JP2017082556A - Abnormality detection device - Google Patents

Abstract

PROBLEM TO BE SOLVED: To provide a technology for making it possible to appropriately detect, with a simple configuration, a location where the magnitude of vibration transmitted between an upper structure and a lower structure of a structure is larger than a certain magnitude.SOLUTION: A structure includes an upper structure mounted on a lower structure through a bearing. A damper 5 includes one end in the axial direction attached on the upper structure side of the structure and the other end in the axial direction attached on the lower structure side of the structure. A sensor node 1 detects whether or not the amount of expansion/contraction in the axial direction of the damper 5 has exceeded a predetermined fixed amount. A report device 2, when the sensor node 1 detects the amount of expansion/contraction in the axial direction of the damper 5 having exceeded the predetermined fixed amount, outputs the detection result.SELECTED DRAWING: Figure 1

Description

  The present invention relates to a technique for detecting an abnormality of a structure such as a bridge or a building in which an upper structure is placed on a lower structure via a support.

  Conventionally, there is a system for detecting an abnormality related to damage or the like for various types of structures such as bridges and buildings (see Patent Documents 1 and 2). This type of system uses various types of sensors such as temperature sensors, humidity sensors, acceleration sensors, displacement sensors, infrared image sensors, etc. to sense the physical quantity to be measured on the structure, thereby damaging the structure. Is monitoring the condition.

  In addition, in a structure in which the upper structure is placed on the lower structure via a support, a damper is attached to improve the earthquake resistance (see Patent Document 3 and the like). Further, in a structure in which the upper structure is placed on the lower structure via the support, vibration is transmitted between the upper structure and the lower structure via the support. For example, the vibration of the lower structure accompanying the earthquake motion is transmitted to the upper structure via the support. The damper has one end in the axial direction (extension / contraction direction) attached to the upper structure side, the other end attached to the lower structure side, and the magnitude of vibration transmitted from one of the lower structure or the upper structure to the other. Suppresses.

Japanese Patent Laid-Open No. 2008-2986 JP2013-40774A Japanese Patent Laying-Open No. 2005-299078

  However, the damper attached to the structure in which the upper structure is placed on the lower structure via the support suppresses the relative displacement between the upper structure and the lower structure during vibration. And even if it is a structure which attached the damper in order to improve earthquake resistance, the vibration of the lower structure at the time of the occurrence of an earthquake is transmitted to an upper structure via a bearing. Therefore, even in the structure where the damper is attached, if the vibration of the lower structure due to the earthquake motion exceeds a certain level, the bearing located between the upper structure and the lower structure and the members around the bearing are damaged. Probability is high. That is, when the vibration transmitted between the upper structure and the lower structure exceeds a certain level, the state of the bearing is confirmed (check whether the bearing and the members around the bearing are damaged). There is a need.

  The object of the present invention is to provide a place where the vibration transmitted between the superstructure and the substructure in the structure exceeds a certain level (that is, a support located between the superstructure and the substructure or the periphery of the support). It is an object of the present invention to provide a technique capable of properly detecting a portion having a high possibility of damage to a member with a simple configuration.

  In order to achieve the above object, the abnormality detection apparatus of the present invention is configured as follows.

  A damper configured to be capable of extending and contracting in the axial direction is attached to a structure in which the upper structure is placed on the lower structure via a support. One end of the damper in the axial direction that expands and contracts is attached to the upper structure side of the structure, and the other end in the axial direction is attached to the lower structure side of the structure. That is, a stress corresponding to the relative displacement between the upper structure and the lower structure in the axial direction acts on the damper. As the damper, a viscous damper, a viscoelastic damper, a friction damper, or the like may be used.

  The detection unit detects whether the axial expansion / contraction amount of the damper exceeds a predetermined amount. A certain amount of this is due to the stress acting in the axial direction of the damper when vibration of a magnitude that is likely to damage the bearing and the members around the bearing is transmitted between the upper structure and the lower structure. May be determined based on the amount of expansion and contraction that expands and contracts in the axial direction. The stress acting in the axial direction of the damper increases as the vibration transmitted between the upper structure and the lower structure increases.

  In addition, the detection unit may be configured to detect when the vibration transmitted between the upper structure and the lower structure exceeds a certain level (a magnitude corresponding to a certain amount). That's fine. That is, the detection unit only needs to be configured to detect whether or not the amount of expansion and contraction in the axial direction of the damper exceeds a predetermined amount, and needs to be configured to quantitatively detect the amount of expansion and contraction in the axial direction of the damper. None (however, the detection unit may be configured to quantitatively detect the amount of expansion and contraction in the axial direction of the damper). Accordingly, the detection unit may be, for example, a proximity sensor (a known induction type or electrostatic type), a photoelectric sensor (a known reflection type or transmission type), or a limited reflection type sensor (a known photoelectric type or ultrasonic type). It can also be realized by using an image sensor.

  When the detection unit detects that the axial expansion / contraction amount of the damper exceeds a predetermined amount, the output unit outputs a message to that effect. That is, the output unit detects that the vibration transmitted between the upper structure and the lower structure exceeds a certain level (a magnitude corresponding to a certain amount), that is, between the upper structure and the lower structure. When the detection unit detects that there is a high possibility that a support located between them or a member around the support is damaged, a message to that effect is output.

  In this way, the simple structure of detecting whether the amount of expansion and contraction of the damper exceeds a predetermined amount may cause damage to the bearing located between the upper structure and the lower structure and the members around the bearing It is possible to properly detect whether the value is high.

  The output unit detects that the axial expansion / contraction amount of the damper does not exceed the predetermined fixed amount after the detection unit detects that the axial expansion / contraction amount of the damper exceeds the predetermined fixed amount. After the first state is detected and the detection unit detects that the axial expansion / contraction amount of the damper exceeds a predetermined amount, the axial expansion / contraction amount of the damper does not exceed the predetermined amount. It is good also as a structure which distinguishes and outputs the 2nd state which is not detecting. The first state is a state where the relative displacement between the upper structure and the lower structure has not returned to an appropriate state, and the second state is a state where the relative displacement between the upper structure and the lower structure is appropriate. It is in the state which has returned to. Therefore, when a natural disaster such as an earthquake disaster occurs, a large number of locations where the amount of axial expansion and contraction of the damper exceeds a predetermined amount, that is, where the bearing is likely to be damaged are detected. Priority can be given to visual confirmation of the state of support by maintenance personnel. For example, in the visual confirmation of the state of support by the maintenance staff, the place in the first state can be prioritized. The location that is in the second state does not mean that it is not necessary to check the state of the support.

  Further, the detection unit measures the axial expansion / contraction amount of the damper at a plurality of predetermined levels, and the output unit outputs the level of the axial expansion / contraction amount of the damper measured by the detection unit. May be. The level of the amount of expansion and contraction in the axial direction of the damper indicates the magnitude of vibration transmitted between the upper structure and the lower structure. Therefore, if comprised in this way, the level which shows the magnitude | size of the vibration transmitted between the upper structure and the lower structure can be detected and output.

  According to the present invention, it is possible to properly detect a location where the vibration transmitted between the upper structure and the lower structure in the structure exceeds a certain level with a simple configuration.

It is a figure which shows the structure of a monitoring system. It is a schematic sectional drawing of the bridge axis direction of an elevated road bridge. It is a schematic sectional drawing of the bridge axis perpendicular direction of an elevated road bridge. It is a figure which shows the attachment state of a damper. It is a figure which shows the structure of the principal part of a sensor node. 6 (A) and 6 (B) are plan views showing an example of sensor attachment in the damper. 7A and 7B are plan views showing the detection object mounting member. It is a block diagram which shows the structure of the principal part of an alerting | reporting apparatus. It is a block diagram which shows the structure of the principal part of a high-order apparatus. It is a flowchart which shows operation | movement of a sensor node. It is a flowchart which shows operation | movement of an alerting | reporting apparatus. It is a flowchart which shows operation | movement of a high-order apparatus. It is a figure which shows the example of a display of the total result in a high-order apparatus. FIGS. 14A and 14B are plan views showing an example of sensor mounting in a damper according to another example. FIGS. 15A and 15B are plan views showing an example of sensor mounting in a damper according to another example. FIGS. 16A and 16B are plan views showing an example of sensor attachment in a damper according to another example. It is a top view which shows the example of attachment of the sensor in the damper concerning another example.

  Embodiments of the present invention will be described below.

  FIG. 1 is a diagram showing a configuration of a monitoring system according to an embodiment of the present invention. The monitoring system according to this example indicates that if there is a high possibility that the bearing located between the superstructure of the elevated road bridge (bridge) on which the vehicle runs and the substructure are damaged or the members around the bearing are damaged. Output. The elevated road bridge corresponds to the structure in the present invention. The monitoring system according to this example includes a plurality of sensor nodes 1, a plurality of notification devices 2, and a host device 3.

  The plurality of sensor nodes 1 are divided into groups P1 to Pn. The number of sensor nodes 1 belonging to each group P1 to Pn may be one or plural. Further, the number of sensor nodes 1 belonging to each group P1 to Pn need not be uniform. In this example, the sensor node 1 and the damper 5 are associated one-to-one. The sensor node 1 detects whether the expansion / contraction amount in the axial direction of the damper 5 described later has exceeded a predetermined amount. Details of the grouping of the sensor nodes 1 will be described later.

  The notification device 2 is provided for each of the groups P1 to Pn of the sensor node 1. The notification device 2 performs communication related to input / output with the sensor nodes 1 belonging to the corresponding groups P1 to Pn.

  The host device 3 is installed in a road control center that manages a traffic network including an elevated road bridge. The host device 3 performs communication related to input / output with each notification device 2.

  The structure of the elevated road bridge will be described. FIG. 2 is a schematic cross-sectional view in the direction of the bridge axis (in this example, the traveling direction of the vehicle) of the elevated road bridge. FIG. 3 is a schematic cross-sectional view of the elevated road bridge in the direction perpendicular to the bridge axis (in this example, the width direction of the vehicle). FIG. 4 is an enlarged view of a region surrounded by a broken line in FIG. The piers of the elevated road bridge are lined up at appropriate intervals in the direction of the bridge axis. In the elevated road bridge, a support is located between a pier that is a lower structure and a main girder that is an upper structure. The bearing is a member that transmits a load (vibration) acting between the upper structure including the main girder and the lower structure including the bridge pier. The road surface on which the automobile travels is formed on a floor slab provided on the upper surface (opposite surface on the pier side) of the main girder.

  In this example, the bridge pier, which is the lower structure of the elevated road bridge, is associated with the notification device 2 on a one-to-one basis. As shown in FIG. 2, the notification device 2 is attached to the side wall of the upper structure. The notification device 2 is attached at substantially the same position as the corresponding pier in the bridge axis direction.

  As is well known, the bearing includes a lower heel located on the pier side which is a lower structure and an upper ridge located on the main girder side which is an upper structure, and the lower heel and the upper heel are relatively displaced. It is. As for the support, the lower bridge is attached to the upper surface of the pier (the surface facing the upper structure), and the upper bridge is attached to the bottom surface of the bridge girder (the surface facing the lower structure). That is, the support is located between the upper structure and the lower structure, as shown in FIGS. In other words, the upper structure is placed on the lower structure via the support. FIG. 3 illustrates a case where three bearings are arranged in a direction perpendicular to the bridge axis.

  The number of supports arranged in the direction perpendicular to the bridge axis may not be three.

  A fixing stand is formed on the upper surface of the pier, which is a lower structure. This fixing stand is a block having a surface facing one of the side surfaces of the superstructure bridge girder placed on the pier.

  The damper 5 is attached between the bridge girder of the upper structure and the fixing base of the lower structure. As shown in FIG. 4, the damper 5 has one end portion in the axial direction that expands and contracts attached to the bridge girder and the other end portion in the axial direction attached to the fixing table. That is, the damper 5 has one end in the axial direction attached to the upper structure side and the other end in the axial direction attached to the lower structure side. In this example, the axial direction of the damper 5 is aligned with the direction perpendicular to the bridge axis. FIG. 3 illustrates a case where two dampers 5 are attached to one pier.

  The number of dampers 5 attached to one pier may not be two. Moreover, what is necessary is just to form a fixing stand according to the number of the dampers 5 attached to a bridge pier.

  In this example, the damper 5 is a friction damper. A brief description of the friction damper will be given. As is well known, the friction damper has a configuration in which the inner cylinder is inserted into the outer cylinder, and expands and contracts by sliding the inner cylinder in the insertion direction with respect to the outer cylinder (for example, http://www.aaconst.co .jp / sb / point / 01.html # 01). The axial direction of the friction damper is the insertion direction of the inner cylinder with respect to the outer cylinder. A rod extending in the axial direction is attached to the inside of the outer cylinder. Moreover, the die | dye which has the hole penetrated to the axial direction is attached inside the inner cylinder. The inner diameter of the die hole is slightly smaller than the outer shape of the rod. The friction damper is configured such that the rod is fitted into the hole of the die when the inner cylinder is inserted into the outer cylinder. That is, the friction damper expands and contracts when a stress exceeding the frictional force (static friction or dynamic friction) generated on the contact surface between the die and the rod is acting in the axial direction. Further, the friction damper maintains the state when the stress acting in the axial direction becomes less than the friction force generated on the contact surface between the die and the rod.

  A stress corresponding to the magnitude of vibration transmitted between the upper structure and the lower structure acts on the damper 5 in the axial direction. The stress acting in the axial direction of the damper 5 increases as the vibration transmitted between the upper structure and the lower structure increases.

  The notification device 2 is provided for each of the groups P1 to Pn of the sensor node 1. Moreover, the alerting | reporting apparatus 2 and the pier are matched by 1 to 1. The groups P1 to Pn of the sensor node 1 and the piers are associated one to one. That is, the sensor node 1 belonging to the group corresponding to each notification device 2 detects the amount of expansion / contraction in the axial direction of the damper 5 attached to the pier corresponding to the notification device 2.

  FIG. 5 is a block diagram illustrating a configuration of a main part of the sensor node. The sensor node 1 includes a control unit 11, a power supply unit 12, a sensor unit 13, and a short-range wireless communication unit 14.

  The control unit 11 controls the operation of the sensor node 1 main body. Further, the sensor node 1 stores a node code for identifying its own device in a memory (not shown) provided in the control unit 11. This node code is, for example, an n-digit code, and the leading m-digit (n> m) is a code indicating the corresponding pier.

  The power supply unit 12 supplies operation power to each part of the sensor node 1 main body. The power supply unit 12 may have a configuration in which a battery built in the sensor node 1 main body or an externally connected battery is used as a power source, and operation power is supplied to each part of the sensor node 1 main body. The connected power generation unit may be used as a power source, and operation power may be supplied to each part of the sensor node 1 main body. Further, the power supply unit 12 may be configured to use a commercial power supply as a power source and supply operation power to each part of the sensor node 1 main body.

  The sensor unit 13 includes an inductive proximity sensor 13a. The proximity sensor 13a detects whether the expansion / contraction amount in the axial direction of the damper 5 exceeds a predetermined amount.

  The proximity sensor 13a detects whether or not the detection target 6a faces the detection surface. FIG. 6 is a plan view showing an example of attachment of the proximity sensor in the damper. 6A and 6B, the axial direction of the damper 5 is the left-right direction. 6A is a plan view seen from a direction perpendicular to the axial direction of the damper, and FIG. 6B is a plan view seen from the A direction shown in FIG. 6A. A detection object attachment member 6 is attached to the inner cylinder of the damper 5. A sensor attachment member 7 for attaching the proximity sensor 13 a is attached to the outer cylinder of the damper 5.

  FIG. 7 is a plan view showing a detection object mounting member. FIG. 7A is a plan view seen from the same direction as FIG. 6A, and FIG. 7B is a plan view seen from the same direction as FIG. 6B. As shown in FIG. 7, the detection object attachment member 6 has a detection object 6 a attached thereto. The material of the detection object mounting member 6 is a material (for example, resin) that cannot be detected by the proximity sensor 13a. The material of the detection target 6a is a material (for example, metal) that can be detected by the proximity sensor 13a.

  When the damper 5 is mounted between the bridge girder as a structure and the fixing base, the center of the detection surface of the proximity sensor 13a attached to the sensor attachment member 7 and the detection object 6a attached to the detection object attachment member 6 The center is facing. The relative position between the detection surface of the proximity sensor 13 a and the detection target 6 a changes in the axial direction of the damper 5 according to the expansion and contraction of the damper 5 in the axial direction. The sensor unit 13 detects that the amount of expansion / contraction in the axial direction of the damper 5 exceeds a predetermined amount by detecting that the proximity sensor 13a does not face the detection surface 6a. . This fixed amount can be adjusted by changing the length L of the detection target 6a in the axial direction of the damper 5. Specifically, the certain amount becomes longer as the length L of the detection target 6a in the axial direction of the damper 5 is increased. The length L of the detection object 6a in the axial direction of the damper 5 is such that the vibration is transmitted between the upper structure and the lower structure when vibrations that are likely to damage the support and the members around the support are transmitted. 5 is determined according to the amount of expansion and contraction in the axial direction.

  Although the inductive proximity sensor 13a is used here, a capacitance type or magnetic proximity sensor may be used.

  The short-range wireless communication unit 14 controls short-range wireless communication with the notification device 2.

  FIG. 8 is a block diagram illustrating a configuration of a main part of the notification device. The notification device 2 includes a control unit 21, a power supply unit 22, an operation unit 23, a display unit 24, a short-range wireless communication unit 25, and a wireless communication unit 26.

  The control unit 21 controls the operation of the notification device 2 main body. Further, the notification device 2 stores a device code for identifying the device itself in a nonvolatile memory (not shown) provided in the control unit 21. This device code is an m-digit code, for example, and is a code indicating a corresponding pier.

  The power supply unit 22 supplies operating power to each part of the main body of the notification device 2. The power supply unit 22 includes a commercial power connection terminal 22a to which a commercial power is connected and a battery connection terminal 22b to which a battery is connected. When a commercial power source is connected to the commercial power source connection terminal 22a, the power source unit 22 uses the commercial power source connected to the commercial power source connection terminal 22a as a power source and supplies operating power to each part of the notification device 2 main body. The power supply unit 22 is connected to the battery connection terminal 22b when the commercial power supply terminal 22a is not connected to the commercial power supply (including when the commercial power supply is interrupted) and the battery is connected to the battery connection terminal 22b. The operating battery is supplied to each part of the main body of the notification device 2 using the battery as a power source.

  The power supply unit 22 may be configured to supply an operating power supply to each part of the main body of the notification device 2 using a built-in or externally connected power generation unit or the like as a power source instead of the above-described commercial power supply.

  The operation unit 23 includes a confirmation button 23a that is operated when outputting whether or not the axial expansion / contraction amount of any of the dampers 5 attached to the pier corresponding to the main body of the notification device 2 exceeds a predetermined amount. ing. The confirmation button 23a is exposed on the surface of the main body of the notification device 2 and can be easily operated.

  The display unit 24 is turned on when any of the dampers 5 provided on the pier corresponding to the main body of the notification device 2 detects that the axial expansion / contraction amount exceeds a predetermined amount. In all the dampers 5 provided on the pier corresponding to the lamp 24a and the main body of the notification device 2, an appropriate notification lamp that is turned on when it is not detected that the axial expansion / contraction amount exceeds a predetermined amount. 24b. The abnormality notification lamp 24a and the appropriateness notification lamp 24b have different emission colors. For example, the emission color of the abnormality notification lamp 24a is red, and the emission color of the appropriate notification lamp 24b is blue.

  The short-range wireless communication unit 25 controls short-range wireless communication with the sensor nodes 1 belonging to the corresponding groups P1 to Pn.

  Here, the sensor node 1 and the notification device 2 are configured to perform communication related to input / output by short-range wireless communication, but the sensor node 1 and the notification device 2 are configured to be connected by wire. May be.

  The wireless communication unit 26 controls wireless communication related to input / output with the host device 3.

  FIG. 9 is a block diagram illustrating a configuration of a main part of the host device. The host device 3 includes a control unit 31, an operation unit 32, a display unit 33, a storage unit 34, a wireless communication unit 35, and a traffic network database 36 (hereinafter referred to as a traffic network DB 36). Yes.

  The control unit 31 controls the operation of the host device 3 main body.

  An input device such as a keyboard and a mouse is connected to the operation unit 32. The operation unit 32 accepts input to the main body of the host device 3 in accordance with the operation of the input device by the operator.

  A display device such as a liquid crystal display is connected to the display unit 33. The display unit 33 controls screen display on the connected display device.

  The storage unit 34 includes a memory used as a working area for temporarily storing data generated during operation.

  The wireless communication unit 35 controls wireless communication related to input / output with the notification device 2. In this example, the communication between the host device 3 and the notification device 2 is wireless communication, but may be wired communication. The communication between the host device 3 and the notification device 2 may use a public line or a network such as the Internet.

  In the monitoring system according to this example, the traffic network DB 36 stores map data of a traffic network including an elevated road bridge that monitors the state. Further, in the monitoring system according to this example, data indicating the position of the pier on the map is stored for each pier of the elevated bridge whose state is to be monitored. Specifically, the pier identification code (in this example, the device code of the notification device 2), latitude data indicating the position of the pier, and longitude data are stored in association with each other. Data stored in the traffic network DB 36 is collectively referred to as traffic network data.

  The operation of the monitoring system according to this example will be described below.

  FIG. 10 is a flowchart showing the operation of the sensor node. At the detection timing (s1), the sensor node 1 detects whether or not the amount of expansion and contraction in the axial direction of the detection target damper 5 (corresponding damper 5) exceeds a predetermined amount by the sensor unit 13. (S2).

In the sensor node 1, a condition for determining that the detection timing has come is set in advance. For example, the sensor node 1
(1) When a predetermined time (several minutes, seconds, etc.) has passed since the previous detection timing,
(2) When an additional sensor (not shown) that detects shaking due to earthquake motion detects shaking due to earthquake motion,
(3) When the short-range wireless communication unit 14 receives a detection request transmitted from the corresponding notification device 2 side,
It is determined that the detection timing has been reached. The condition for determining that the sensor node 1 has reached the detection timing may be a condition other than the above (1) to (3). There may be a plurality of conditions for determining that the sensor node 1 has reached the detection timing. Further, the sensor node 1 may be configured to always perform the process relating to s2 (in this case, the process relating to s1 is not necessary).

  In s2, when the proximity sensor 13a continuously detects the detection target 6a over a predetermined detection time (for example, several seconds), the expansion / contraction amount in the axial direction of the detection target damper 5 is a predetermined constant amount. A detection result that is within the range is obtained. Further, when the proximity sensor 13a does not continuously detect the detection target 6a in a predetermined detection time (for example, several seconds), the expansion / contraction amount in the axial direction of the damper 5 to be detected is a predetermined constant amount. A detection result is obtained that exceeds.

  As described above, as the vibration transmitted between the upper structure and the lower structure increases, the stress acting in the axial direction of the damper 5 increases. Therefore, when the amount of expansion and contraction in the axial direction of the damper 5 exceeds a predetermined amount, there is a high possibility that the bearing and the members around the bearing are damaged by the vibration transmitted between the upper structure and the lower structure. That is, in s2, it is possible to obtain a detection result relating to whether or not there is a high possibility that the bearing and the members around the bearing are damaged.

  In the case of (3), the notification device 2 may transmit a detection request to all the sensor nodes 1 belonging to the corresponding group all at once, or may transmit a detection request to a specific sensor node 1. May be.

  The sensor node 1 is the short-range wireless communication in the short-range wireless communication unit 14, and the current detection result acquired by the sensor unit 13 (whether the amount of expansion / contraction in the axial direction of the damper 5 to be detected exceeds a predetermined amount) ) Is transmitted to the notification device 2 (s3), and the process returns to s1. When the sensor node 1 transmits the current detection result in s3, the sensor node 1 associates its own node code with this detection result.

  FIG. 11 is a flowchart showing the operation of the notification device. When the short-range wireless communication unit 25 receives the detection result transmitted from any of the sensor nodes 1 belonging to the corresponding group (s11), the notification device 2 provides the received detection result in the control unit 21. It memorize | stores in a non-volatile memory (not shown) (s12), and returns to s11. The notification device 2 is transmitted from one of the sensor nodes 1 belonging to the corresponding group by the node code associated with the detection result received by the short-range wireless communication unit 25. It can be determined whether or not.

  For each sensor node 1, the control unit 21 stores the detection result transmitted from the sensor node 1 in 2 bits. The upper bit is a bit indicating whether or not the axial expansion / contraction amount of the damper 5 has exceeded a predetermined amount, and the lower bit is a bit for storing the current detection result. The control unit 21 sets the lower bit to 0 if the detection result received this time does not exceed the predetermined amount in the axial direction of the damper 5 (if the lower bit is 0 at this time, 0) ), And the upper bits are held at the current value. On the other hand, when the detection result received this time indicates that the axial expansion / contraction amount of the damper 5 exceeds a predetermined amount, the control unit 21 sets the lower bit to 1 (the lower bit is 1 at this time). In this case, the upper bit is set to 1. (If the upper bit is 1 at this time, it is held at 1.)

  The sensor node 1 may store the detection result in the above-described 2 bits and transmit the 2-bit detection result to the notification device 2.

  Moreover, the alerting | reporting apparatus 2 will perform the determination process which determines the state of a corresponding pier when it becomes the 1st determination timing (s13) (s14). Specifically, in any of the dampers 5 attached to the corresponding pier, the state of the corresponding pier is determined by determining whether the axial expansion / contraction amount has exceeded a predetermined amount. Determine.

A condition for determining that the first determination timing is reached is set in advance in the notification device 2. For example, the notification device 2
(1) When a predetermined time (1 hour, several tens of minutes, several minutes, etc.) has passed since the previous determination process,
(2) When reception of detection results from all sensor nodes 1 belonging to the corresponding group is completed after the previous determination process,
(3) When the wireless communication unit 26 receives a determination request transmitted from the host device 3 side,
It is determined that the determination timing has been reached. The condition for determining that the notification device 2 has reached the first determination timing may be a condition other than the above (1) to (3). There may be a plurality of conditions for determining that the notification device 2 has reached the first determination timing.

  In the case of (3), the host device 3 may transmit determination requests to all the notification devices 2 all at once, or may transmit determination requests to specific notification devices 2.

The determination process according to s14 is performed by the control unit 21. In s14, the state of the pier is determined using the detection result stored in 2 bits for each sensor node 1. Specifically, the control unit 21
(1) In all the dampers attached to the pier, if the axial expansion / contraction amount has never exceeded a predetermined amount, the state of the corresponding pier is determined to be an appropriate state,
(2) In any of the dampers 5 attached to the pier, the axial expansion / contraction amount may exceed a predetermined amount, and the latest detection result indicates that the axial expansion / contraction amount is a predetermined amount. If it does not exceed, the state of the corresponding pier is determined as the first inappropriate state,
(3) In any of the dampers 5 attached to the pier, the axial expansion / contraction amount may exceed a predetermined amount, and the axial expansion / contraction amount is a predetermined constant amount even in the latest detection result. If it exceeds, the state of the corresponding pier is determined as the second inappropriate state.

  In s14, the one damper 5 attached to the pier may have an axial expansion / contraction amount exceeding a predetermined amount, and the latest detection result indicates that the axial expansion / contraction amount is a predetermined constant. The amount of expansion / contraction in the axial direction may have exceeded a predetermined amount, and the amount of expansion / contraction in the axial direction is predetermined in the latest detection result. When it is in a state that does not exceed a certain amount, it is determined that the state is the second inappropriate state.

  The notification device 2 transmits the determination result of the determination processing related to s14 to the higher-level device 3 through wireless communication in the wireless communication unit 26 (s15), and returns to s11. The proper state is a state where it is estimated that the possibility that the bearing is damaged is low, and the first improper state and the second improper state may damage the bearing and members around the bearing. It is a state that is estimated to be high. When the notification device 2 transmits the determination result in s15, the notification device 2 associates the device code of the own device (that is, a code indicating the pier) with the determination result.

  Moreover, if the alerting | reporting apparatus 2 determines with it being the 2nd determination timing, it will perform simultaneous transmission of a detection request with respect to all the sensor nodes 1 which belong to a corresponding group (s16, s17). The notification device 2 determines that the second determination timing is reached in s16 when the confirmation button 23a is operated. For example, when a maintenance person who came to confirm the road surface level difference or depression after the occurrence of an earthquake operates the confirmation button 23a, the notification device 2 determines that the second determination timing has come.

  The notification device 2 waits for a predetermined time to elapse after performing the simultaneous transmission of the detection request in s17 (s18). This fixed time is a little longer than the time required for the sensor node 1 to perform the processes related to s2 and s3 described above. That is, the notification device 2 waits for a detection result from each sensor node 1 belonging to the corresponding group in s18.

  When the notification device 2 determines that the predetermined time has elapsed in s18, the axial expansion / contraction amount has exceeded a predetermined amount in any of the dampers 5 attached to the corresponding pier. Judgment processing is performed to determine whether or not (s19). The determination process related to s19 is almost the same as the determination process related to s14 described above, but detection results are transmitted from all the sensor nodes 1 belonging to the corresponding group while waiting for a predetermined time to elapse in s18. If not, the second inappropriate state is determined. That is, in s19, since any one of the sensor nodes 1 (sensor node 1 for which the detection result has not been transmitted) is likely to be damaged, it is determined that the possibility that the bearing is damaged is high. I have to.

  When the determination process for s19 is completed, the notification device 2 displays the current determination result on the display unit 24 (s20). Specifically, when the determination result is in an appropriate state, the display unit 24 turns off the abnormality notification lamp 24a and turns on the appropriate notification lamp 24b. On the other hand, when the determination result is the first inappropriate state or the second inappropriate state, the display unit 24 turns on the abnormality notification lamp 24a and turns off the appropriate notification lamp 24b. Therefore, it is highly likely that the supporter attached to the pier corresponding to the notification device 2 that has operated the confirmation button 23a is damaged, and it is easy to check whether the support needs to be visually confirmed. Yes.

  The display unit 24 may be configured to include two abnormality notification lamps 24a so that the first inappropriate state and the second inappropriate state can be distinguished and displayed.

  Further, the notification device 2 transmits the determination result of the determination processing relating to s19 to the higher-level device 3 (s21), and returns to s11. s21 is the same process as s15.

  As described above, the vibration transmitted between the upper structure and the lower structure in the structure is to some extent with a simple configuration that detects whether or not the amount of expansion and contraction in the axial direction of the damper 5 exceeds a predetermined amount. A location exceeding the size (that is, a location where the support located between the upper structure and the lower structure or a member around the support is highly likely to be damaged) can be properly detected.

  Further, even if the maintenance staff is the notification device 2 in the area where the power failure occurred due to the earthquake, the notification device is connected to the battery connection terminal 22b by operating the confirmation button 23a. 2 can perform the processing of s16 to s21 described above, and it can be confirmed whether or not the support attached to the corresponding pier and the members around the support are damaged.

  In addition, the notification device 2 may be configured to determine that the second determination timing is reached in s16 when a battery is connected to the battery connection terminal 22b. In this way, the maintenance staff can confirm whether the support attached to the corresponding bridge pier or a member around the support is damaged without operating the confirmation button 23a.

  In the above example, the notification device 2 is configured to output the determination result of the determination process related to s19 in a form that allows visual confirmation (the lighting state of the abnormality notification lamp 24a and the appropriate notification lamp 24b). The determination result may be output as a voice message (a form that can be confirmed by hearing), or the determination result may be displayed as a message. The form for outputting the determination result may be any form as long as it can be visually or auditorily confirmed by the maintenance staff.

  Note that the notification device 2 may omit the processes related to s17 and s18 described above and make the process related to s19 the same process as s14.

  FIG. 12 is a flowchart showing the operation of the host device. When the wireless communication unit 35 receives the determination result transmitted from any of the notification devices 2 (s31), the host device 3 stores the received determination result in the storage unit 34 (s32), and returns to s31. In s32, the received determination result is stored in association with the device code of the notification device 2 that has transmitted the determination result.

  Further, when there is a request to start counting of the determination results (s33), the host device 3 performs a counting process of counting the determination results notified from each notification device 2 stored in the storage unit 34 (s34). The operator can input an aggregation start request relating to s33 to the host device 3 by performing a predetermined input operation on the operation unit 32.

  In s34, based on the latest determination result memorize | stored in the memory | storage part 34, a pier is classified into three groups of the appropriate state mentioned above, a 1st improper state, or a 2nd improper state. Then, using the traffic network data stored in the traffic network DB 36, in the traffic network, it is determined whether the section prohibits driving of automobiles (section to be closed) and does not prohibit driving of cars (section not to be closed). To do. The road network is divided into a plurality of sections by interchanges and junctions provided in the road network. The section in which the traveling of the automobile is prohibited is a section in which a pier in the first inappropriate state or the second inappropriate state exists in the pier located in the section. A section in which driving of a car is not prohibited is a section in which all piers located in the section are in an appropriate state.

  The host device 3 outputs the totaling result of the totaling processing related to s34 (s35), and returns to s31. In s35, for example, as shown in FIG. 13, in the traffic network, a map that distinguishes between a section that is closed and a section that is not closed is displayed on a display device such as a liquid crystal display connected to the display unit 33. . In FIG. 13, a section indicated by a solid line is a section that does not prohibit the traveling of the automobile, and a section indicated by a broken line is a section that prohibits the traveling of the automobile.

  Therefore, the operator can easily check the section in which the vehicle travel is prohibited and the section in which the vehicle travel is not prohibited in the traffic network using the map displayed on the display unit 33 by the host device 3 in s35.

  In s35, a list of piers that are highly likely to damage the bearings and the members around the bearings may be displayed on a display device such as a liquid crystal display connected to the display unit 33.

  In the above example, the inductive proximity sensor 13a detects whether the amount of expansion / contraction in the axial direction of the damper 5 exceeds a predetermined amount. However, the damper 5 has the configuration shown in FIGS. It may be configured to detect whether or not the amount of expansion / contraction in the axial direction exceeds a predetermined amount. 14-17, illustration of the member which attaches a sensor and a detection target object is abbreviate | omitted.

  FIG. 14A is a plan view seen from a direction perpendicular to the axial direction of the damper, and FIG. 14B is a plan view seen from the A direction shown in FIG. In the configuration shown in FIG. 14, the ultrasonic limited reflection sensor 50 is attached to the inner cylinder of the damper 5, and the detection target 51 detected by the ultrasonic limited reflection sensor 50 is attached to the outer cylinder of the damper 5. It is a configuration. The distance between the ultrasonic limited reflective sensor 50 and the detection target 51 changes according to the amount of expansion and contraction in the axial direction of the damper 5.

  The ultrasonic limited reflection type sensor 50 is a sensor that transmits ultrasonic waves and detects a reflected wave from the detection object 51 located within a preset detection range. The ultrasonic limited reflection sensor 50 can set a range in which the detection target 51 can be detected (range of distance from the detection surface to the detection target 51). That is, when the ultrasonic limited reflection sensor 50 detects a reflected wave applied to the transmitted ultrasonic wave, the detection object 51 is positioned within a preset detection range, and the reflected wave applied to the transmitted ultrasonic wave is detected. When not detected, the detection target object 51 is not located within the preset detection range.

  The ultrasonic limited reflection sensor 50 and the detection object 51 are detected when the expansion / contraction amount in the axial direction of the damper 5 is within a predetermined range. When the object 51 can be detected and the amount of expansion and contraction in the axial direction of the damper 5 is not within a predetermined range, the ultrasonic limited reflection sensor 50 is attached to the damper 5 so that the detection object 51 cannot be detected. Yes. Therefore, the sensor unit 13 can detect whether or not the amount of expansion / contraction in the axial direction of the damper 5 exceeds a predetermined amount by the ultrasonic limited reflection type sensor 50.

  Note that the ultrasonic limited reflective sensor 50 may be attached to the outer cylinder of the damper 5, and the detection target 51 may be attached to the inner cylinder of the damper 5.

  15A is a plan view seen from a direction perpendicular to the axial direction of the damper, and FIG. 15B is a plan view seen from the A direction shown in FIG. 15A. The configuration shown in FIG. 15 is a configuration in which a photoelectric limited reflection sensor 52 is attached to the inner cylinder of the damper 5, and a detection object 53 detected by the photoelectric limited reflection sensor 52 is attached to the outer cylinder of the damper 5. is there. The distance between the photoelectric limited reflection sensor 52 and the detection target 53 changes according to the amount of expansion and contraction in the axial direction of the damper 5.

  The photoelectric limited reflection type sensor 52 is a sensor that transmits a light beam and detects reflected light from a detection object 53 located within a preset detection range. The photoelectric limited reflection sensor 52 can set a range in which the detection target 53 can be detected (range of distance from the detection surface to the detection target 53). That is, when the photoelectric limited reflection type sensor 52 detects the reflected light applied to the transmitted light beam, the detection object 53 is located within a preset detection range and detects the reflected light applied to the transmitted light beam. If not, the detection object 53 is not positioned within the preset detection range.

  When the expansion / contraction amount in the axial direction of the damper 5 is within a predetermined range, the photoelectric limited reflection sensor 52 and the detection target 53 are detected by the photoelectric limited reflection sensor 52 and the detection target 53. When the amount of expansion and contraction in the axial direction of the damper 5 is not within a predetermined range, the photoelectric limited reflection type sensor 52 is attached to the damper 5 so that the detection object 53 cannot be detected. Therefore, the sensor unit 13 can detect whether or not the expansion / contraction amount in the axial direction of the damper 5 exceeds a predetermined fixed amount by the photoelectric limited reflection sensor 52.

  The photoelectric limited reflection sensor 52 may be attached to the outer cylinder of the damper 5 and the detection target 53 may be attached to the inner cylinder of the damper 5.

  16A is a plan view seen from a direction perpendicular to the axial direction of the damper, and FIG. 16B is a plan view seen from the A direction shown in FIG. The configuration shown in FIG. 16 is a configuration in which a photoelectric limited reflection type sensor 54 is attached to the outer cylinder of the damper 5. In this example, the photoelectric limited reflection sensor 54 detects the end of the inner cylinder of the damper 5 (a part of the damper 5). That is, the end of the inner cylinder of the damper 5 detected by the photoelectric limited reflection sensor 54 corresponds to the detection target 53 described above.

  In this example, the photoelectric limited reflection sensor 54 can detect the end of the inner cylinder of the damper 5 when the amount of expansion and contraction in the axial direction of the damper 5 is within a predetermined range. When the amount of expansion / contraction in the axial direction is not within a predetermined range, the end of the inner cylinder of the damper 5 is attached to the outer cylinder of the damper 5 so that it cannot be detected. Therefore, the sensor unit 13 can detect whether the expansion / contraction amount in the axial direction of the damper 5 exceeds a predetermined amount by the photoelectric limited reflection sensor 54. Moreover, since a detection target object is not required, a structure can be simplified.

  The photoelectric limited reflection sensor 54 may be attached to the inner cylinder of the damper 5 to detect the end of the outer cylinder of the damper 5 (a part of the damper 5).

  FIG. 17 is a plan view seen from a direction perpendicular to the axial direction of the damper. The configuration illustrated in FIG. 17 is a configuration in which the sensor unit 13 processes the image of the damper 5 captured by the image sensor 55 disposed around the damper 5 and detects the amount of expansion and contraction in the axial direction of the damper 5. Therefore, even with this configuration, it is possible to detect whether the amount of expansion and contraction in the axial direction of the damper 5 exceeds a predetermined amount.

  Further, in this configuration, since the amount of expansion / contraction in the axial direction of the damper 5 can be detected, the amount of expansion / contraction is classified at a predetermined level, and the amount of expansion / contraction in the axial direction of the damper 5 is predetermined. When the amount exceeds a certain amount, a level corresponding to the amount of expansion / contraction in the axial direction of the damper 5 detected this time may be determined, and this level may also be transmitted to the notification device 2.

  Further, the sensor unit 13 does not use the image sensor 55, but uses an ultrasonic or optical distance measuring sensor, and the amount of expansion and contraction in the axial direction of the damper 5 (the distance between the detection surface of the sensor and the detection target). ) May be detected.

  In the above example, one pier is associated with the notification device 2, but a plurality of adjacent piers may be associated with each other. In this way, the required number of notification devices 2 can be reduced. Moreover, in said example, although the alerting | reporting apparatus 2 was attached to the side wall, as long as it is the circumference | surroundings of a corresponding pier, you may attach not only to a side wall but to another place.

  In the above example, the damper 5 has the axial direction aligned with the bridge axis perpendicular direction. However, the axial direction may be the bridge axis direction, or the bridge axis direction from an angle parallel to the bridge axis orthogonal direction. The range up to this angle may be matched, or the vertical direction of the structure may be matched.

  In the above example, the damper 5 is a friction damper, but a viscous damper or a viscoelastic damper may be used.

  Moreover, you may comprise the sensor node 1 and alerting | reporting apparatus 2 in said example with one housing | casing.

  Further, in the above example, the description has been given by taking an elevated road bridge (bridge) as an example of the structure, but the present invention can be applied to structures other than bridges such as buildings.

DESCRIPTION OF SYMBOLS 1 ... Sensor node 2 ... Notification apparatus 3 ... Host apparatus 5 ... Damper 6 ... Detection object attachment member 6a, 51, 53 ... Detection object 7 ... Sensor attachment member 11 ... Control part 12 ... Power supply part 13 ... Sensor part 13a ... Proximity sensor 14 ... Short-range wireless communication unit 21 ... Control unit 22 ... Power supply unit 22a ... Commercial power connection terminal 22b ... Battery connection terminal 23 ... Operation unit 23a ... Confirmation button 24 ... Display unit 24a ... Abnormality notification lamp 24b ... Appropriate notification lamp 25 ... near field communication unit 26 ... wireless communication unit 31 ... control unit 32 ... operation unit 33 ... display unit 34 ... storage unit 35 ... wireless communication unit 36 ... traffic network database (traffic network DB)
50 ... Ultrasonic limited reflection type sensors 52, 54 ... Photoelectric limited reflection type sensor 55 ... Image sensor

Claims (7)

For a structure configured to be extendable in the axial direction and having the upper structure placed on the lower structure via a support, one end in the axial direction is attached to the upper structure side of the structure, and A damper having the other axial end attached to the lower structure side of the structure;
A detection unit for detecting whether or not the amount of expansion and contraction in the axial direction of the damper exceeds a predetermined amount;
An abnormality detection device comprising: an output unit that outputs a message to the effect that when the detection unit detects that the axial expansion / contraction amount of the damper exceeds a predetermined amount. The damper is configured to insert an inner cylinder slidably in the axial direction with respect to an outer cylinder,
The detection unit includes a sensor and a detection target detected by the sensor,
When the axial expansion / contraction amount of the damper does not exceed a predetermined fixed amount, the sensor detects the detection object, and the axial expansion / contraction amount of the damper exceeds a predetermined fixed amount. The sensor is attached to one of the inner cylinder or the outer cylinder so that the sensor does not detect the detection object, and the detection object is attached to the inner cylinder to which the sensor is not attached, Or the abnormality detection apparatus of Claim 1 attached to the other of the said outer cylinders. The damper is configured to insert an inner cylinder slidably in the axial direction with respect to an outer cylinder,
The detection unit includes a sensor, and when the axial expansion / contraction amount of the damper does not exceed a predetermined amount, the sensor detects a part of the damper, and the axial direction of the damper The sensor is attached to one of the inner cylinder and the outer cylinder so that the sensor does not detect a part of the damper when the expansion / contraction amount of the cylinder exceeds a predetermined amount. The abnormality detection device described in 1.   The abnormality detection device according to claim 1, wherein the detection unit detects whether or not the amount of expansion and contraction in the axial direction of the damper is a predetermined constant amount by a sensor disposed around the damper. The detector measures the amount of expansion and contraction in the axial direction of the damper at a predetermined level.
The abnormality detection device according to claim 1, wherein the output unit outputs a level of the amount of expansion and contraction in the axial direction of the damper measured by the detection unit.   The output unit detects that the axial expansion / contraction amount of the damper exceeds a predetermined amount after the detection unit detects that the axial expansion / contraction amount of the damper exceeds a predetermined constant amount. 6. Any one of claims 1 to 5 that outputs that the detection unit has detected that the amount of expansion and contraction in the axial direction of the damper exceeds a predetermined amount even when it is detected that the amount does not exceed. An anomaly detection device according to the above. The output unit is
After the detecting unit detects that the axial expansion / contraction amount of the damper exceeds a predetermined fixed amount, the axial expansion / contraction amount of the damper does not exceed a predetermined fixed amount. Detected first state;
After the detecting unit detects that the axial expansion / contraction amount of the damper exceeds a predetermined fixed amount, the axial expansion / contraction amount of the damper does not exceed a predetermined fixed amount. The abnormality detection device according to claim 1, wherein the abnormality detection device outputs the second state that has not been detected separately.

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