TW201937046A - Base isolation device, base isolation monitoring system, and base isolation monitoring method - Google Patents

Abstract

The present invention comprises: a laminate; and a lower flange and/or an upper flange that is/are provided to a lower end side and/or an upper end side of the laminate. An acceleration sensor is provided to the lower flange and/or the upper flange. Or, the lower flange and the upper flange are respectively fixed to a lower structure and an upper structure via a lower plate and an upper plate, and an acceleration sensor is provided to the lower plate and/or the upper plate.

Description

 Anti-vibration device, anti-vibration detection system and anti-seismic detection method  

The invention relates to an anti-vibration device, an anti-vibration detection system and an anti-seismic detection method.

In the past, the amount of kinetic energy transmitted from the lower structure to the upper structure was reduced by interposing the anti-vibration device between the lower structure such as the foundation of the structure and the upper structure such as the building body. The structure having the above-described structure is generally called a shock-proof structure, and it is possible to reduce the shaking of the upper structure due to earthquakes or the like in the earthquake-proof structure (for example, Patent Document 1).

[Previous Technical Literature]

[Patent Literature]

Patent Document 1: Japanese Patent Laid-Open No. Hei 11-172955

In recent years, the need to confirm the safety of construction after an earthquake or the like has been improved in a short period of time. However, in general, systems for confirming the above-mentioned security have a large and expensive tendency. Further, an anti-vibration device having high seismic resistance is known, but there is no system capable of detecting damage of the anti-shock device after an earthquake.

Therefore, an object of the present invention is to provide an anti-vibration device, an anti-vibration detecting system, and a shock detecting method capable of confirming the safety of a building after an earthquake or the like with a simple configuration.

In the same manner, the anti-vibration device of the present invention includes a laminate, and an anti-vibration device of at least one of a lower side flange and an upper flange provided on a lower end side and an upper end side of the laminate; the lower side convex At least one of the edge and the upper side flange is provided with an acceleration sensor.

In addition, the "lower side flange" as used in the present specification includes a lower flange on the lower end side of the laminate provided in the anti-vibration device adjacent to the laminate (indicated by symbol 2A2 in FIG. 1B), and as needed. It is fixed to the lower flange and is interposed between the lower flange and the lower structure such as the foundation of the earthquake-proof structure (indicated by symbol 2A3 in Fig. 1B). Therefore, in the present specification, the acceleration sensor can be disposed on the lower flange or the lower plate, or both the lower flange and the lower plate.

Similarly, the "upper flange" as used herein includes a flange on the upper end side of the laminate provided in the anti-vibration device adjacent to the laminate (indicated by symbol 2B2 in FIG. 1B), and as needed. The upper flange is fixed to the upper flange and is interposed between the upper flange and the upper structure such as the construction body of the earthquake-proof structure (indicated by symbol 2B3 in Fig. 1B). Therefore, in the present specification, the acceleration sensor can be disposed on the upper flange or the upper plate, or both the upper flange and the upper plate.

Further, in the present specification, "relative displacement in the height direction between the lower flange and the upper flange and/or relative displacement in the horizontal direction" means a laminate interposed between the lower flange and the upper flange. In the state where no deformation occurs, the relative displacement of the lower flange and the upper flange is based on the positional relationship between the lower flange and the upper flange.

In another aspect, the anti-vibration device of the present invention includes a laminate, and an anti-vibration device of at least one of a lower side flange and an upper flange provided on a lower end side and an upper end side of the laminate; the lower side The flange and the upper flange respectively have a lower plate and an upper plate, and the lower plate and the upper plate are fixed to the lower structure and the upper structure; the lower plate and/or the upper plate are provided with an acceleration sensor .

In other aspects, the anti-vibration detection system of the present invention is used for detecting an anti-vibration detection system of an anti-vibration structure provided with an anti-vibration device; and has: an anti-vibration device having a laminate body, a lower end side and an upper end of the laminate body At least one of the lower side flange and the upper side flange provided on the side, and an acceleration sensor provided by at least one of the lower side flange and the upper side flange; and an acceleration data transmission mechanism The measured value of the acceleration sensor is transmitted to the outside of the shock absorbing pit provided with the anti-vibration device.

In other aspects, the anti-vibration detection system of the present invention is used for detecting an anti-vibration detection system of an anti-vibration structure provided with an anti-vibration device; and has: an anti-vibration device having a laminate body, a lower end side and an upper end of the laminate body Providing at least one of a lower side flange and an upper side flange, and an acceleration sensor, the lower side flange and the upper side flange respectively having a lower plate and an upper plate through the lower plate and the The upper plate is fixed to the lower structure and the upper structure; and the acceleration data transmission mechanism transmits the measured value of the acceleration sensor to the outside of the earthquake proof pit provided with the anti-vibration device; the acceleration sensor is disposed at the lower portion Plate and / or the upper plate.

In the same manner, the anti-seismic detecting method of the present invention is a method for detecting an anti-seismic detecting of a seismic building, comprising the following steps: an acceleration measuring step, which is provided by using a laminated body, a lower end side and an upper end side of the laminated body. Measuring at least one of the lower side flange and the upper side flange, and an anti-vibration device of the acceleration sensor provided by at least one of the lower side flange and the upper side flange to measure the lower side flange and the The acceleration in the upper flange; and the acceleration data transmitting step are to transmit the measured value of the acceleration sensor to the outside of the shock absorbing pit provided with the anti-shock device.

In other aspects, the anti-seismic detection method of the present invention is a method for detecting an anti-seismic detection of an anti-seismic building, and includes the following steps: an acceleration measuring step of measuring an acceleration in the lower plate and/or the upper plate by using an anti-vibration device, the anti-vibration The apparatus includes a laminate, at least one of a lower end side and an upper side flange provided on a lower end side and an upper end side of the laminated body, and an acceleration sensor, the lower side flange and the upper side flange The lower plate and the upper plate are respectively fixed to the lower structure and the upper structure through the lower plate and the upper plate; and the acceleration data transmitting step transmits the measured value of the acceleration sensor to the set The exterior of the anti-vibration pit of the anti-vibration device; the acceleration sensor is disposed on the lower plate and/or the upper plate.

According to the present invention, it is possible to provide an anti-vibration device, an anti-vibration detecting system, and a shock detecting method capable of confirming the safety of a building after an earthquake or the like with a simple configuration.

1‧‧‧Anti-shock device

2A4‧‧‧Bottom flange

2B4‧‧‧Upper flange

3‧‧‧Layer

4, 4A, 4B‧‧‧ acceleration sensor

5‧‧‧displacement meter

Fig. 1A is a perspective view showing an anti-vibration device according to an embodiment of the present invention.

Fig. 1B is a front view of an anti-vibration device according to an embodiment of the present invention.

Fig. 2 is a schematic view showing an anti-vibration detecting system according to an embodiment of the present invention.

FIG. 3 is a flow chart showing a method for detecting an anti-vibration according to an embodiment of the present invention.

4 is a flow chart showing a method of detecting an anti-vibration according to another embodiment of the present invention.

Figure 5 is a diagram showing an example of the height and position of a laminate and an acceleration sensor.

Hereinafter, an embodiment of the anti-vibration device, the anti-vibration detecting system, and the anti-seismic detecting method according to the present invention will be exemplified with reference to the drawings. In the drawings, the same reference numerals are given to common components and parts.

<anti-shock device>

Fig. 1A is a perspective view showing an anti-vibration device 1 as an embodiment of the present invention. Fig. 1B is a front view of an anti-vibration device according to an embodiment of the present invention. The anti-vibration device 1 is disposed between a lower structure such as a foundation of the structure (indicated by symbol 2A1 in FIG. 1B) and an upper structure such as a building body (indicated by symbol 2B1 in FIG. 1B), which is a type in which the upper structure can be opposed to the lower portion. A device that is constructed to be relatively horizontally moved to support. The anti-vibration device 1 includes a laminate 3, and at least one of a lower end side 2A4 and an upper side flange 2B4 provided on the lower end side (lower side of the paper surface) and the upper end side (side of the paper side) of the laminated body 3. By. In this example, the anti-vibration device 1 includes a lower flange 2A4 fixed to the lower structure, a flange 2B4 fixed to the upper structure, and a laminate interposed between the lower flange 2A4 and the upper flange 2B4. 3.

The lower flange 2A4 and the upper flange 2B4 are, for example, steel plates having a circular shape, and are disposed on the upper and lower sides of the anti-vibration device 1 in the opposing direction. The lower flange 2A4 and the upper flange 2B4 are each formed to have a larger diameter than the cross-sectional diameter of the laminate 3, and the outer peripheral portions of the lower flange 2A4 and the upper flange 2B4 are oriented across the entire circumference. The cross section of the laminated body 3 protrudes radially outward.

Further, the lower flange 2A4 and the upper flange 2B4 are fixed to the lower structure and the upper structure by, for example, a mooring bolt or the like, and the outer peripheral portions of the lower flange 2A4 and the upper flange 2B4 are attached to the flange. 2A4 and 2B4 are formed with a plurality of bolt holes 20A and 20B at intervals in the circumferential direction. Further, the lower flange 2A4 and the upper flange 2B4 may have a lower plate 2A3 and an upper plate 2B3 (base plate), respectively, and are fixed to the lower structure and the upper structure through the lower plate 2A3 and the upper plate 2B3.

The laminated body 3 is not shown in the drawing, and is a columnar body formed by laminating a plurality of hard layers and a soft layer alternately between the lower flange 2A4 and the upper flange 2B4. A slightly cylindrical shape that can be deformed in the horizontal direction. The outer peripheral portion of the laminated body 3 is formed with a coating rubber covering the outer periphery of the hard layer and the soft layer across the entire circumference.

Further, although the hard layer in the present embodiment is a steel sheet, it may be a sheet made of, for example, a hard resin other than steel ruthenium. Further, the soft layer may be rubber, but may be formed of a soft resin other than rubber.

Further, the anti-vibration device 1 is provided with an acceleration sensor 4 at least one of the lower flange 2A4 and the upper flange 2B4. In this embodiment, the inner side surface (opposite side with the upper side flange 2B4) 21A of the lower side flange 2A4 is provided with one acceleration sensor 4A, and the inner side surface of the upper side flange 2B4 (with the lower side flange) The opposite side of 2A4) 21B is provided with one acceleration sensor 4B. That is, in this embodiment, the acceleration sensors 4A, 4B are provided on the lower flange 2A4 and the upper flange 2B4, respectively.

When the acceleration sensors 4A and 4B are input to the anti-vibration device 1 due to an earthquake or the like, the accelerations of the lower flange 2A4 and the upper flange 2B4 provided with the acceleration sensors 4A and 4B are measured.

In general, even if the building is built in the same place, the size of the building shaken by earthquake or the like will still vary depending on the type of foundation or the structure of the building. In the anti-vibration device 1 according to the present embodiment, since the anti-vibration device 1 is provided with the acceleration sensor 4, not only the acceleration in the site but also the acceleration in the building can be measured to confirm the earthquake in the building.

In this manner, the anti-shock device 1 has a simple configuration in which at least one of the lower flange 2A4 or the upper flange 2B4 is provided with the acceleration sensor 4, and it is possible to confirm the safety of the building after the occurrence of an earthquake or the like.

Further, the anti-vibration device 1 is provided with the acceleration sensors 4A, 4B in both the lower flange 2A4 and the upper flange 2B4, but is provided in any one of the lower flange 2A4 or the upper flange 2B4. The acceleration sensor 4 can constitute a simpler anti-shock device.

Further, when the anti-vibration device 1 is as follows, that is, the anti-vibration device 1 has both the lower flange 2A4 and the upper flange 2B4, and the lower flange 2A4 and the upper flange 2B4 are respectively provided with a sense of acceleration. In the case of the detectors 4A, 4B, the anti-vibration device 1 can be evaluated by comparing the measured value of the acceleration sensor 4A provided on the lower side flange 2A4 with the measured value of the acceleration sensor 4B provided on the upper side flange 2B4. The amount of shock energy absorbed. If the amount of absorption of the vibration energy by the anti-vibration device 1 can be known, the performance of the anti-vibration device 1 can also be evaluated.

Further, in the anti-vibration device 1, although one acceleration sensor 4A is provided in the lower flange 2A4, two or more acceleration sensors 4A may be provided in the lower flange 2A4. In this case, by obtaining the average value of the measured values in the respective acceleration sensors 4A, the vibration at which the lower portion of the lower flange 2A4 is fixed can be more accurately estimated.

Similarly, in the anti-vibration device 1, although one acceleration sensor 4B is provided in the upper flange 2B4, two or more acceleration sensors 4B may be provided in the upper flange 2B4. In this case, by obtaining the average value of the measured values in the respective acceleration sensors 4B, the vibration at which the upper portion of the upper flange 2B4 is fixed can be more accurately estimated.

Moreover, when both the lower side flange 2A4 and the upper side flange 2B4 are provided with the acceleration sensors 4A, 4B, it is preferable that the acceleration sensor 4A and the upper side flange 2B4 provided by the lower side flange 2A4 are provided. The set acceleration sensor 4B is set in the opposite direction. In this case, the amount of absorption of the vibration energy by the anti-vibration device 1 can be more accurately confirmed.

Further, the anti-vibration device 1 is provided with a displacement gauge 5 at least one of the lower flange 2A4 and the upper flange 2B4, and the displacement gauge 5 measures the gap between the lower flange 2A4 and the upper flange 2B4. The relative displacement of the height direction (the direction indicated by the arrow Z in Fig. 1A) and/or the relative displacement of the horizontal direction (the direction indicated by the arrows X and Y in Fig. 1A). According to the displacement meter 5, it is possible to confirm the amount of residual displacement of the anti-vibration device 1 after the shaking of the building is stopped due to an earthquake or the like.

In addition, the displacement meter is preferably measured separately by a horizontal displacement meter and a vertical displacement meter. The horizontal displacement meter only needs to have the horizontal displacement meter at one position. The vertical displacement meter has the vertical displacement meter at a plurality of positions, preferably at three or more positions. In this case, the rotation or tilt of the anti-vibration device 1 can also be evaluated.

Further, from the viewpoint of more accurately grasping the amount of residual displacement, it is preferable to provide three or more displacement meters for the anti-vibration device. In the case where three displacement meters are provided, the three displacement meters are placed in the horizontal direction of the anti-vibration device, and the sum of the separation distances between the three displacement meters becomes the maximum position, by comparing the three displacement meters. The measured value can more accurately confirm the residual displacement amount of the anti-vibration device 1.

Further, in the anti-vibration device 1, the acceleration sensor 4 and the displacement gauge 5 are provided on the lower flange 2A4 and the upper flange 2B4, but in the anti-vibration device of the present invention, the lower flange 2A4 and the upper flange 2B4 are provided. If the lower plate 2A3 and the upper plate 2B3 are included as needed, an acceleration sensor and/or a displacement gauge may be provided to the lower plate 2A3 and/or the upper plate 2B3. That is, the acceleration sensor may be disposed on the lower flange 2A4 and/or the upper flange 2B4, and the displacement gauge may be disposed on the lower plate 2A3 and/or the upper plate 2B3, or the acceleration sensor may be disposed on the lower plate. 2A3 and/or upper plate 2B3, and a displacement gauge is provided to the lower flange 2A4 and/or the upper flange 2B4.

Preferably, the anti-vibration device of the present invention is configured such that the displacement meter system includes a photographing unit that photographs the scale image at a specific time interval by the photographing unit, thereby measuring the relative displacement in the height direction of the laminate and/or the relative displacement in the horizontal direction. . This makes it easier to confirm the safety of buildings after an earthquake or the like. The scale can be placed, for example, in the vicinity of the displacement meter (for example, directly below the height direction). The photographing unit can use any existing camera or the like and is disposed at a position where the scale can be photographed.

The relative displacement in the height direction and/or the relative displacement in the horizontal direction may be, for example, a maximum displacement or a minimum displacement (residual displacement after shaking) or a displacement therebetween.

In the case of obtaining the minimum displacement, the displacement meter can use the image taken at a specific time interval, and the displacement of the relative displacement in the height direction of the laminate and/or the relative displacement in the horizontal direction becomes the time below the specific threshold. The amount of displacement of the point is taken as a measure of the relative displacement in the height direction and/or the relative displacement in the horizontal direction. The above-mentioned "specific time interval" can be arbitrarily set, for example, every 5 minutes, every 10 minutes, every 20 minutes, and the like. Then, a displacement amount that becomes a time point below a certain threshold may be used as a measurement result (for example, a case where a measurement result occurs once a day is used as a measurement result of that day). Further, the above-mentioned "specific threshold value" may be arbitrarily set, and may be, for example, 0 (measurement limit value).

Figure 5 is a diagram showing an example of the height and position of a laminate and an acceleration sensor.

The maximum displacement in the horizontal direction of the layered body generated during the earthquake is δ, the shortest distance between the layered body and the acceleration sensor is x, and the height of the layered body is h, so that the height of the acceleration sensor is When h _s , it is expressed by tan θ ₁ = δ / h, tan θ ₂ = h _s / x.

In this case, in the anti-vibration device of the present invention, it is preferable to satisfy the relationship of θ ₁ + θ ₂ ≦ 90°, that is, the relationship of arctan (δ/h) + arctan (h _s / x) ≦ 90°.

By satisfying the above relationship, it is possible to more reliably prevent the side surface portion of the deformed laminated body from coming into contact with the acceleration sensor.

The anti-vibration apparatus according to another aspect of the present invention includes a laminate, and at least one of a lower side flange and an upper side flange provided on a lower end side and an upper end side of the laminate; a lower side flange and an upper side flange Each has a lower flange plate and an upper flange, and the lower plate and the upper plate are fixed to the lower structure and the upper structure; and the lower plate and/or the upper plate are provided with an acceleration sensor. With this type of anti-vibration device, it is possible to confirm the safety of the building after the occurrence of an earthquake or the like with a simple configuration.

<Anti-vibration detection system>

Next, Fig. 2 is a schematic view showing an anti-vibration detecting system 100 (hereinafter also referred to simply as "system 100") according to an embodiment of the present invention. The anti-vibration detecting system 100 includes the above-described anti-vibration device 1 which is provided in a shock-proof pit 10P of a seismic-proof building (hereinafter also referred to simply as "building") 10. That is, the anti-vibration device 1 is disposed on the foundation of the structure 10 (i.e., the lower structure 11) in this example to support the building body (i.e., the upper structure 10B). Further, in this embodiment, a plurality of anti-shock devices 1 are disposed, but only two of them are illustrated in FIG. 2 for explanation.

More specifically, the system 100 is provided with the above-described anti-vibration device 1, the acceleration sensor 4 provided by at least one of the lower side flange 2A4 or the upper side flange 2B4 of the anti-vibration device 1, and an acceleration sensor The measured value of 4 is transmitted to the acceleration data transfer mechanism 101 provided outside the shockproof pit 10P of the anti-vibration device 1.

In this example, the acceleration data transfer mechanism 101 is provided in the anti-vibration pit 10P independently of the anti-vibration device 1, but in the system of the present invention, the acceleration data transfer mechanism 101 may be incorporated in the acceleration sensor 4. Further, the acceleration data transfer mechanism 101 may be provided outside the shockproof pit 10P.

Additionally, the system 100 can have an analysis mechanism 102 that receives the measured values of the acceleration sensor 4 transmitted by the acceleration data transfer mechanism 101 and analyzes the measured values. In this system 100, the measured value of the acceleration sensor 4 is transmitted to the resolution mechanism 102 by the acceleration data transfer mechanism 101.

Further, the anti-vibration device 1 of the system 100 includes both the lower flange 2A4 and the upper flange 2B4, and the lower flange 2A4 and the upper flange 2B4 have acceleration sensors 4A and 4B, respectively. Thus, in this system 100, the measured values transmitted from the acceleration sensors 4A, 4B, respectively, are transmitted to the analysis mechanism 102 by the acceleration data transfer mechanism 101.

Moreover, the system 100 can have a magnitude that would result from the measurements transmitted from the acceleration sensors 4A, 4B, respectively, of the upper configuration 10B (eg, the lowermost layer of the building 10) and/or the lower configuration 11 (or even the ground). The construction seismicity quantification mechanism 102A is quantified.

In the system 100, the construction seismicity quantification mechanism 102A is included in the analysis mechanism 102, and the upper structure 10B is obtained from the measured values of the transmitted acceleration sensors 4A and 4B using the construction vibration quantification mechanism 102A ( For example, the vibration of the lowermost layer of the structure 10 and the vibration of the lower structure 11 (or even the ground) are quantified.

Further, in the system 100, the analysis unit 102 compares the measured values of the transmitted acceleration sensors 4A and 4B to calculate the absorption amount of the vibration energy by the anti-vibration device 1. Thereby, the amount of absorption of the vibration energy by the anti-vibration device 1 can be evaluated.

Further, the system 100 may have a laminated body displacement history obtaining mechanism 102B that acquires the displacement history of the laminated body (anti-vibration rubber) 3 of the anti-vibration device 1 by the measured values transmitted from the acceleration sensors 4A, 4B, respectively. .

In the system 100, the laminated body displacement history obtaining means 102B is included in the analyzing means 102, and the displacement history of the laminated body 3 is verified by using the laminated body displacement history obtaining means 102B, and the anti-shock device 1 can be confirmed. Degree of damage.

Further, the system 100 may further have a judging means 103 for judging the safety of the building 10 based on the measured values of the acceleration sensors 4A, 4B respectively transmitted.

In the system 100, by using the determining means 103, the measured values of the transmitted acceleration sensors 4A, 4B, respectively, can be determined by comparing the measured values set by each of the structures provided in the system 100. Building 10 is based on the safety of acceleration.

Further, in the system 100, at least one of the vibration of the upper structure 10B, the vibration of the lower structure 11, and the displacement history of the laminated body 3 is used by the determination means 103, and each of the structures in which the system 100 is installed. By comparing the preset thresholds, it can be determined that the structure 10 is based on the seismicity of the structure 10 and/or the safety of the displacement history of the laminate 3.

Further, the system 100 may have a first contact mechanism 105 for notifying the resident 104 in the building 10 of the safety of the building 10 determined by the determining unit 103.

The first contact mechanism 105 may be, for example, a display, and the determination result (security determination result) determined by the determination unit 103 may be displayed on the display by using an index that is easily understood by the resident 104 to cause an earthquake or the like to occur in the rear structure 10. The security informs the detainee 104 in the building 10.

Further, the first connection means 105 may be, for example, a speaker, and the determination result by the determination means 103 can be notified by an index which is easily understood by the resident 104, and the safety of the structure 10 after the earthquake or the like is notified to the inside of the building 10. Resident 104. However, the first contact mechanism in the present invention is not limited to these types.

In addition, the system 100 has a second contact mechanism 107 for calculating the measured values of the transmitted acceleration sensors 4A, 4B and/or the upper structure from the measured values by the analysis mechanism 102. At least one of the seismic intensity of 10B, the seismicity of the lower structure 11, and the displacement history of the laminated body 3 is notified to the exterior 106 of the building 10.

The second contact mechanism 107 can be, for example, a display, and can notify the external 106 of the building 10 by displaying the calculation result of the analysis mechanism 102 on the display. Here, the "outside 106 of the building 10" is, for example, a management company of the building 10, and the management company of the building 10 confirms the received value, and can determine the safety of the building 10 without knowing the building 10, and whether or not Need an emergency check.

Further, in the system 100, the analysis mechanism 102 and the determination mechanism 103 are disposed outside the building 10 (for example, on the ground), but in the system of the present invention, the analysis mechanism and the determination mechanism may be disposed in the building 10 or The exterior 106 of the building 10.

Further, in the system 100, at least one of the lower side flange 2A4 and the upper side flange 2B4 of the anti-vibration device 1 further has a displacement gauge 5 which measures the height direction between the lower side flange 2A4 and the upper side flange 2B4. Relative displacement and/or relative displacement in the horizontal direction; and relative displacement amount data transmission mechanism (in this embodiment, common to the acceleration data transmission mechanism) 101, the measured value of the displacement meter 5 is transmitted to the shockproof setting The outside of the anti-vibration pit 10P of the device 1.

In the system 100, the relative displacement of the displacement meter 5 between the lower side flange 2A4 and the upper side flange 2B4 in the height direction and/or the relative displacement in the horizontal direction is also measured by the relative displacement amount data transfer mechanism 101. It is transmitted to the resolution mechanism 102.

In the system 100, the residual displacement amount of the anti-vibration device 1 is calculated from the measured value of the relative displacement transmitted using the analysis mechanism 102. Thereby, the offset or inclination of the building can be easily calculated.

Moreover, in the system 100, the calculated residual displacement amount can be compared with a threshold value preset by each of the structures provided in the system 100 by using the determining means 103 to determine that the building 10 is based on the residual displacement amount. safety.

In addition, the system 100 may also determine that the anti-seismic structure is determined by the determining mechanism 103 according to the displacement history of the anti-vibration device 1 based on the measured value of the acceleration sensor 4 and the relative displacement amount of the anti-vibration device 1 based on the measured value of the displacement meter 5. safety. According to this configuration, even if the displacement history based on the measured value of the acceleration sensor 4 is within the preset range, the displacement history based on the measured value of the displacement meter 5 shows an abnormal situation, etc., and can still be correctly determined. The safety of earthquake-proof buildings.

Further, in the system 100, the first connection mechanism 105 can be used to notify the resident 104 in the building 10 based on the safety of the residual displacement amount of the anti-vibration device 1 by the structure 10 determined by the determination unit 103.

Further, the system 100 can notify the external 106 of the building 10 by using the second contact mechanism 105 to compare the residual displacement amount of the anti-vibration device 1 calculated by the analysis unit 102 and/or the residual displacement amount with the threshold value. .

Further, from the viewpoint of more accurately confirming the safety of the structure 10 after the occurrence of an earthquake or the like, the system 100 of the present embodiment preferably has a plurality of anti-vibration devices for the anti-vibration pit 10P, and the anti-vibration device is provided with a lower convex portion. a rim, an upper flange, and a laminate interposed between the lower flange and the upper flange, and the acceleration sensor is provided in each of the anti-vibration devices.

Since it is also possible to cause a difference in measured values due to the position of the acceleration sensor relative to the installation position of the building 10, etc., by collecting more measured values, the upper structure 10B of the building 10 can be more accurately calculated. The vibration degree, the vibration of the lower structure 11, the displacement history of the laminated body (anti-vibration rubber) 3, and the residual displacement amount of the anti-vibration device 1.

Further, from the viewpoint of more accurately confirming the safety of the building 10 after the occurrence of an earthquake or the like, it is preferable that the acceleration sensor 4 is additionally provided in a place other than the earthquake-proof pit 10P in which the anti-vibration device 1 of the building 10 is installed. In this case, the direct vibration in the upper structure 10B can be confirmed.

As described above, the system of the present invention includes the laminated body provided with the lower side flange, the upper side flange, the lower side flange and the upper side flange, and the lower side flange And an anti-vibration device of the acceleration sensor provided by at least one of the upper flanges, and a simple structure of transmitting the measured value of the acceleration sensor to a speed data transmission mechanism external to the anti-vibration pit provided with the anti-vibration device To confirm the safety of earthquake-proof buildings after an earthquake or the like.

In addition, in general, the acceleration sensor may require periodic inspection. However, in the system of the present invention, since the acceleration sensor is disposed on the anti-vibration device, the acceleration can be performed together with the inspection of the anti-vibration device. Check the detector. Moreover, the inspection operation of the acceleration sensor can be carried out as long as it enters the earthquake-proof pit, so the burden on the occupant is also small.

Further, in the system of the present invention, the acceleration data transmission means, the relative displacement amount data transmission means, the first connection means, and the second connection means are not limited to the above-described types, and can be appropriately changed in accordance with the place where the system is used.

Preferably, the anti-vibration detection system of the present invention is configured such that the displacement meter system includes a photographing unit that photographs the scale image at a specific time interval by the photographing unit, thereby measuring the relative displacement in the height direction of the laminate and/or the horizontal direction. Relative displacement. This makes it easier to confirm the safety of buildings after an earthquake or the like. The scale can be placed, for example, near the displacement meter (for example, directly below the height direction). The photographing unit can use any existing camera or the like and is disposed at a position where the scale can be photographed.

The relative displacement in the height direction and/or the relative displacement in the horizontal direction may be, for example, a maximum displacement or a minimum displacement (residual displacement after shaking) or a displacement therebetween.

In the case of obtaining the minimum displacement, the displacement meter can use the image taken at a specific time interval, and the displacement of the relative displacement in the height direction of the laminate and/or the relative displacement in the horizontal direction becomes the time below the specific threshold. The amount of displacement of the point is taken as a measure of the relative displacement in the height direction and/or the relative displacement in the horizontal direction. The above-mentioned "specific time interval" can be arbitrarily set, for example, every 5 minutes, every 10 minutes, every 20 minutes, and the like. Then, it is also possible to use a displacement amount that becomes a time point below a certain threshold as a measurement result (for example, a case where a measurement result occurs once a day is used as a measurement result of that day). Further, the above-mentioned "specific threshold value" may be arbitrarily set, and may be, for example, 0 (measurement limit value).

Preferably, the anti-vibration detecting system of the present invention satisfies the relationship of θ ₁ + θ ₂ ≦ 90°, that is, the relational expression of arctan (δ/h) + arctan (h _s / x) ≦ 90°.

By satisfying the above relationship, it is possible to more reliably prevent the side surface portion of the deformed laminated body from coming into contact with the acceleration sensor.

The anti-vibration detecting system of the other aspect of the present invention is for detecting an anti-vibration detecting system of an anti-vibration structure provided with an anti-vibration device; and comprising: an anti-vibration device, comprising a laminated body, a lower end side and an upper end side of the laminated body Providing at least one of a lower side flange and an upper side flange, and an acceleration sensor, the lower side flange and the upper side flange respectively having a lower plate and an upper plate, and the lower plate and the upper plate are fixed to the lower portion through the lower plate and the upper plate The structure and the upper structure; and the acceleration data transmission mechanism transmit the measured value of the acceleration sensor to the outside of the earthquake-proof pit provided with the anti-vibration device; the acceleration sensor is disposed on the lower plate and/or the upper plate. With this type of anti-vibration detection system, it is possible to confirm the safety of construction after an earthquake or the like with a simple configuration.

<Anti-seismic detection method>

Next, Fig. 3 is a schematic view showing an anti-vibration detecting method (hereinafter also referred to as "detecting method") according to an embodiment of the present invention. The above-described anti-vibration device 1 and system 100 are used in this detection method.

That is, the detecting method of the present embodiment includes an acceleration measuring step (S101) using a laminated body (anti-vibration rubber) 3, a lower end side (lower side of the paper surface), and an upper end side of the laminated body 3 ( At least one of the lower side flange 2A4 and the upper side flange 2B4 provided on the upper side of the paper, and the acceleration sensor 4 provided by at least one of the lower side flange 2A4 and the upper side flange 2B4 are shockproof The device 1 measures the acceleration in the lower flange 2A4 and/or the upper flange 2B4; and the acceleration data transmission step (S102) transmits the measured value of the acceleration sensor 4 to the shockproof pit provided with the anti-vibration device 1 The outside of 10P.

Further, the detection method may include an acceleration data analysis step (S103), and the acceleration data transmitted in the acceleration data transmission step (S102) is analyzed using an arbitrary analysis unit 102.

For example, the acceleration data analysis step (S103) of the detection method may include the following specific steps by providing the acceleration sensors 4A, 4B to the lower flange 2A4 and the upper flange 2B4 of the anti-vibration device 1, respectively. .

For example, the acceleration data analysis step (S103) of the detection method may include a construction seismicity quantification step (S103a), which is transmitted from the acceleration sensors 4A, 4B using the construction seismicity quantification mechanism 102A, respectively. The measured values are used to quantify the seismicity of the building 10. In the building seismic quantification step (S103a), the building structure quantification mechanism 102A included in the analysis mechanism 102 can be used, and the upper structure 10B can be used by the measured values of the transmitted acceleration sensors 4A, 4B, respectively (for example) The vibration of the lowermost layer of the building 10 and the vibration of the lower structure 11 (or even the ground) are quantified.

Moreover, for example, the acceleration data analysis step (S103) of the detection method may include a laminate displacement history acquisition step (103b) using the laminate displacement history acquisition mechanism 102B, and respectively from the acceleration sensor 4A. The measured value transmitted from 4B is used to obtain the displacement history of the laminated body (anti-vibration rubber) 3 of the anti-vibration device 1. In the laminated body displacement history obtaining step (103b), the degree of damage of the anti-vibration device 1 can be evaluated by verifying the displacement history of the laminated body 3.

Further, for example, the acceleration data analysis step (S103) of the detection method may include a vibration energy absorption amount calculation step (S103c), which is calculated by comparing the measurement values respectively transmitted from the respective acceleration sensors 4A, 4B. The amount of absorption of vibration energy caused by the anti-vibration device 1. Thereby, the amount of absorption of the vibration energy by the anti-vibration device 1 can be evaluated.

In addition, the detecting method may further include a security determining step (S104), and determining the security of the anti-vibration building 1 based on the measured value transmitted.

In the detecting method, any determining mechanism 103 can be used, and the measured values of the acceleration sensors 4A, 4B, for example, transmitted, respectively, are set with a threshold set in advance for each building in which the system 100 is installed. In comparison, it is determined that the building 10 is based on the safety of the acceleration.

Further, in the detection method, any of the determination means 103 may be used, and at least one of the vibration of the upper structure 10B of the structure 10, the vibration of the lower structure 11, and the displacement history of the laminated body 3 may be used. The predetermined threshold value of the building is compared to determine the safety of the building 10 based on the seismicity of the building 10 and/or the displacement history of the laminated body 3.

Further, the detecting method may further include a first contacting step (S105), and notifying the resident 104 in the building 10 of the safety (determination result) of the building 10 determined in the safety determining step (S104).

Moreover, the detection method may further include a second connection step (S106), which will be calculated from the measured values of the transmitted acceleration sensors 4A, 4B and/or calculated by the analysis unit 102. At least one of the seismicity (seismic information) of the upper structure 10B, the seismicity of the lower structure 11 (seismic information), and the displacement history of the laminated body 3 is notified to the exterior 106 of the building 10.

In addition, in the detecting method of the present invention, the order of implementation of the building seismic quantification step (103a), the laminar body displacement history obtaining step (103b), and the vibration energy absorption amount calculating step (103b) may be arbitrary, and All of these steps can be implemented, or one of them can be implemented.

Similarly, in the detecting method of the present invention, the order of implementation of the first connection step (S105) and the second connection step (S106) may be arbitrary, and for example, the first connection step and the second connection step may be simultaneously performed. Also, it is also possible to perform only one of the connection steps.

As described above, in the detecting method of the present invention, by including the acceleration measuring step, at least the lower side and the upper side flange provided with the laminated body, the lower end side and the upper end side of the laminated body are used. And an anti-vibration device of the acceleration sensor provided by at least one of the lower flange and the upper flange to measure acceleration in the lower flange and/or the upper flange; and acceleration data In the transmission step, the measurement value of the acceleration sensor is transmitted to the outside of the earthquake-proof pit provided with the anti-vibration device, and the safety of the earthquake-proof building after the occurrence of an earthquake or the like can be confirmed by a simple configuration.

4 is a flow chart showing a method of detecting other embodiments of the present invention. The above-described anti-vibration device 1 and system 100 are similarly used in this detection method. In this detection method, the description of the same steps as the detection method shown in FIG. 3 will be omitted.

The detecting method includes a relative displacement amount measuring step (S201), and at least one of the lower flange 2A4 and the upper flange 2B4 is provided with a displacement gauge 5 to measure the lower flange 2A4 and the upper flange The relative displacement amount in the height direction between 2B4 and/or the relative displacement amount in the horizontal direction; and the relative displacement amount data transfer step (S202), the measured value of the displacement gauge 5 is transmitted to the outside of the shockproof pit provided with the anti-vibration device .

Further, the detecting method may include a relative displacement amount data analyzing step (S203), and the relative displacement amount data transmitted in the relative displacement amount data transmitting step (S202) is analyzed using an arbitrary analyzing unit 102.

For example, the relative displacement amount data parsing step (S203) of the detecting method may include the step of performing the following parsing.

For example, the relative displacement amount data analysis step (S203) of the detection method may include a residual displacement amount calculation step (S203a), and the residual displacement amount in the anti-vibration device 1 is calculated from the relative displacement amount transmitted in the horizontal direction. And a residual displacement amount comparison step (S203b), which compares the residual displacement amount with a specific threshold value.

Further, for example, the relative displacement amount data analyzing step (S203) of the detecting method may further include a relative displacement amount comparing step (S203c), which will transmit the relative displacement amount in the height direction and/or the relative displacement in the horizontal direction. The amount is compared to a specific threshold.

Moreover, the detection method may additionally include a security determination step (S204), and the security of the anti-vibration structure 1 is determined based on the measured value transmitted.

An arbitrary determination mechanism 103 can be used in the security determination step (S204) of the detection method, and the measurement value of the displacement meter 5, for example, transmitted, and each of the buildings provided with the system 100 are preset. The threshold value is compared to determine the safety of the structure 10 based on the relative displacement amount of the lower side flange 2A4 and the upper side flange 2B4 of the anti-vibration device 1.

Further, the detecting method may further include a first contacting step (S205), and notifying the resident 104 in the building 10 of the safety (determination result) of the building 10 determined in the safety determining step (S204).

Moreover, the detecting method may further include a second contacting step (S206), which will transmit the relative displacement amount and/or the relative displacement in the horizontal direction between the lower side flange 2A4 and the upper side flange 2B4. The measured value of the quantity informs the exterior 106 of the building 10.

In addition, in the detecting method of the present invention, the order of performing the residual displacement amount comparing step (S203b) and the relative displacement amount comparing step (S203c) may be arbitrary, and both of the steps may be performed or may be implemented. 1 person.

Similarly, in the detection method of the present invention, the order of implementation of the first connection step (S205) and the second connection step (S206) may be arbitrary. For example, the first connection step and the second connection step may be simultaneously performed. Also, it is also possible to perform only one of the connection steps.

As described above, in the detecting method of the present invention, by further including: a relative displacement amount measuring step, at least one of the lower flange and the upper flange is provided with a displacement gauge to measure the lower convex a relative displacement amount in the height direction between the edge and the upper flange and/or a relative displacement amount in the horizontal direction; and a relative displacement amount data transfer step of transmitting the measured value of the displacement gauge to the outside of the shockproof pit provided with the anti-vibration device Therefore, it is possible to confirm the safety of earthquake-proof buildings after an earthquake or the like with a simpler configuration.

In addition, although not shown in the figure, the detection method according to still another embodiment of the present invention may further include a first acceleration comparison step, and the acceleration sensor 4 is additionally disposed on the anti-vibration structure 10 and provided with the anti-vibration device 1 The measurement value of the acceleration sensor 4 provided in the vibration-proof pit 10P is compared with the measurement value of the acceleration sensor 4 provided in the location other than the earthquake-proof pit 10P in the location other than the earthquake-proof pit 10P. In this case, the safety determination step (S104, S204) can more accurately determine the safety of the seismic building after the occurrence of an earthquake or the like by referring to the comparison result of the first acceleration comparison step.

Further, from the viewpoint of more strictly determining the safety of the seismic building after the occurrence of an earthquake or the like, in the detecting method, it is preferable that the safety determining step (S104, S204) is based on the measured value of the acceleration sensor 4. The maximum measured value is used to determine the safety of the building 10.

In addition, from the same viewpoint, in the detecting method, it is preferable that the safety determining step (S104, S204) is based on the acceleration sensor 4 provided in the anti-vibration device 1 located at the position closest to the center of gravity of the building 10. The measured value is used to determine the safety of the building 10.

Further, from the viewpoint of more accurately determining the safety of the seismic building after the occurrence of an earthquake or the like, the detecting method preferably further includes a second acceleration comparing step, which is set by the anti-vibration device 1 closest to the center of gravity of the building 10. The measured value of the acceleration sensor 4 is compared with the measured value of the acceleration sensor 4 provided by the anti-vibration device 1 which is farthest from the center of gravity of the building 10. The above-described safety determining step (S104, S204) refers to the comparison result. In this case, the accuracy of the determination can be improved, and the greater the number of acceleration sensors set, the better.

In addition, in the detecting method, the safety of the anti-vibration structure can also be determined according to the displacement history of the anti-vibration device 1 based on the measured value of the acceleration sensor 4 and the relative displacement amount of the anti-vibration device 1 based on the measured value of the displacement meter 5. . With this configuration, even if the displacement history based on the measured value of the acceleration sensor 4 is within the preset range, the displacement history based on the measured value of the displacement meter 5 shows an abnormal situation, and the earthquake-proof building can be correctly determined. Security.

Preferably, the anti-vibration detecting method of the present invention is configured such that the displacement metering system includes a photographing unit that photographs the scale image at a specific time interval by the photographing unit, thereby measuring the relative displacement in the height direction of the laminate and/or the horizontal direction. Relative displacement. This makes it easier to confirm the safety of buildings after an earthquake or the like. The scale can be placed, for example, near the displacement meter (for example, directly below the height direction). The photographing unit can use any existing camera or the like and is disposed at a position where the scale can be photographed.

In the above case, the displacement meter can change the displacement of the relative displacement in the height direction of the laminate and/or the relative displacement in the horizontal direction according to the image captured at a specific time interval, and the displacement of the displacement at a time point below a certain threshold value The amount is measured as a relative displacement in the height direction and/or a relative displacement in the horizontal direction. The above-mentioned "specific time interval" can be arbitrarily set, for example, every 5 minutes, every 10 minutes, every 20 minutes, and the like. Then, it is also possible to use a displacement amount that becomes a time point below a certain threshold as a measurement result (for example, a case where a measurement result occurs once a day is used as a measurement result of that day). Further, the above-mentioned "specific threshold value" may be arbitrarily set, and may be, for example, 0 (measurement limit value).

Preferably, the anti-seismic detecting method of the present invention satisfies the relationship of θ ₁ + θ ₂ ≦ 90°, that is, the relationship of the above arctan (δ/h) + arctan(h _s / x) ≦ 90°.

By satisfying the above relationship, it is possible to more reliably prevent the side surface portion of the deformed laminated body from coming into contact with the acceleration sensor.

The anti-seismic detecting method of the other aspect of the present invention is a method for detecting an anti-seismic detecting of a seismic building, comprising the following steps: an acceleration measuring step of measuring an acceleration in a lower plate and/or an upper plate by using an anti-vibration device, and the anti-vibration device is provided At least one of the lower side and the upper side of the laminated body, the lower end side and the upper side of the laminated body, and the acceleration sensor, the lower side flange and the upper side flange respectively have a lower plate And the upper plate, and the lower plate and the upper plate are fixed to the lower structure and the upper structure; and the acceleration data transmitting step transmits the measured value of the acceleration sensor to the outside of the earthquake-proof pit provided with the anti-vibration device; the sense of acceleration The detector is disposed on the lower plate and/or the upper plate. With this type of anti-seismic detection method, it is possible to confirm the safety of the building after the occurrence of an earthquake or the like with a simple configuration.

Claims (34)

 An anti-vibration device comprising a laminate, and at least one of a lower flange and an upper flange provided on a lower end side and an upper end side of the laminate; the lower flange and the upper convex At least one of the edges is provided with an acceleration sensor.    The anti-vibration device of claim 1, further comprising the lower flange and the upper flange; the acceleration sensors are respectively disposed on the lower flange and the upper flange.    The anti-vibration device of claim 1 or 2, wherein at least one of the lower flange and the upper flange is further provided with a displacement gauge, and the height between the lower flange and the upper flange is measured Relative displacement of the direction and/or relative displacement in the horizontal direction.    The anti-vibration device of claim 3, wherein the displacement meter is provided with a photographing unit; and the photographing unit is configured to photograph an image of the scale at a specific time interval, thereby measuring a relative displacement of the height direction and/or Relative displacement in the horizontal direction.    The anti-vibration device of claim 4, wherein the displacement meter is based on the image taken at the specific time interval, and the displacement amount using the relative displacement in the height direction and/or the relative displacement in the horizontal direction becomes specific The displacement amount at the time point below the threshold is used as a measurement result of the relative displacement in the height direction and/or the relative displacement in the horizontal direction.   The anti-vibration device according to any one of claims 1 to 5, wherein the maximum displacement of the laminate in the horizontal direction generated by the earthquake is δ, and the shortest distance between the laminate and the acceleration sensor is obtained. For x, the height of the laminate is h, and when the height of the acceleration sensor is hs, the following relationship is satisfied: arctan(δ/h)+arctan(h _s /x)≦90°.  An anti-vibration device comprising a laminate, and at least one of a lower flange and an upper flange provided on a lower end side and an upper end side of the laminate; the lower flange and the upper convex The edge has a lower plate and an upper plate, respectively, and the lower plate and the upper plate are fixed to the lower structure and the upper structure; and the lower plate and/or the upper plate are provided with an acceleration sensor.    An anti-vibration detection system for detecting an anti-vibration detection system provided with an anti-vibration structure of an anti-vibration device; and having: an anti-vibration device having a laminate body, a lower end side of the laminate body, and a lower side disposed on the upper end side At least one of a flange and an upper flange, and an acceleration sensor provided by at least one of the lower flange and the upper flange; and an acceleration data transmission mechanism for the acceleration sensor The measured value is transmitted to the outside of the shock absorbing pit provided with the anti-vibration device.    The anti-vibration detecting system of claim 8, wherein the anti-vibration device has the lower flange and the upper flange, and the acceleration sensor is respectively disposed on the lower flange and the upper flange And having a building seismic quantification mechanism, the measured values transmitted by the accelerometers are used to quantify the seismicity of the anti-vibration building.    The anti-vibration detecting system of claim 8 or 9, wherein the lower flange and the upper flange respectively have the acceleration sensor, and has a laminated body displacement history obtaining mechanism, and each of the The measured value transmitted by the acceleration sensor is used to obtain the displacement history of the laminate of the anti-vibration device.    The anti-seismic detection system of any one of claims 8 to 10, further comprising: a displacement gauge attached to at least one of the lower flange and the upper flange, the lower convex is measured a relative displacement in the height direction between the edge and the upper flange and/or a relative displacement in the horizontal direction; and a relative displacement amount data transmission mechanism that transmits the measured value of the displacement gauge to the outside of the shockproof pit provided with the anti-vibration device .    The anti-vibration detecting system according to any one of claims 8 to 11, wherein the anti-vibration pit has a plurality of laminated bodies, and the lower end side and the upper end side of the laminated body are provided with a side convex An anti-vibration device for at least one of the edge and the upper flange, and the acceleration sensor is disposed in each of the anti-vibration devices.    The anti-seismic detection system according to any one of claims 8 to 12, wherein the acceleration sensor is further disposed at a place other than the anti-seismic pit of the anti-vibration structure provided with the anti-vibration device.    The anti-seismic detection system according to any one of claims 8 to 13, which has a judging mechanism based on the displacement history of the anti-vibration device based on the measured value of the acceleration sensor and the measurement based on the displacement meter The relative displacement amount of the anti-vibration device of the value is used to determine the safety of the earthquake-proof building.    The anti-seismic detection system according to any one of claims 11 to 14, wherein the displacement meter is provided with a photographing unit configured to photograph an image of the scale at a specific time interval by the photographing unit to measure the Relative displacement in the height direction and/or relative displacement in the horizontal direction.    The anti-vibration detection system of claim 15, wherein the displacement meter is based on the image taken at the specific time interval, and the relative displacement of the height direction and/or the relative displacement of the horizontal direction is changed. The amount of displacement at a time point below a certain threshold is measured as a relative displacement in the height direction and/or a relative displacement in the horizontal direction.   The anti-seismic detection system of any one of claims 8 to 16, wherein the horizontal displacement of the laminate produced during the earthquake is maximally displaced to δ, so that the laminate and the acceleration sensor are The shortest distance is x, so that the height of the laminated body is h, and when the height of the acceleration sensor is hs, the following relationship is satisfied: arctan(δ/h)+arctan(h _s /x)≦90° .  An anti-vibration detection system for detecting an anti-vibration detection system provided with an anti-vibration structure of an anti-vibration device; and having: an anti-vibration device having a laminate body, a lower end side of the laminate body, and a lower side disposed on the upper end side At least one of a flange and an upper flange, and an acceleration sensor, the lower flange and the upper flange respectively having a lower plate and an upper plate, and the lower plate and the upper plate are fixed to the lower portion through the lower plate a structure and an upper structure; and an acceleration data transmission mechanism, wherein the measurement value of the acceleration sensor is transmitted to an outside of a seismic isolation pit provided with the anti-vibration device; the acceleration sensor is disposed on the lower plate and/or the upper portion board.    An anti-seismic detecting method for detecting an anti-seismic detecting method for an anti-seismic building, comprising the following steps: an acceleration measuring step of using a laminated body, a lower flange provided on a lower end side and an upper end side of the laminated body, and Measuring at least one of the upper side flanges and the shock absorbing device of the acceleration sensor provided by at least one of the lower side flange and the upper side flange to measure the lower side flange and the upper side flange The acceleration and the acceleration data transmission step are performed by transmitting the measured value of the acceleration sensor to the outside of the shock absorbing pit provided with the anti-vibration device.    For example, the anti-seismic detecting method of claim 19 further includes a safety determining step of determining the safety of the anti-vibration building based on the transmitted measured value.    For example, in the anti-seismic detecting method of claim 19 or 20, the method further comprises the step of quantifying the building seismic, wherein the accelerometer is respectively disposed on the anti-vibration device having the lower flange and the upper flange. The lower flange and the upper flange are quantized by the measured values transmitted from the acceleration sensors.    The anti-seismic detecting method according to any one of claims 19 to 21, further comprising a step of obtaining a laminated body displacement history, wherein the acceleration sensor is respectively disposed on the lower side flange and the upper side flange And the measured values transmitted by the acceleration sensors are used to obtain the displacement history of the laminate of the anti-vibration device.    The anti-seismic detecting method according to any one of claims 19 to 22, further comprising the step of: a relative displacement amount measuring step, wherein at least one of the lower flange and the upper flange is provided a displacement meter for measuring a relative displacement amount and/or a relative displacement amount in a height direction between the lower side flange and the upper side flange; and a relative displacement amount data transmission step of transmitting the measured value of the displacement meter To the outside of the anti-vibration pit provided with the anti-shock device.    The anti-seismic detecting method of claim 23, further comprising the following steps: a residual displacement calculating step of calculating a residual displacement amount in the anti-vibration device by the relative displacement amount in the horizontal direction; And a residual displacement amount comparison step that compares the residual displacement amount with a specific threshold value; the safety determination step refers to the comparison result.    The anti-seismic detecting method of claim 23 or 24, further comprising a relative displacement amount comparing step of transmitting the relative displacement amount in the height direction and/or the relative displacement amount in the horizontal direction to a specific threshold value In comparison, the security determination step refers to the comparison result.    The anti-seismic detecting method of any one of the items 19 to 25, further comprising an acceleration comparing step, wherein the accelerometer is additionally disposed outside the anti-seismic pit of the anti-vibration structure provided with the anti-vibration device a location for comparing the measured value of the acceleration sensor provided in the anti-seismic pit with the measured value of the acceleration sensor disposed at a location other than the anti-seismic pit; the security determining step refers to the comparison result.    The anti-seismic detecting method according to any one of the claims 20 to 25, wherein the safety determining step determines the safety of the anti-vibration building according to the largest measured value of the measured values of the acceleration sensor.    The anti-seismic detecting method according to any one of claims 20 to 25, wherein the safety determining step is based on the acceleration sensor disposed at the position closest to the center of gravity of the anti-vibration building. The measured value is used to determine the safety of the seismic building.    The anti-seismic detecting method according to any one of claims 20 to 25, wherein the safety determining step is based on the measured value of the acceleration sensor set by the anti-vibration device closest to the center of gravity of the anti-vibration building. The measurement value of the acceleration sensor provided by the anti-vibration device farthest from the center of gravity of the anti-vibration building is used to determine the safety of the anti-vibration structure.    The anti-seismic detecting method of any one of the claims 23 to 25, wherein the safety determining step is based on the displacement history of the anti-vibration device based on the measured value of the acceleration sensor and the displacement meter based on the displacement meter The relative displacement amount of the anti-vibration device of the measured value is used to determine the safety of the anti-vibration structure.    The anti-seismic detecting method according to any one of claims 23 to 30, wherein the relative displacement measuring step is to photograph the image of the scale at a specific time interval by the photographing unit, thereby measuring the relative displacement of the height direction and / or relative displacement in the horizontal direction.    The anti-seismic detecting method of claim 31, wherein the relative displacement measuring step uses the relative displacement of the height direction and/or the displacement of the relative displacement of the horizontal direction according to the image taken at the specific time interval. The amount change is a displacement amount at a time point below a certain threshold value as a measurement result of the relative displacement in the height direction and/or the relative displacement in the horizontal direction.   The anti-seismic detecting method according to any one of claims 19 to 32, wherein a maximum displacement of the horizontal direction of the laminated body generated at the time of the earthquake is δ, so that the laminated body and the acceleration sensor are The shortest distance is x, so that the height of the laminated body is h, and when the height of the acceleration sensor is hs, the following relationship is satisfied: arctan(δ/h)+arctan(h _s /x)≦90° .  An anti-seismic detecting method for detecting an anti-seismic detecting method for an anti-seismic building includes the following steps: an acceleration measuring step of measuring an acceleration in a lower plate and/or an upper plate by using an anti-vibration device, the anti-seismic device having a laminated body At least one of a lower side flange and an upper side flange provided on a lower end side and an upper end side of the laminated body, and an acceleration sensor, the lower side flange and the upper side flange system respectively having the lower plate And the upper plate, wherein the lower plate and the upper plate are fixed to the lower structure and the upper structure; and the acceleration data transmitting step transmits the measured value of the acceleration sensor to the anti-seismic pit provided with the anti-shock device External; the acceleration sensor is disposed on the lower plate and/or the upper plate.