moment is M.

Section modulus Z of the rectangular steel, the plate thickness b, and the height is h, the relational expression is Z = bh ^2/6, and the sectional factor Z increases with the square fold rectangular steel height.

  Therefore, in order to increase the strength of the lower rail 2, it can be said that it is more effective to increase (increase) the height h than to increase the plate thickness b. However, in this case, the height of the seismic isolation device 51 increases (becomes higher).

  Next, when an earthquake occurs, the number of rollers that apply the load P to the lower rail 2 is smaller than when no earthquake occurs (the roller 32c among the rollers 32a to 32c is lower rails as shown in FIG. 3). 2 and non-contact state).

  During the earthquake, the short-term stress is 1.5 times the long-term stress, and the rollers 32a and 32b among the rollers 32a to 32c move to a higher position on the rail surface of the lower rail 2, Therefore, the seismic isolation device 51 that is stable in strength can be realized.

  In the above description, the relationship between the lower rail 2 and the rollers 32a to 32c has been mainly described, but the relationship between the upper rail 12 and the rollers 42a to 42c is basically the same.

  That is, when no earthquake occurs, as shown in FIG. 4, all the rollers 42 a to 42 c are in contact with the rail surface of the upper rail 12 with the roller 42 a at the center near the center of the upper rail 12 (earthquake). When there is no, it is kept in the most stable state for a long time).

  On the other hand, in the earthquake occurrence state, as shown in FIG. 5, the upper rail 12 is moved by the earthquake motion (maximum movement state in the Y-Y direction), and the lower roller 42a to 42c and the center roller 42a in FIG. The mounting load P is distributed and received by the side roller 42b.

  Due to the relationship between the upper rail 12 and the rollers 42a to 42c, the same actions and effects as those described above can be exhibited with respect to the earthquake motion in the Y-Y direction.

  According to the seismic isolation device 51 of the first embodiment, the X-direction rollers 32a to 32c and the Y-direction rollers 42a to 42c are input regardless of the seismic motion in the X-X direction or the Y-Y direction. However, the gantry 11 can exhibit an excellent seismic isolation function for the seismic isolation object 52 while maintaining a substantially stationary state by rotating while being in rolling contact with the rail surfaces of the lower rail 2 and the upper rail 12.

(An anti-shake function of the seismic isolation device 51 of the first embodiment)
According to the seismic isolation device 51 of the first embodiment, the flange 32a1 of each roller 32a in the X direction and the flange 42a1 of each roller 42a in the Y direction are the rail side surfaces of the pair of lower rails 2 and the pair of upper rails 12, respectively. By rotating while rolling each inside, a plurality of rollers each rotating while rolling on the rail surface, and, as shown in FIG. It is possible to substantially prevent occurrence of yaw of the seismic isolation device 51 itself.

  FIG. 8 shows a single configuration of the seismic isolation device 51 according to the first embodiment, and FIG. 9 shows a usage form in a state where, for example, four seismic isolation devices 51 according to the first embodiment are connected.

  According to the first embodiment described above, excellent seismic isolation performance that is not related to the load P, a return function that returns to the original position at the end of the earthquake, a damping function that is proportional to the load P, and prevents operation in small earthquake motions. Realizing the seismic isolation device 51 that can demonstrate the trigger function to prevent the device from shaking when the seismic motion occurs, and can be constructed thinly and compactly with a simple structure, requiring no maintenance and inexpensively. Can be provided.

(Example 2)
Next, a seismic isolation device 51A according to Example 2 of the present invention will be described with reference to FIG.

  The seismic isolation device 51A according to the second embodiment has substantially the same configuration as that of the seismic isolation device 51 according to the first embodiment, but the roller diameters of the rollers 32a to 32c in the X direction and the rollers in the Y direction. Each of the roller diameters 42a to 42c is the same diameter.

  Also with the seismic isolation device 51A according to the second embodiment, the same actions and effects as those of the seismic isolation device 51 according to the first embodiment can be exhibited.

(Example 3)
Next, with reference to FIG. 11, the seismic isolation apparatus 51B which concerns on Example 2 of this invention is demonstrated.

  The seismic isolation device 51B according to the third embodiment has substantially the same configuration as that of the seismic isolation device 51 according to the first embodiment, but in addition to the rollers 32a to 32c in the X direction, two rollers 32d, 32e is added to form a five-roller structure, and in addition to the Y-direction rollers 42a to 42c, two rollers 42d and 42e are further added to form a five-roller structure.

  According to the seismic isolation device 51B according to the third embodiment, the same actions and effects as those of the seismic isolation device 51 according to the first embodiment can be exhibited, and the number of rollers in the X direction and the Y direction is increased. Thus, it is possible to provide the seismic isolation device 51 </ b> B that can disperse the load P more and secure a safer strength.

  The number of rollers in the X direction and the Y direction and the diameter of the rollers are not particularly limited, and may be a continuous arrangement of a large number of rollers in addition to the case described above. In the present invention, it goes without saying that the number of rollers in the X direction and the Y direction, the diameter of the rollers, and the number of seismic isolation devices 51 to be connected can be freely changed.

  The present invention can be widely used for horizontal two-dimensional seismic isolation for various seismic isolation objects such as various machines, equipment, precision instruments, art sculptures, and the like.

DESCRIPTION OF SYMBOLS 1 Base 2 Lower rail 11 Base 12 Upper rail 20 Support shaft frame main body 21 Roller support shaft frame body 21a Piece 21b Piece 21c Piece 21d Piece 31a Roller support shaft body 31b Roller support shaft body 31c Roller support shaft body 32a Roller 32a1 Flange 32b Roller 32c Roller 32d Roller 32e Roller 33a, 33b, 33c Bearing 34 Spacing retaining plate 35 Washer 36 Nut 41a Roller support shaft body 41b Roller support shaft body 41c Roller support shaft body 42a Roller 42a1 Flange 42b Roller 42c Roller 42d Roller 42e Roller 42e Roller 42e 43b, 43c Bearing 44 Spacing plate 45 Washer 46 Nut 51 Seismic isolation device 51A Seismic isolation device 51B Seismic isolation device 52 Seismic isolation object P Load

Claims (5)

A pair of lower rails whose center part is the lowest part and whose both sides are symmetrically ascending inclined surfaces in parallel, and are installed on a floor surface or the like projecting upward;
A pair of upper rails with the central part being the highest part and both sides of which are symmetrically inclined downwardly inclined surfaces are arranged in parallel and projecting downward and perpendicular to the pair of lower rails, above the base And a base for placing a seismic isolation object placed opposite to this base,
Between the base and the pedestal arranged opposite to each other, the pair of lower rails are disposed in a space region surrounded by the pair of upper rails, and each of the lower portions is disposed outside two pieces along the pair of lower rails. A plurality of rollers that are in rolling contact with the rail surface of the rail are rotatably supported, and a plurality of rollers that are in contact with the rail surface of the upper rail are rotatably supported outside the other two pieces along the pair of upper rails. A roller support shaft frame,
Have
Within the range in which mutual interference between the lower rail and the upper rail does not occur, the axial support position by the roller support shaft frame of each roller in the direction along the lower rail is brought closer to the gantry side, and each of the directions along the upper rail is The shaft support position by the roller support shaft frame of the roller was placed close to the base side,
A seismic isolation device. A pair of lower rails whose center part is the lowest part and whose both sides are symmetrically ascending inclined surfaces in parallel, and are installed on a floor surface or the like projecting upward;
A pair of upper rails with the central part being the highest part and both sides of which are symmetrically inclined downwardly inclined surfaces are arranged in parallel and projecting downward and perpendicular to the pair of lower rails, above the base And a base for placing a seismic isolation object placed opposite to this base,
A support shaft frame body having a roller support shaft body disposed therein, and a support shaft frame in a space region surrounded by the pair of lower rails and the pair of upper rails between the base and the gantry disposed opposite to each other; The main body is disposed, and at each end of a plurality of roller support shaft bodies that penetrate the support shaft frame main body in a direction orthogonal to the two pieces outside the two pieces along the pair of lower rails, A plurality of rollers that are in rolling contact with the rail surface are rotatably supported via bearings that exhibit a frictional damping function, and the support shaft frame body is disposed outside the other two pieces along the pair of upper rails. A plurality of rollers, which are in rolling contact with the rail surface of the upper rail, are respectively rotatably supported by bearings that exhibit a friction damping function at each end of a plurality of roller support shafts that are passed through in a direction perpendicular to the axis. Roller support shaft And body,
Have
Within the range in which mutual interference between the lower rail and the upper rail does not occur, the axial support position by the roller support shaft body in the direction perpendicular to the two pieces of each roller in the direction along the lower rail is brought closer to the gantry side, As an arrangement in which the shaft support position by the roller support shaft body in the direction perpendicular to the other two pieces of each roller in the direction along the upper rail is made closer to the base side, it is a thin structure,
Seismic isolation performance that applies the principle of the pendulum by a symmetrical shape centered on the lowest part of the pair of lower rails, a return function proportional to the mounted load, a friction damping function by each bearing, and a rail surface of each lower rail The maximum static frictional force between each roller supporting shaft body and each roller supporting shaft body, and the maximum static frictional force between each roller supporting shaft body and each of the plurality of rollers rolling contact with the rail surface of each upper rail. Configured to demonstrate the trigger function,
A seismic isolation device. A pair of lower rails whose center part is the lowest part and whose both sides are symmetrically ascending inclined surfaces in parallel, and are installed on a floor surface or the like projecting upward;
A pair of upper rails with the central part being the highest part and both sides of which are symmetrically inclined downwardly inclined surfaces are arranged in parallel and projecting downward and perpendicular to the pair of lower rails, above the base And a base for placing a seismic isolation object placed opposite to this base,
A support shaft frame main body is provided, and the support shaft frame main body is disposed in a space region surrounded by the pair of lower rails and the pair of upper rails between the opposed base and the base, and a pair of Three that are in rolling contact with the rail surfaces of the respective lower rails at the respective ends of the three roller support shafts that pass through the supporting shaft frame main body in the direction perpendicular to the two pieces on the outer side of the two pieces along the lower rail. The roller is rotatably supported via a bearing that exhibits a friction damping function, and passes through the supporting shaft frame body in the direction perpendicular to the other two pieces outside the other two pieces along the pair of upper rails. Three rollers, which are in rolling contact with the rail surface of the upper rail, are respectively pivotally supported on the respective end portions of the three roller support shafts that are rotatably supported through bearings that exhibit a friction damping function. In the center of each roller Increasing the roller diameter of Ra, and the roller supporting shaft frame member has a small roller diameter of the roller on both sides,
Have
Within the range in which mutual interference between the lower rail and the upper rail does not occur, the support position of the roller support shaft body in the direction perpendicular to the two pieces of each roller in the direction along the lower rail is brought closer to the gantry side. And a thin structure as an arrangement in which the shaft support position by the roller support shaft body in the direction perpendicular to the other two pieces of each roller in the direction along the upper rail is made closer to the base side,
The seismic isolation performance applying the principle of the pendulum by the symmetrical shape centered on the lowest part of the pair of lower rails, the return function proportional to the mounted load, the friction damping function by each bearing, and the rail surface of each lower rail The maximum static friction force between each roller and each roller support shaft body that is in rolling contact and the maximum static friction force between each roller and each roller support shaft body that is in contact with the rail surface of each upper rail are used. The trigger function was demonstrated, and it was configured to receive the mounting load as a distributed load by each of the three rollers.
A seismic isolation device. A pair of lower rails whose center part is the lowest part and whose both sides are symmetrically ascending inclined surfaces in parallel, and are installed on a floor surface or the like projecting upward;
A pair of upper rails with the central part being the highest part and both sides of which are symmetrically inclined downwardly inclined surfaces are arranged in parallel and projecting downward and perpendicular to the pair of lower rails, above the base And a base for placing a seismic isolation object placed opposite to this base,
A support shaft frame main body is provided, and the support shaft frame main body is disposed in a space region surrounded by the pair of lower rails and the pair of upper rails between the opposed base and the base, and a pair of Three that are in rolling contact with the rail surfaces of the respective lower rails at the respective ends of the three roller support shafts that pass through the supporting shaft frame main body in the direction perpendicular to the two pieces on the outer side of the two pieces along the lower rail. The roller is rotatably supported via a bearing that exhibits a friction damping function, and passes through the supporting shaft frame body in the direction perpendicular to the other two pieces outside the other two pieces along the pair of upper rails. Three rollers, which are in rolling contact with the rail surface of the upper rail, are respectively pivotally supported on the respective end portions of the three roller support shafts that are rotatably supported through bearings that exhibit a friction damping function. The roller diameter of each roller is the same And the roller support shaft frame body was,
Have
Within the range in which mutual interference between the lower rail and the upper rail does not occur, the axial support position by the roller support shaft body in the direction orthogonal to the two pieces of the rollers in the direction along the lower rail approaches the gantry side And a thin structure as an arrangement in which the shaft support position by the roller support shaft body in the direction orthogonal to the other two pieces of each roller in the direction along the upper rail is brought closer to the base side,
The seismic isolation performance applying the principle of the pendulum by the symmetrical shape centered on the lowest part of the pair of lower rails, the return function proportional to the mounted load, the friction damping function by each bearing, and the rail surface of each lower rail The maximum static friction force between each roller and each roller support shaft body that is in rolling contact and the maximum static friction force between each roller and each roller support shaft body that is in contact with the rail surface of each upper rail are used. The trigger function was demonstrated, and it was configured to receive the mounting load as a distributed load by each of the three rollers.
A seismic isolation device.   5. The seismic isolation device comprising the base, the gantry, and the roller support shaft frame is configured to perform horizontal two-dimensional seismic isolation of a seismic isolation object as a plurality of connected configurations. The seismic isolation device according to any one of the above.

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