WO2014119110A1 - Excavator abnormality determination method, management device, and excavator - Google Patents
Excavator abnormality determination method, management device, and excavator Download PDFInfo
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- WO2014119110A1 WO2014119110A1 PCT/JP2013/081759 JP2013081759W WO2014119110A1 WO 2014119110 A1 WO2014119110 A1 WO 2014119110A1 JP 2013081759 W JP2013081759 W JP 2013081759W WO 2014119110 A1 WO2014119110 A1 WO 2014119110A1
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- 230000005856 abnormality Effects 0.000 title claims abstract description 207
- 238000000034 method Methods 0.000 title claims description 55
- 238000011156 evaluation Methods 0.000 claims abstract description 125
- 230000002159 abnormal effect Effects 0.000 claims abstract description 79
- 239000013598 vector Substances 0.000 claims description 116
- 238000012545 processing Methods 0.000 claims description 24
- 238000004891 communication Methods 0.000 claims description 19
- 230000008859 change Effects 0.000 claims description 15
- 230000008569 process Effects 0.000 claims description 12
- 230000002123 temporal effect Effects 0.000 claims description 6
- 238000001514 detection method Methods 0.000 abstract description 2
- 230000001364 causal effect Effects 0.000 description 11
- 238000010586 diagram Methods 0.000 description 11
- 238000012423 maintenance Methods 0.000 description 8
- 239000000498 cooling water Substances 0.000 description 4
- 230000005540 biological transmission Effects 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 239000000446 fuel Substances 0.000 description 3
- 238000002360 preparation method Methods 0.000 description 3
- 230000009471 action Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000010354 integration Effects 0.000 description 2
- 239000011159 matrix material Substances 0.000 description 2
- 230000015556 catabolic process Effects 0.000 description 1
- 239000012141 concentrate Substances 0.000 description 1
- 238000006731 degradation reaction Methods 0.000 description 1
- 238000000605 extraction Methods 0.000 description 1
- 239000000295 fuel oil Substances 0.000 description 1
- 239000010720 hydraulic oil Substances 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000010606 normalization Methods 0.000 description 1
- 238000000513 principal component analysis Methods 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 238000010079 rubber tapping Methods 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F9/00—Component parts of dredgers or soil-shifting machines, not restricted to one of the kinds covered by groups E02F3/00 - E02F7/00
- E02F9/26—Indicating devices
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- G—PHYSICS
- G05—CONTROLLING; REGULATING
- G05B—CONTROL OR REGULATING SYSTEMS IN GENERAL; FUNCTIONAL ELEMENTS OF SUCH SYSTEMS; MONITORING OR TESTING ARRANGEMENTS FOR SUCH SYSTEMS OR ELEMENTS
- G05B19/00—Programme-control systems
- G05B19/02—Programme-control systems electric
- G05B19/418—Total factory control, i.e. centrally controlling a plurality of machines, e.g. direct or distributed numerical control [DNC], flexible manufacturing systems [FMS], integrated manufacturing systems [IMS] or computer integrated manufacturing [CIM]
- G05B19/4183—Total factory control, i.e. centrally controlling a plurality of machines, e.g. direct or distributed numerical control [DNC], flexible manufacturing systems [FMS], integrated manufacturing systems [IMS] or computer integrated manufacturing [CIM] characterised by data acquisition, e.g. workpiece identification
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F9/00—Component parts of dredgers or soil-shifting machines, not restricted to one of the kinds covered by groups E02F3/00 - E02F7/00
- E02F9/20—Drives; Control devices
- E02F9/2025—Particular purposes of control systems not otherwise provided for
- E02F9/2054—Fleet management
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F9/00—Component parts of dredgers or soil-shifting machines, not restricted to one of the kinds covered by groups E02F3/00 - E02F7/00
- E02F9/24—Safety devices, e.g. for preventing overload
Definitions
- the present invention relates to a method for determining whether or not an excavator is abnormal based on a detection value of a certain physical quantity acquired from the excavator, and a management device and an excavator that determine whether or not the excavator is abnormal.
- Patent Documents 1 and 2 For example, an abnormality is detected based on a plurality of parameters such as engine speed and hydraulic pressure. As an example, time integrated values of various parameters collected from the work machine are used. By performing time integration, the influence of noise can be eliminated.
- the excavator management and service department the fuel supply department that supplies fuel and hydraulic oil, the rental companies that rent hydraulic excavators, the construction site supervision department that checks the amount of earthwork and manages the construction progress, etc.
- a device information distribution system for distributing information is disclosed in Patent Document 3.
- information on excavators includes information on management of operating hours, information on management of operating locations, information on regular maintenance services, information on anti-theft, information on consumable replacement services And so on.
- Each department has a monitor display that displays information about the excavator. Information useful to each department is displayed on the monitor display of each department.
- An object of the present invention is to provide an abnormality determination method capable of detecting an abnormal change in a short time and determining an abnormality of a shovel.
- a plurality of reference waveforms representing the time change of the detected value of the physical quantity of interest obtained from the excavator are prepared during a period in which the excavator is operated and a predetermined operation is performed, and an evaluation object of the same type as the excavator is prepared
- a method for determining whether or not an excavator is abnormal based on the reference waveform (A) Detecting the physical quantity of interest obtained from the evaluation target excavator during a period of driving the evaluation target excavator and performing an operation similar to the predetermined operation, and obtaining an evaluation waveform that is a change in detected value with time And a process of (B)
- An excavator abnormality determination method including a step of determining whether there is an abnormality in the evaluation target excavator based on a plurality of the reference waveforms and the evaluation waveform.
- a storage device that stores a plurality of reference waveforms that represent temporal changes in the detected value of the physical quantity of interest obtained from the excavator during a period in which the excavator is driven and performs a predetermined operation;
- a communication device that communicates with the evaluation excavator;
- a processing device The processor is Obtaining an evaluation waveform that is a time change of the detected value of the physical quantity of interest obtained from the evaluation target excavator during a period in which the evaluation target excavator performs an operation similar to the predetermined operation;
- a shovel management device is provided that determines whether there is an abnormality in the evaluation target shovel based on the plurality of reference waveforms and the evaluation waveform.
- a storage device in which a plurality of reference waveforms representing changes over time in the detected value of the physical quantity of interest obtained during a certain predetermined operation are stored;
- An excavator having a processing device, The processor is Obtain an evaluation waveform that is a time change of the detected value of the physical quantity of interest obtained during a period in which an operation similar to the predetermined operation is performed, An excavator for determining whether or not there is an abnormality based on the plurality of reference waveforms and the evaluation waveform is provided.
- ⁇ Excavator abnormality can be determined by detecting short-term abnormal fluctuations in the physical quantity of interest.
- FIG. 1 is a block diagram of a management device, a determination target excavator, and a shovel status display device used in the excavator abnormality determination method according to the embodiment.
- FIG. 2 is a flowchart of a preparation stage of the abnormality determination method according to the embodiment.
- FIG. 3 is a graph showing an example of temporal changes in the boom raising command pilot pressure, the boom lowering command pilot pressure, and the engine speed for explaining the predetermined operation of the shovel.
- 4A is a graph illustrating an example of a reference waveform
- FIGS. 4B and 4C are graphs illustrating an example of an evaluation waveform acquired from an evaluation target shovel.
- FIG. 5 is a graph showing an example of a reference waveform.
- FIG. 6A is a chart showing an example of the feature quantity and representative value of the reference waveform
- FIG. 6B is a chart showing an example of the feature quantity of the evaluation waveform.
- FIG. 7 is a flowchart of the abnormality determination method according to the embodiment.
- FIG. 8 is a detailed flowchart of step SB2 shown in FIG.
- FIG. 9 is a diagram illustrating a definition formula of the Mahalanobis distance MD of the evaluation waveform.
- FIG. 10 is a flowchart of step SB2 of the abnormality determination method according to another embodiment.
- FIG. 11 is a graph illustrating an example of a plurality of standardized reference vectors and a standardized evaluation vector.
- FIG. 12 is a graph illustrating an example of a normalized abnormal vector and a normalized evaluation vector.
- FIG. 11 is a graph illustrating an example of a plurality of standardized reference vectors and a standardized evaluation vector.
- FIG. 12 is a graph illustrating an example of a normalized abnormal
- FIG. 13 is a graph showing an example different from FIG. 12 of the normalized abnormal vector and the normalized evaluation vector.
- FIG. 14 is a chart illustrating an example of abnormality determination result information.
- FIG. 15 is a flowchart of processing executed by the processing device of the excavator status display device.
- FIG. 16 is a diagram illustrating an example of an image displayed on the display device of the excavator status display device.
- FIG. 17A is a diagram illustrating another example of an image displayed on the display device of the shovel status display device, and
- FIG. 17B is a diagram illustrating an example of an image displayed after the shovel icon is tapped. .
- FIG. 18 is a diagram showing an image displayed on the display device when the scale of the map is made smaller than the state of FIG. 17A.
- FIG. 19 is a diagram illustrating an example of an image displayed on the display device.
- FIG. 20 is a diagram illustrating an example of an image displayed on the display device.
- FIG. 21 is a flowchart of processing for creating causal relationship information.
- FIG. 22 is a chart showing an example of the measured values of the operating variables and the abnormality types acquired in step SD1 (FIG. 21).
- FIG. 23 is a histogram of operation time A.
- FIG. 24 is a chart showing a list of operation variables and abnormality types after the discretization process.
- FIG. 25 is a chart showing an example of prior probabilities and conditional probabilities of the abnormality estimation model.
- FIG. 26 is a flowchart of a method for performing abnormality determination using causal relationship information.
- FIG. 27 is a chart showing an example of the calculated posterior probability.
- FIG. 28 is a block diagram of an excavator and an excavator management device according to still another embodiment.
- FIG. 1 shows a block diagram of a management device 45, a determination target excavator 30, and a shovel status display device 50 used in the excavator abnormality determination method according to the embodiment.
- the excavator 30 includes a vehicle controller 31, a communication device 32, a GPS (global positioning system) receiver 33, a display device 34, and a sensor 35.
- the sensor 35 measures various operating variables of the excavator.
- the measured value of the sensor 35 is input to the vehicle controller 31.
- the operation variables include, for example, operation time, hydraulic pump pressure, cooling water temperature, hydraulic load, operation time, and the like.
- the vehicle controller 31 transmits the excavator body identification information, the measured values of various driving variables, and the current position information calculated by the GPS receiver 33 from the communication device 32 to the management device 45 via the communication line 40. . Further, the vehicle controller 31 displays various information related to the excavator on the display device 34.
- the management device 45 includes a communication device 46, a processing device 47, a storage device 48, and a display device 49.
- Various information transmitted from the shovel 30 via the communication line 40 is input to the processing device 47 via the communication device 46.
- the storage device 48 stores a program executed by the processing device 47 and various management information.
- the processing device 47 performs abnormality determination of the excavator 30 based on the machine body identification information received from the excavator 30, measured values of various operating variables, current position information, and management information stored in the storage device 48. In the abnormality determination process, a reference waveform or the like stored in the storage device 48 is used.
- the abnormality determination result is output to the display device 49. Further, the processing device 47 transmits the machine body identification information, the current position information, and the abnormality determination result information from the communication device 46 to the excavator state display device 50 via the communication line 40.
- the excavator status display device 50 includes a transmission / reception circuit 51, a processing device 52, a storage device 53, a display device 54, and an input device 55.
- a processing device 52 for example, a touch panel type tablet terminal is used.
- the display device 54 also functions as the input device 55.
- FIG. 2 shows a flowchart of a preparation stage of the abnormality determination method according to the embodiment.
- the preparation stage collection of reference waveforms used in the abnormality determination method and various numerical values associated with the reference waveforms are calculated.
- step SA1 the physical quantity of interest measured by the shovel 30 is acquired during the default operation of the shovel 30 in the normal state (FIG. 1). Specifically, the detected value of the target physical quantity detected by the excavator 30 (FIG. 1) is transmitted to the management device 45 via the communication line 40.
- the default operation means one operation selected from various operations during operation of the excavator.
- FIG. 3 shows an example of temporal changes in the boom raising command pilot pressure, the boom lowering command pilot pressure, and the engine speed.
- the operation key is turned on at time t1
- the engine starts to rotate.
- the engine speed at this time is about 1000 rpm, for example.
- the operator sets the engine speed to 1200 rpm at time t2
- the engine speed increases to about 1200 rpm.
- a boom raising command pilot pressure is generated.
- the boom raising command pilot pressure returns to the initial value.
- the engine speed is maintained at 1200 rpm, for example.
- a boom lowering command pilot pressure is generated.
- the boom lowering command pilot pressure returns to the initial value.
- the engine speed increases to about 1800 rpm. The engine speed is automatically adjusted according to the operating condition of the excavator.
- One of the idling operation from time t1 to t2, the boom raising operation from time t3 to t4, and the boom lowering operation from time t5 to t6 is selected as the default operation.
- a hydraulic relief operation, a turning operation, a forward operation, a backward operation, and the like may be selected as the default operation.
- the engine speed is adopted.
- a hydraulic pump pressure an operating pressure for controlling the excavator forward, backward, turning, etc.
- an operating pressure for a hydraulic cylinder for controlling a boom or the like may be employed.
- step SA2 a reference waveform that is a time change of the physical quantity of interest is acquired.
- the engine speed is adopted as the target physical quantity and the idling operation is selected as the default operation
- the temporal change in the engine speed during the period Ta (FIG. 3) during the idling operation is acquired as a reference waveform.
- the boom raising operation or the boom lowering operation is selected as the default operation
- the engine speed changes over time during the boom raising operation period Tb (FIG. 3) or the boom lowering operation period Tc (FIG. 3), respectively.
- Obtained as a reference waveform is, for example, about 10 seconds.
- FIG. 4A shows an example of the reference waveform.
- step SA3 a plurality of feature amounts are calculated for one reference waveform.
- the “feature amount” means various statistics that characterize the shape of the waveform.
- a feature amount an average value (hereinafter referred to as feature amount A), a standard deviation (hereinafter referred to as feature amount B), a maximum peak value (hereinafter referred to as feature amount C), and the number of peaks (
- feature amount E the maximum amount of signal non-existing time
- FIG. 5 shows an example of the reference waveform.
- the “number of peaks” is defined as the number of points where the waveform crosses the threshold value Pth0. In the period shown in FIG. 5, the waveform crosses the threshold value Pth0 at the intersections H1 to H4. For this reason, the number of peaks is calculated as four.
- the section where the waveform is lower than the threshold value Pth1 is defined as the section where no signal exists.
- signal non-existing sections T1 to T4 appear.
- Maximum value of signal non-existing time means the maximum time width among time widths of a plurality of signal non-existing sections.
- the time width of the signal non-existing section T3 is adopted as the maximum value of the signal non-existing time. In general, when the waveform has a long period, the maximum signal non-existence time increases.
- FIG. 4B and 4C show examples of the waveform of the physical quantity of interest (engine speed) when an abnormality has occurred.
- the standard deviation of the waveform shown in FIG. 4B is larger than the standard deviation of the reference waveform shown in FIG. 4A.
- the maximum value of the signal non-existence time of the waveform shown in FIG. 4C is larger than the maximum value of the signal non-existence time of the reference waveform shown in FIG. 4A.
- Steps SA1 to SA3 are repeated until a sufficient number of reference waveforms are acquired.
- step SA4 When a sufficient number of reference waveforms are acquired, in step SA4 (FIG. 2), representative values and standard deviations of the plurality of feature quantities calculated for each of the reference waveforms are calculated.
- the “representative value” for example, an average value, a median value, or the like is employed.
- step SA5 the reference waveform, feature amount, representative value, and standard deviation are stored in the storage device 48 (FIG. 1).
- FIG. 6A shows an example of the feature amount A to feature amount E of each of the plurality of reference waveforms WF (i), and representative values and standard deviations for each feature amount.
- the parameter i is a natural number.
- the feature quantity A to feature quantity E of the reference waveform WF (i) are represented by a (i) to e (i), respectively.
- Representative values (for example, average values) of the feature quantity A to feature quantity E are represented by Xa to Xe, respectively.
- the standard deviations of the feature amount A to the feature amount E are represented by ⁇ a to ⁇ e, respectively.
- FIG. 7 shows a flowchart of the abnormality determination method according to the embodiment.
- step SB1 the time change of the detected value of the physical quantity of interest is acquired from the evaluation target shovel during the period in which the default operation is performed on the evaluation target shovel.
- the time change of the detected value of the target physical quantity acquired from the evaluation target shovel is referred to as an evaluation waveform.
- the default operation and the physical quantity of interest are the same as the default operation and the physical quantity of interest when the reference waveform is acquired. Note that the default operation when acquiring the evaluation waveform and the default operation when acquiring the reference waveform are not required to be completely the same operation.
- the default operation is a boom raising operation
- these two operations are the same default operation even if the boom raising speed and the boom moving angle are different.
- the default action when acquiring the evaluation waveform and the default action when acquiring the reference waveform are similar to each other in the sense that it is not necessary that the various parameters being operated are completely the same. It can also be said.
- the evaluation target shovel is of the same type as the excavator from which the reference waveform is acquired.
- step SB2 based on the reference waveform stored in the storage device 48 (FIG. 1) and the evaluation waveform acquired in step SB1, it is determined whether there is an abnormality in the evaluation target shovel. A method for determining the presence or absence of abnormality will be described later with reference to FIG. In step SB3, the determination result is output to the display device 49 (FIG. 1).
- FIG. 8 shows a flowchart of step SB2 shown in FIG.
- step SB21 a plurality of feature amounts of the evaluation waveform are calculated.
- the calculated values of feature quantity A to feature quantity E of the evaluation waveform are represented as ao to eo, respectively.
- step SB22 the Mahalanobis distance of the evaluation waveform is calculated using a reference waveform having a plurality of feature amounts A to E as variables as a unit space.
- FIG. 9 shows a definition formula of the Mahalanobis distance MD of the evaluation waveform.
- ao to eo (FIG. 6B) are the values of the feature quantities A to E of the evaluation waveform, respectively, and Xa to Xe are representatives of the feature quantities A to E of the plurality of reference waveforms, respectively.
- a value (for example, an average value) (FIG. 6A), and ⁇ a to ⁇ e are standard deviations (FIG. 6A) of feature amounts A to E of a plurality of reference waveforms, respectively.
- a matrix including r (A, A) to r (E, E) as elements is a correlation matrix of the reference waveform feature quantity A to feature quantity E.
- step SB23 the Mahalanobis distance of the evaluation waveform is compared with a determination threshold value.
- the determination threshold is stored in advance in the storage device 48 (FIG. 1).
- step SB24 based on the comparison result between the Mahalanobis distance and the determination threshold, it is determined whether there is an abnormality in the evaluation target shovel. For example, when the Mahalanobis distance MD is greater than or equal to the determination threshold, it is determined that the evaluation excavator is abnormal, and in other cases, it is determined normal. If it is determined that the evaluation target excavator is abnormal, a candidate for an abnormal type is specified in step SB25, and then step SB3 (FIG. 7) is executed. If it is determined that the evaluation excavator is normal, step SB3 (FIG. 7) is executed without executing step SB25.
- the waveform of the physical quantity of interest and the feature quantity of the waveform in various abnormal states of the excavator are stored in a database in association with the abnormality type. Principal component analysis is performed using these features as factors.
- the waveform of the same abnormal state will tend to concentrate in a specific region (hereinafter referred to as a known abnormal concentration region) in the principal component coordinate system.
- the Mahalanobis distance increases due to the large standard deviation as one factor.
- the Mahalanobis distance increases due to the fact that the maximum value of the signal non-existing time is large. For this reason, it is determined that the evaluation object excavator from which the waveforms illustrated in FIGS. 4B and 4C are acquired is abnormal.
- the integrated value or average value of the waveform shown in FIGS. 4B and 4C is substantially equal to the integrated value or average value of the waveform shown in FIG. 4A. Therefore, when the presence or absence of abnormality is determined based on the integrated value or average value of the waveform, the evaluation object shovel from which the waveforms of FIGS. 4B and 4C are acquired may be determined to be normal. In the abnormality determination method according to the embodiment, the evaluation object excavator from which the waveforms illustrated in FIGS. 4B and 4C are acquired can be determined to be abnormal.
- the abnormality determination method according to the embodiment shown in FIGS. 10 to 12 is obtained by changing step SB2 of the abnormality determination method according to the embodiment shown in FIG. 7 to the flowchart shown in FIG.
- FIG. 10 shows a flowchart of step SB2 of the abnormality determination method according to this embodiment.
- step SB21 the feature amount of the evaluation waveform is calculated. This step is the same as step SB21 in the embodiment shown in FIG.
- step SB221 a reference vector having a plurality of feature quantities of each reference waveform as an element is normalized so that the average becomes 0 and the standard deviation becomes 1 for each feature quantity.
- An average vector of a plurality of standardized reference vectors (standardized reference vectors) is a zero vector.
- the standardized feature quantity A of the reference waveform WF (i) is represented by (a (i) ⁇ Xa) / ⁇ a.
- FIG. 11 shows an example of a plurality of standardized reference vectors.
- the standardized reference vector is represented as a two-dimensional vector having two elements, a feature quantity A and a feature quantity B.
- the tip of the normalized reference vector is indicated by a hollow circle symbol. Since the average vector of the standardized reference vectors is a zero vector and the standard deviation of each feature quantity is 1, the standardized reference vectors are distributed in a circular area 70 near the origin.
- the area 70 is referred to as a “reference area”.
- step SB222 the evaluation vector having the feature quantity of the evaluation waveform as an element is normalized using the average value and the standard deviation of the feature quantity of the reference waveform WF (i) to generate a standardized evaluation vector.
- the standardized evaluation vector is compared with the average vector of the standardized reference vectors (that is, the zero vector).
- FIG. 11 shows an example of the standardized evaluation vector 71. In the example shown in FIG. 11, the standardized evaluation vector 71 is greatly deviated from the reference area 70.
- step SB223 based on the comparison result between the average vector (zero vector) of the standardized reference vectors and the standardized evaluation vector 71 (FIG. 11), it is determined whether there is an abnormality in the evaluation target shovel.
- the standardized evaluation vector 71 (FIG. 11) is located inside the reference area 70 (FIG. 11)
- the presence or absence of an abnormality in the evaluation target shovel may be determined.
- step SB224 If it is determined in step SB223 that there is an abnormality, in step SB224, an abnormality type candidate is specified. Thereafter, in step SB3 (FIG. 7), the determination result is output. If it is determined to be normal in step SB223, the determination result is output in step SB3 (FIG. 7) without specifying an abnormal type candidate.
- step SB224 (FIG. 10)
- a feature amount is calculated based on a temporal change in the physical quantity of interest acquired from an excavator whose abnormality type is known, and an abnormal vector is acquired.
- a plurality of abnormal vectors having the same abnormality type tend to be concentrated in a specific area.
- FIG. 12 shows an example of a normalization abnormality vector and a standardization evaluation vector.
- Normalized abnormality vectors acquired from an excavator in which an abnormality of an abnormality type X has occurred are concentrated in a specific area (X abnormality area) 80, and from an excavator in which an abnormality of another abnormality type Y has occurred.
- the acquired normalized abnormality vectors are concentrated in another specific area (Y abnormal area) 82.
- a vector average of normalized abnormal vectors concentrated in the X abnormal region 80 is obtained, and an X abnormal average vector 81 is determined.
- a vector average of normalized abnormal vectors that are concentrated in the Y abnormal region 82 is obtained, and a Y abnormal average vector 83 is determined.
- the X abnormal time average vector 81 and the Y abnormal average vector 83 are obtained in advance and stored in the storage device 48 (FIG. 1).
- An average vector at the time of abnormality corresponding to various abnormality types different from both the abnormality type X and the abnormality type Y is also obtained in advance and stored in the storage device 48 (FIG. 1).
- Standardized evaluation vectors 84 and 85 are compared with various abnormal average vectors.
- the difference between the standardized evaluation vector and the abnormal average vector is small, it is estimated that an abnormality corresponding to the abnormal average vector has occurred.
- the difference between the normalized evaluation vector 85 and the X abnormal time average vector 81 is small. For this reason, it is estimated that an abnormality of abnormality type X has occurred in the evaluation object shovel from which the standardized evaluation vector 85 has been acquired.
- the standardized evaluation vector 84 is far from any abnormal average vector. It is estimated that an unknown abnormality has occurred in the evaluation target shovel from which the standardized evaluation vector 84 has been acquired. Further, the importance of the abnormality determination result is determined based on the lengths of the standardized evaluation vectors 84 and 85. The longer the standardized evaluation vectors 84 and 85, the higher the importance of the corresponding abnormality.
- FIG. 13 differs from the example shown in FIGS. 10 to 12 in the process of specifying the abnormality type candidate in step SB224 (FIG. 10), and the other processes are the same.
- the outer shapes of the X abnormal region 80 and the Y abnormal region 82 are almost circular.
- the X abnormal region 80, the Z abnormal region 90, etc. may have a long outer shape along a straight line passing through the origin. In such a case, an example in which candidates for abnormal types of the two standardized evaluation vectors 86 and 87 are specified will be described.
- the X abnormal time unit vector 81u and the Z abnormal time unit vector 88u where the lengths of the X abnormal time average vector 81 and the Z abnormal time average vector 88 are 1, are stored in the storage device 48 ( 1).
- an abnormal unit vector in which the length of the abnormal average vector is 1 is stored in the storage device 48.
- an angle formed by the unit vector 81u at the time of X abnormality and the standardized evaluation vectors 86 and 87 is obtained.
- an abnormality type X is cited as a candidate for an abnormality occurring in the shovel to be evaluated.
- the angle formed by the normalized evaluation vector 86 and the X abnormality time unit vector 81u is smaller than the determination threshold. For this reason, it is estimated that an abnormality of abnormality type X has occurred in the excavator from which the evaluation waveform corresponding to the standardized evaluation vector 86 has been acquired.
- the angle formed by the other normalized evaluation vector 87 and the X abnormality time unit vector 81u is larger than the determination threshold. For this reason, it is estimated that an abnormality other than the abnormality type X has occurred in the excavator from which the evaluation waveform corresponding to the standardized evaluation vector 87 has been acquired.
- a normalized abnormality vector of abnormality type X and a normalized abnormality vector of abnormality type Z are distributed in the X abnormality region 80 and the Z abnormality region 90, respectively.
- the length D1 of the difference vector between the X-abnormal average vector 81 and the normalized evaluation vector 86 is substantially equal to the difference vector length D2 between the X-abnormal average vector 81 and the other normalized evaluation vector 87.
- the length D3 of the difference vector between the normalized evaluation vector 87 and the Z abnormal average vector 88 is longer than the length D1.
- the angle formed by the normalized evaluation vector 87 and the Z abnormal time average vector 88 is smaller than the determination threshold.
- the abnormal type candidate of the standardized evaluation vector 87 is abnormal.
- Type X is extracted.
- the normalized evaluation vector 87 is almost unrelated to the abnormal type X and often indicates a sign that the abnormal type Z will occur.
- a candidate for an abnormality type is extracted based on an angle formed by the standardized evaluation vector 87 and various abnormality unit vectors.
- the angle formed between the standardized evaluation vector 87 and the Z abnormal time unit vector 88u is smaller than the angle formed between the standardized evaluation vector 87 and the X abnormal time unit vector 81u. Therefore, the abnormality type Z is extracted as the abnormality type of the standardized evaluation vector 87.
- the degree of abnormality After extracting the abnormal type candidates, it is possible to estimate the degree of abnormality based on the ratio of the length of the normalized evaluation vector 87 to the length of the average vector 88 at the time of Z abnormality. When the ratio between the two is small, the degree of abnormality is low, and when the ratio between the two is large, it can be estimated that the degree of abnormality is high. Furthermore, the abnormal unit vectors 81u and 88u may be used when estimating the degree of abnormality.
- FIG. 14 shows an example of abnormality determination result information.
- the abnormality determination result information includes an abnormality type, a subject, an abnormal part, an abnormal part, a countermeasure, and an importance of the abnormality.
- the abnormality type is an identification code that identifies an abnormality that is estimated to have occurred in the target excavator 30.
- the degree of importance of the abnormality is represented by, for example, four levels of “severe”, “medium”, “mild”, and “normal”.
- abnormalities that lead to engine shutdown are classified as "severe”
- abnormalities that lead to significant engine performance degradation are classified as "medium”
- abnormalities that can continue to operate with the backup function are classified as "minor” being classified.
- a state in which no abnormality has occurred is classified as “normal”.
- the “severe” abnormality includes, for example, an engine controller abnormality.
- “Medium” abnormalities include fuel leakage, fuel clogging, engine harness disconnection, and the like.
- “Mild” abnormality includes temperature sensor abnormality, boost pressure sensor abnormality, and the like.
- FIG. 15 shows a flowchart of processing executed by the processing device 52 of the excavator status display device 50 (FIG. 01).
- the processing device 52 sends the machine identification information of each of the plurality of excavators 30 to be managed from the management device 45 (FIG. 01) via the transmission / reception circuit 51.
- the current position information of each of the excavators 30 and the abnormality determination result information (FIG. 14) of each of the excavators 30 are received.
- step SC2 the processing device 52 (FIG. 01) determines the range of the map to be displayed on the display device 54 (FIG. 01) based on the current position information of the plurality of excavators 30 received from the management device 45 (FIG. 01). decide. For example, the scale of the map is determined so that the displayed map includes the current positions of all the shovels 30 to be managed. Note that the range of the map to be displayed may be determined so as to include the current position of at least one excavator 30 to be managed.
- step SC3 the map of the range determined in step SC2 is displayed on the display device 54 (FIG. 01) of the excavator status display device 50. Further, an excavator icon is displayed at a location on the displayed map corresponding to the current position of the excavator 30 to be managed. The icon of the excavator is displayed in a manner in which the importance of the abnormality determination result based on the abnormality determination result information can be identified.
- FIG. 16 shows an example of an image displayed on the display device 54 of the excavator status display device 50 (FIG. 01).
- a map display area 60, an icon explanation area 61, and an excavator information display area 62 are secured on the display screen.
- a map is displayed in the map display area 60, and an excavator icon 63 is displayed at a location corresponding to the current position of the excavator.
- the excavator icon 63 has a planar shape corresponding to the outer shape of the excavator, and is displayed by being color-coded according to the importance of the abnormality estimated to have occurred in the excavator.
- the excavator icons 63 whose importance levels are “severe”, “medium”, “mild”, and “normal” are color-coded into red, pink, yellow, and blue, respectively.
- the icon explanation area 61 the correspondence between the color of the shovel icon and the importance is displayed.
- the excavator icon may be displayed in a mode other than color coding.
- the thickness of the lines that make up the icon may be varied, or the size of the icon may be varied.
- the icon of the shovel whose abnormality determination result is “severe” may be blinked.
- the excavator information is displayed in a tabular format in the excavator information display area 62.
- the excavator information includes the excavator type, the machine number, the location, the hour meter value, and the importance of the abnormality.
- a button for linking to detailed information is displayed for each excavator machine number. When this button is selected by tapping or the like, detailed information of the excavator with the machine number corresponding to the selected button is displayed.
- the detailed information includes information on the abnormality type, subject, abnormal part, abnormal part, and countermeasure shown in FIG.
- Maintenance managers can easily recognize the distribution of shovels to be managed and the current position of the shovel that is estimated to be abnormal based on the information displayed on the shovel status display device 50 (FIG. 01). Can do.
- FIG. 17A shows another example of the image displayed in the map display area 60.
- a balloon 64 is given to one shovel icon 63A.
- the numerical value shown in the balloon 64 represents the number of excavators existing at the location where one excavator icon 63A is displayed.
- FIG. 17A means that there are three excavators at a location on the map where the excavator icon 63A is displayed.
- the map is enlarged and displayed around the place where the excavator icon 63A is displayed.
- FIG. 17B shows an image displayed in the map display area 60 after the excavator icon 63A (FIG. 17A) is tapped. Icons of two excavators 63B and 63C that are not displayed in the state of FIG. 17A are displayed. Thus, the shovel icon that was not displayed in the state of FIG. 17A can be easily displayed. Thereby, the maintenance manager can recognize the current positions of all the excavators and the importance of the abnormality.
- FIG. 17A by omitting the display of icons other than the shovel having the highest importance of the abnormality determination result, it is possible to easily identify the shovel having the highest importance of the abnormality determination result from other shovels. It is.
- You may display an icon in the other aspect which can identify easily the excavator with the highest importance of an abnormality determination result with respect to another shovel.
- a plurality of icons may be displayed in an overlapping manner so that a shovel icon with a low importance level is arranged in a lower layer and a shovel icon with a high importance level is arranged in a relatively upper layer.
- FIG. 18 shows an image displayed in the map display area 60 when the scale of the map is made smaller than the state of FIG. 17A.
- the excavator icon 63A shown in FIG. 17A and the icon closest to the excavator icon 63A exist in the same section where the icons are to be displayed together on the small scale map.
- the numerical value in the balloon 64 attached to the excavator icon 63A is increased from “3” to “4”.
- a plurality of shovel icons that are individually displayed in FIG. 17A may be represented by one icon in FIG.
- the current position of the service car in charge of excavator maintenance may be displayed in the map display area 60.
- the management device 45 receives the current position information from the service car. This current position information is transmitted to the excavator status display device 50 (FIG. 01).
- the excavator status display device 50 receives the current position information of the service car
- the service car icon 65 is displayed at a location corresponding to the current position of the service car on the map displayed in the map display area 60.
- excavator icons 63A to 63C are also displayed.
- the maintenance manager in the service car can easily grasp the positional relationship between his current position and the position of the shovel to be managed. In this way, it is possible to easily grasp the current location of a plurality of management shovels distributed over a wide range and the state of the shovel.
- a route 66 from the current position of the service car to the current position of a specific excavator may be displayed.
- the maintenance manager taps the target excavator icon 63A.
- the processing device 52 obtains a route 66 from the service car to the current position of the shovel indicated by the tapped icon 63A and displays it on the map. As a result, the maintenance staff can easily move to the target excavator.
- the management device 45 (FIG. 1) has a function of determining an excavator abnormality, and the excavator state display device 50 has a function of displaying the importance of the abnormality occurring in the shovel.
- the excavator status display device 50 may be provided with a function for determining an abnormality of the excavator.
- the management device 45 may be provided with the function of the excavator status display device 50, and the management device 45 may be realized by a tablet terminal or the like.
- the management device 45 is unnecessary, and direct communication is performed between the excavator status display device 50 and the excavator 30.
- a program executed by the processing device 52 and various management information are stored in the storage device 53 of the excavator status display device 50.
- the processing device 52 performs abnormality determination of the shovel 30 based on the machine body identification information received from the excavator 30, measured values of various operating variables, current position information, and management information stored in the storage device 53.
- the excavator abnormality determination includes a process of creating causal relationship information for performing abnormality determination and a process of performing abnormality determination using the causal relationship information.
- FIG. 21 shows a flowchart of processing for creating causal relationship information for performing abnormality determination.
- the management device 45 (FIG. 01) acquires the measured value of the operating variable and the abnormality type that occurred during the period in which the measured value was collected from the plurality of excavators 30 (FIG. 01) to be managed.
- FIG. 22 shows an example of measured values and abnormality types of the operating variables acquired in step SD1.
- the measurement value of the operating variable and the acquisition of the abnormality type are performed for each machine number (machine identification information) of the excavator and every certain collection period.
- the collection period is set to 1 day (24 hours), for example.
- a group of information collected from one aircraft within one collection period constitutes one evaluation object.
- the evaluation target No. The information of 1 was acquired from the excavator of the aircraft number a on July 1, 2011.
- the operation time A is 24, the pump pressure B is 19, the cooling water temperature C is 15, the hydraulic load D is 11,
- the operating time E is 14.
- “Operating time” means the time from when the shovel start switch is pressed to when the stop switch is pressed, that is, the time when the shovel is started.
- “Operating time” means the time during which the operator is operating the excavator.
- the abnormality type X of 1 is X1. This means that on July 1, 2011, an abnormality of the abnormality type X1 occurred in the excavator with the machine number a.
- the abnormality type X0 shown in FIG. 22 means that no abnormality has occurred.
- step SD2 (FIG. 21) an operation variable is discretized to replace each operation variable with a finite discrete event.
- FIG. 23 shows an example of a histogram of operation time A.
- the horizontal axis of FIG. 23 represents the operation time A, and the vertical axis represents the number (frequency) of evaluation objects.
- the average of the operation time A is ⁇ , and the standard deviation is ⁇ .
- a section where the operation time A is less than or equal to ⁇ is A1, a section where ⁇ to ⁇ + ⁇ is A2, and a section where ⁇ + ⁇ or more is A3.
- FIG. 24 shows a list of operation variables and abnormality types after the discretization process.
- the operation time A is represented by sections A1, A2, and A3 to which the measured values belong.
- other driving information is also replaced with a finite discrete event.
- step SD3 the causal relationship information is created and stored in the storage device 48 (FIG. 01).
- the list in which the operation variables A, B, C,... Of the finite discrete event shown in FIG. 24 are associated with the abnormality type X is a cause and effect with the abnormality type X as a cause event and the operation variable as a result event. It can be said to be related information.
- FIG. 25 shows an example of prior probabilities and conditional probabilities of the abnormality estimation model.
- the prior probability P (X) can be calculated from the causal relationship information shown in FIG. 24, assuming that the abnormality type X is a cause event and each operation variable is a result event assumed to be caused by the cause. Further, for each of the operating variables A, B, C,..., Conditional probabilities P (A
- FIG. 25 shows an example of the calculated prior probabilities P (X) and conditional probabilities P (A
- FIG. 26 shows a flowchart of a method for performing abnormality determination using causal relationship information.
- the management device 45 (FIG. 01) acquires the measured value of the operating variable from the management target shovel 30.
- the obtained operation variable is discretized. This discretization process is performed based on the same standard as the discretization process performed in step SD2 of FIG.
- FIG. 27 shows an example of the operation variable after the discretization process.
- the discretized value of the operating time A is A2
- the discretized value of the pump pressure B is B3
- the discretized value of the cooling water temperature C is C1
- the discretized value of the hydraulic load D is D2
- step SE3 the posterior probability for each abnormality type is obtained using the prior probability P (X), conditional probability P (A
- a posterior probability P (X X1
- A A2) (hereinafter referred to as P (X1
- A2) a posterior probability that an abnormality of the abnormality type X1 has occurred under the condition that an event that the operation time A is A2 has occurred.
- A2)... are newly treated as prior probabilities, and the discretized value of the pump pressure B is B3.
- A2, B3) that an abnormality of the abnormality type X1 has occurred under the condition that an event has occurred can be calculated by the following equation. It is assumed that the operation time A and the pump pressure B are independent.
- X1, A2) on the right side can be obtained from the causal relationship information shown in FIG. Similarly, posterior probabilities P (X2
- the objectivity of the calculated posterior probability can be further increased. it can.
- FIG. 27 shows an example of the calculated posterior probability.
- the probability that no abnormality has occurred is 50%
- the probability that an abnormality of abnormality type X1 has occurred is 5%
- abnormality of abnormality type X2 has occurred. It is estimated that the probability of being 20%.
- the resulting events are sequentially added to newly calculate the posterior probability step by step, but it is not always necessary to calculate the posterior probability step by step.
- X), etc. of each operating variable all operating variables are considered as event events and abnormal
- the posterior probability of the type may be calculated.
- step SE4 the estimated abnormality type and its posterior probability are stored in the storage device 48 (FIG. 01) in association with the machine number.
- a plurality of abnormality types may be derived by abnormality determination.
- the possibility that an abnormality of abnormality type X1 has occurred is estimated to be 5%
- the possibility that an abnormality of abnormality type X2 has occurred is estimated to be 20%.
- the importance of the abnormality having the highest posterior probability may be adopted as the importance of the abnormality estimated to have occurred in the shovel.
- the highest degree of abnormality among the importance levels of abnormalities having a posterior probability of a certain reference value for example, 20% or more, may be adopted as the importance level of abnormalities estimated to have occurred in the shovel.
- FIG. 28 shows a block diagram of an excavator and an excavator management device according to still another embodiment.
- the detected value of the physical quantity of interest is managed from the shovel 30 via the communication line 40 in step SA1 (FIG. 2).
- Sent to device 45 In the embodiment shown in FIG. 28, the management device 45 is mounted on the excavator 30.
- the management device 45 mounted on the excavator 30 determines whether there is an abnormality in the shovel 30 by the same method as the abnormality determination method according to the embodiment shown in FIGS. 1 to 9 or the embodiment shown in FIGS. To do.
- the determination result is transmitted from the excavator 30 via the communication line 40 to the excavator management device 25.
- the excavator management device 25 outputs the determination result received from the excavator 30 to the output device 26 in such a manner that the individual excavator 30 can be identified.
- the information transmitted / received through the communication line 40 is only the determination result of the presence / absence of abnormality. Therefore, compared to the embodiment shown in FIGS. 1 to 9 and the embodiment shown in FIGS. 1 to 12 that transmit and receive the detected value of the physical quantity of interest, the amount of data transmitted and received via the communication line 40 is smaller. Can be reduced.
- various data are transmitted from the management device 45 mounted on the excavator 30 to the excavator status display device 50 (FIG. 1). Further, the management device 45 mounted on the excavator 30 may have the function of the excavator status display device 50. In this case, the machine body identification information of each of the plurality of shovels to be evaluated and the current position of each of the plurality of shovels to be evaluated are received by the management device 45 of one shovel 30.
- the management device 45 mounted on the excavator 30 displays a map including at least one current position of a plurality of excavators to be evaluated.
- an excavator icon is displayed at a location on the displayed map corresponding to the current position of the excavator to be evaluated in such a manner that the importance of the abnormality based on the determination result of the presence or absence of the abnormality can be identified.
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Abstract
In a period in which an excavator is being operated, and predetermined movements are being performed, a plurality of reference waveforms, which represent changes over time in detection values of target physical quantities obtained from the excavator, are prepared. The presence or absence of abnormalities in an excavator being evaluated, which is of the same type as the aforementioned excavator, is determined on the basis of the reference waveforms, by executing steps (a) and (b) below. (a) In a period in which an excavator being evaluated is being operated, and similar movements to the predetermined movements are being performed, target physical quantities obtained from the excavator being evaluated are detected, and evaluation waveforms, which represent changes over time in the detected values, are acquired. (b) The presence or absence of abnormalities in the excavator being evaluated is determined on the basis of a plurality of reference waveforms and the evaluation waveforms. Abnormalities in the excavator can thus be determined by detecting abnormal changes over a short period.
Description
本発明は、ショベルから取得されたある物理量の検出値に基づいて、ショベルの異常の有無を判定する方法、及びショベルの異常の有無を判定する管理装置及びショベルに関する。
The present invention relates to a method for determining whether or not an excavator is abnormal based on a detection value of a certain physical quantity acquired from the excavator, and a management device and an excavator that determine whether or not the excavator is abnormal.
ショベル等の作業機械は、様々な建設現場、土木現場等で使用されおり、故障が発生した際には、迅速な故障修理が求められる。作業機械の状態に応じて変動する種々のパラメータに基づいて、異常を検出する評価システムが開発されている(特許文献1、2)。例えば、エンジン回転数、作動油圧等の複数のパラメータに基づいて異常が検出される。一例として、作業機械から収集される各種パラメータの時間積分値等が利用される。時間積分を行うことにより、ノイズの影響を排除することができる。
Work machines such as excavators are used at various construction sites, civil engineering sites, etc., and when a failure occurs, quick failure repair is required. Evaluation systems have been developed that detect abnormalities based on various parameters that vary depending on the state of the work machine (Patent Documents 1 and 2). For example, an abnormality is detected based on a plurality of parameters such as engine speed and hydraulic pressure. As an example, time integrated values of various parameters collected from the work machine are used. By performing time integration, the influence of noise can be eliminated.
ショベルの管理及びサービスを行う管理部門、燃料及び作動油を供給する燃料供給部門、油圧ショベルを賃貸するレンタル業者、土工量をチェックし工事の進捗状況を管理する工事現場監督部門等に、ショベルに関する情報を配信する装置情報配信システムが、特許文献3に開示されている。特許文献3に開示された装置情報配信システムにおいては、ショベルに関する情報が、稼働時間の管理に関する情報、稼働場所の管理に関する情報、定期メンテナンスサービスに関する情報、盗難防止に関する情報、消耗品交換サービスに関する情報等に分類されている。
The excavator management and service department, the fuel supply department that supplies fuel and hydraulic oil, the rental companies that rent hydraulic excavators, the construction site supervision department that checks the amount of earthwork and manages the construction progress, etc. A device information distribution system for distributing information is disclosed in Patent Document 3. In the apparatus information distribution system disclosed in Patent Document 3, information on excavators includes information on management of operating hours, information on management of operating locations, information on regular maintenance services, information on anti-theft, information on consumable replacement services And so on.
部門ごとに、ショベルに関する情報を表示するモニタディスプレイが設置されている。各部門のモニタディスプレイに、当該部門に有益な情報が表示される。
Each department has a monitor display that displays information about the excavator. Information useful to each department is displayed on the monitor display of each department.
検出された各種パラメータの時間積分を行うと、短時間に異常な変動が発生しても、その変動が検出されなくなる。本発明の目的は、短時間の異常な変動を検出して、ショベルの異常を判定することができる異常判定方法を提供することである。
∙ If time integration of detected parameters is performed, even if abnormal fluctuation occurs in a short time, the fluctuation is not detected. An object of the present invention is to provide an abnormality determination method capable of detecting an abnormal change in a short time and determining an abnormality of a shovel.
本発明の一観点によると、
ショベルを運転して、ある既定動作を行っている期間に、前記ショベルから得られた着目物理量の検出値の時間変化を表す複数の参照波形が準備されており、前記ショベルと同一型式の評価対象ショベルの異常の有無を、前記参照波形に基づいて判定する方法であって、
(a)前記評価対象ショベルを運転し、前記既定動作と類似の動作を行っている期間に、前記評価対象ショベルから得られる前記着目物理量を検出し、検出値の時間変化である評価波形を取得する工程と、
(b)複数の前記参照波形と、前記評価波形とに基づいて、前記評価対象ショベルの異常の有無を判定する工程と
を有するショベルの異常判定方法が提供される。 According to one aspect of the invention,
A plurality of reference waveforms representing the time change of the detected value of the physical quantity of interest obtained from the excavator are prepared during a period in which the excavator is operated and a predetermined operation is performed, and an evaluation object of the same type as the excavator is prepared A method for determining whether or not an excavator is abnormal based on the reference waveform,
(A) Detecting the physical quantity of interest obtained from the evaluation target excavator during a period of driving the evaluation target excavator and performing an operation similar to the predetermined operation, and obtaining an evaluation waveform that is a change in detected value with time And a process of
(B) An excavator abnormality determination method including a step of determining whether there is an abnormality in the evaluation target excavator based on a plurality of the reference waveforms and the evaluation waveform.
ショベルを運転して、ある既定動作を行っている期間に、前記ショベルから得られた着目物理量の検出値の時間変化を表す複数の参照波形が準備されており、前記ショベルと同一型式の評価対象ショベルの異常の有無を、前記参照波形に基づいて判定する方法であって、
(a)前記評価対象ショベルを運転し、前記既定動作と類似の動作を行っている期間に、前記評価対象ショベルから得られる前記着目物理量を検出し、検出値の時間変化である評価波形を取得する工程と、
(b)複数の前記参照波形と、前記評価波形とに基づいて、前記評価対象ショベルの異常の有無を判定する工程と
を有するショベルの異常判定方法が提供される。 According to one aspect of the invention,
A plurality of reference waveforms representing the time change of the detected value of the physical quantity of interest obtained from the excavator are prepared during a period in which the excavator is operated and a predetermined operation is performed, and an evaluation object of the same type as the excavator is prepared A method for determining whether or not an excavator is abnormal based on the reference waveform,
(A) Detecting the physical quantity of interest obtained from the evaluation target excavator during a period of driving the evaluation target excavator and performing an operation similar to the predetermined operation, and obtaining an evaluation waveform that is a change in detected value with time And a process of
(B) An excavator abnormality determination method including a step of determining whether there is an abnormality in the evaluation target excavator based on a plurality of the reference waveforms and the evaluation waveform.
本発明の他の観点によると、
ショベルを運転して、ある既定動作を行っている期間に、前記ショベルから得られた着目物理量の検出値の時間変化を表す複数の参照波形が格納された記憶装置と、
評価対象ショベルと通信を行う通信装置と、
処理装置と
を有し、
前記処理装置は、
前記評価対象ショベルが前記既定動作と類似の動作を行っている期間に、前記評価対象ショベルから得られる前記着目物理量の検出値の時間変化である評価波形を取得し、
複数の前記参照波形と、前記評価波形とに基づいて、前記評価対象ショベルの異常の有無を判定するショベルの管理装置が提供される。 According to another aspect of the invention,
A storage device that stores a plurality of reference waveforms that represent temporal changes in the detected value of the physical quantity of interest obtained from the excavator during a period in which the excavator is driven and performs a predetermined operation;
A communication device that communicates with the evaluation excavator;
A processing device,
The processor is
Obtaining an evaluation waveform that is a time change of the detected value of the physical quantity of interest obtained from the evaluation target excavator during a period in which the evaluation target excavator performs an operation similar to the predetermined operation;
A shovel management device is provided that determines whether there is an abnormality in the evaluation target shovel based on the plurality of reference waveforms and the evaluation waveform.
ショベルを運転して、ある既定動作を行っている期間に、前記ショベルから得られた着目物理量の検出値の時間変化を表す複数の参照波形が格納された記憶装置と、
評価対象ショベルと通信を行う通信装置と、
処理装置と
を有し、
前記処理装置は、
前記評価対象ショベルが前記既定動作と類似の動作を行っている期間に、前記評価対象ショベルから得られる前記着目物理量の検出値の時間変化である評価波形を取得し、
複数の前記参照波形と、前記評価波形とに基づいて、前記評価対象ショベルの異常の有無を判定するショベルの管理装置が提供される。 According to another aspect of the invention,
A storage device that stores a plurality of reference waveforms that represent temporal changes in the detected value of the physical quantity of interest obtained from the excavator during a period in which the excavator is driven and performs a predetermined operation;
A communication device that communicates with the evaluation excavator;
A processing device,
The processor is
Obtaining an evaluation waveform that is a time change of the detected value of the physical quantity of interest obtained from the evaluation target excavator during a period in which the evaluation target excavator performs an operation similar to the predetermined operation;
A shovel management device is provided that determines whether there is an abnormality in the evaluation target shovel based on the plurality of reference waveforms and the evaluation waveform.
本発明のさらに他の観点によると、
ある既定動作を行っている期間に得られた着目物理量の検出値の時間変化を表す複数の参照波形が格納された記憶装置と、
処理装置と
を有するショベルであって、
前記処理装置は、
前記既定動作と類似の動作を行っている期間に得られる前記着目物理量の検出値の時間変化である評価波形を取得し、
複数の前記参照波形と、前記評価波形とに基づいて異常の有無を判定するショベルが提供される。 According to yet another aspect of the invention,
A storage device in which a plurality of reference waveforms representing changes over time in the detected value of the physical quantity of interest obtained during a certain predetermined operation are stored;
An excavator having a processing device,
The processor is
Obtain an evaluation waveform that is a time change of the detected value of the physical quantity of interest obtained during a period in which an operation similar to the predetermined operation is performed,
An excavator for determining whether or not there is an abnormality based on the plurality of reference waveforms and the evaluation waveform is provided.
ある既定動作を行っている期間に得られた着目物理量の検出値の時間変化を表す複数の参照波形が格納された記憶装置と、
処理装置と
を有するショベルであって、
前記処理装置は、
前記既定動作と類似の動作を行っている期間に得られる前記着目物理量の検出値の時間変化である評価波形を取得し、
複数の前記参照波形と、前記評価波形とに基づいて異常の有無を判定するショベルが提供される。 According to yet another aspect of the invention,
A storage device in which a plurality of reference waveforms representing changes over time in the detected value of the physical quantity of interest obtained during a certain predetermined operation are stored;
An excavator having a processing device,
The processor is
Obtain an evaluation waveform that is a time change of the detected value of the physical quantity of interest obtained during a period in which an operation similar to the predetermined operation is performed,
An excavator for determining whether or not there is an abnormality based on the plurality of reference waveforms and the evaluation waveform is provided.
着目物理量の短時間の異常な変動を検出して、ショベルの異常を判定することができる。
∙ Excavator abnormality can be determined by detecting short-term abnormal fluctuations in the physical quantity of interest.
図1に、実施例によるショベルの異常判定方法で用いられる管理装置45、判定対象のショベル30、及びショベルの状態表示装置50のブロック図を示す。
FIG. 1 shows a block diagram of a management device 45, a determination target excavator 30, and a shovel status display device 50 used in the excavator abnormality determination method according to the embodiment.
ショベル30に、車両コントローラ31、通信装置32、GPS(全地球測位システム)受信器33、表示装置34、及びセンサ35が備えられている。センサ35は、ショベルの種々の運転変数を測定する。センサ35の測定値が車両コントローラ31に入力される。運転変数には、例えば、運転時間、油圧ポンプ圧力、冷却水温度、油圧負荷、稼働時間等が含まれる。車両コントローラ31は、ショベルの機体識別情報、種々の運転変数の測定値、及びGPS受信器33で算出された現在位置情報を、通信装置32から、通信回線40を介して管理装置45に送信する。さらに、車両コントローラ31は、ショベルに関する種々の情報を表示装置34に表示する。
The excavator 30 includes a vehicle controller 31, a communication device 32, a GPS (global positioning system) receiver 33, a display device 34, and a sensor 35. The sensor 35 measures various operating variables of the excavator. The measured value of the sensor 35 is input to the vehicle controller 31. The operation variables include, for example, operation time, hydraulic pump pressure, cooling water temperature, hydraulic load, operation time, and the like. The vehicle controller 31 transmits the excavator body identification information, the measured values of various driving variables, and the current position information calculated by the GPS receiver 33 from the communication device 32 to the management device 45 via the communication line 40. . Further, the vehicle controller 31 displays various information related to the excavator on the display device 34.
管理装置45は、通信装置46、処理装置47、記憶装置48、及び表示装置49を含む。ショベル30から通信回線40を経由して送信された種々の情報が、通信装置46を介して処理装置47に入力される。記憶装置48に、処理装置47が実行するプログラム、種々の管理情報が記憶されている。処理装置47は、ショベル30から受信した機体識別情報、種々の運転変数の測定値、現在位置情報、及び記憶装置48に記憶されている管理情報に基づいて、ショベル30の異常判定を行う。異常判定処理において、記憶装置48に記憶されている参照波形等が利用される。異常判定結果が、表示装置49に出力される。さらに、処理装置47は、機体識別情報、現在位置情報、及び異常判定結果情報を、通信装置46から通信回線40を経由して、ショベルの状態表示装置50に送信する。
The management device 45 includes a communication device 46, a processing device 47, a storage device 48, and a display device 49. Various information transmitted from the shovel 30 via the communication line 40 is input to the processing device 47 via the communication device 46. The storage device 48 stores a program executed by the processing device 47 and various management information. The processing device 47 performs abnormality determination of the excavator 30 based on the machine body identification information received from the excavator 30, measured values of various operating variables, current position information, and management information stored in the storage device 48. In the abnormality determination process, a reference waveform or the like stored in the storage device 48 is used. The abnormality determination result is output to the display device 49. Further, the processing device 47 transmits the machine body identification information, the current position information, and the abnormality determination result information from the communication device 46 to the excavator state display device 50 via the communication line 40.
ショベルの状態表示装置50は、送受信回路51、処理装置52、記憶装置53、表示装置54、及び入力装置55を含む。ショベルの状態表示装置50には、例えばタッチパネル式のタブレット端末が用いられる。この場合には、表示装置54が入力装置55としても機能する。
The excavator status display device 50 includes a transmission / reception circuit 51, a processing device 52, a storage device 53, a display device 54, and an input device 55. As the excavator status display device 50, for example, a touch panel type tablet terminal is used. In this case, the display device 54 also functions as the input device 55.
図2に、実施例による異常判定方法の準備段階のフローチャートを示す。準備段階では、異常判定方法で用いられる参照波形の収集、及び参照波形に付随する種々の数値が算出される。
FIG. 2 shows a flowchart of a preparation stage of the abnormality determination method according to the embodiment. In the preparation stage, collection of reference waveforms used in the abnormality determination method and various numerical values associated with the reference waveforms are calculated.
ステップSA1において、正常な状態のショベル30(図1)の既定動作中に、ショベル30で測定された着目物理量を取得する。具体的には、ショベル30(図1)で検出された着目物理量の検出値が、通信回線40を経由して管理装置45に送信される。既定動作は、ショベルの運転中の種々の動作から選択された一つの動作を意味する。
In step SA1, the physical quantity of interest measured by the shovel 30 is acquired during the default operation of the shovel 30 in the normal state (FIG. 1). Specifically, the detected value of the target physical quantity detected by the excavator 30 (FIG. 1) is transmitted to the management device 45 via the communication line 40. The default operation means one operation selected from various operations during operation of the excavator.
図3を参照して、既定動作について説明する。図3は、ブーム上げ指令パイロット圧、ブーム下げ指令パイロット圧、及びエンジン回転数の時間変化の一例を示す。時刻t1において、運転キーがオンにされると、エンジンが回転し始める。このときのエンジン回転数は、例えば約1000rpmである。時刻t2において、オペレータがエンジン回転数を1200rpmに設定すると、エンジン回転数が約1200rpmまで上昇する。
The default operation will be described with reference to FIG. FIG. 3 shows an example of temporal changes in the boom raising command pilot pressure, the boom lowering command pilot pressure, and the engine speed. When the operation key is turned on at time t1, the engine starts to rotate. The engine speed at this time is about 1000 rpm, for example. When the operator sets the engine speed to 1200 rpm at time t2, the engine speed increases to about 1200 rpm.
時刻t3において、オペレータがブーム上げの操作を行うと、ブーム上げ指令パイロット圧が発生する。時刻t4において操作が停止されると、ブーム上げ指令パイロット圧が初期値に戻る。このとき、エンジン回転数は、例えば1200rpmに維持される。時刻t5において、オペレータがブーム下げの操作を行うと、ブーム下げ指令パイロット圧が発生する。時刻t6において操作が停止されると、ブーム下げ指令パイロット圧が初期値に戻る。時刻t4とt5との間に、エンジン回転数が約1800rpmまで上昇する。エンジン回転数は、ショベルの運転状況に応じて自動調整される。
When the operator performs a boom raising operation at time t3, a boom raising command pilot pressure is generated. When the operation is stopped at time t4, the boom raising command pilot pressure returns to the initial value. At this time, the engine speed is maintained at 1200 rpm, for example. When the operator performs a boom lowering operation at time t5, a boom lowering command pilot pressure is generated. When the operation is stopped at time t6, the boom lowering command pilot pressure returns to the initial value. Between times t4 and t5, the engine speed increases to about 1800 rpm. The engine speed is automatically adjusted according to the operating condition of the excavator.
時刻t1からt2までのアイドリング動作、時刻t3からt4までのブーム上げ動作、及び時刻t5からt6までのブーム下げ動作のうち1つの動作が既定動作として選択される。なお、その他に、油圧リリーフ動作、旋回動作、前進動作、後退動作等を既定動作として選択してもよい。
One of the idling operation from time t1 to t2, the boom raising operation from time t3 to t4, and the boom lowering operation from time t5 to t6 is selected as the default operation. In addition, a hydraulic relief operation, a turning operation, a forward operation, a backward operation, and the like may be selected as the default operation.
着目物理量として、例えばエンジン回転数が採用される。その他に、ショベルの動作に応じて変動する他の物理量に着目してもよい。例えば、着目物理量として、油圧ポンプ圧力、ショベルの前進、後退、旋回等を制御する作動圧、ブーム等を制御するための油圧シリンダの作動圧を採用してもよい。
As the physical quantity of interest, for example, the engine speed is adopted. In addition, you may pay attention to the other physical quantity which changes according to the operation of the excavator. For example, as the physical quantity of interest, a hydraulic pump pressure, an operating pressure for controlling the excavator forward, backward, turning, etc., an operating pressure for a hydraulic cylinder for controlling a boom or the like may be employed.
ステップSA2(図2)において、着目物理量の時間変化である参照波形を取得する。着目物理量としてエンジン回転数を採用し、既定動作としてアイドリング動作を選択した場合、アイドリング動作中の期間Ta(図3)におけるエンジン回転数の時間変化を、参照波形として取得する。既定動作としてブーム上げ動作、またはブーム下げ動作を選択した場合には、それぞれブーム上げ動作中の期間Tb(図3)またはブーム下げ動作中の期間Tc(図3)におけるエンジン回転数の時間変化を、参照波形として取得する。参照波形を取得する期間の長さは、例えば10秒程度とする。図4Aに、参照波形の一例を示す。
In step SA2 (FIG. 2), a reference waveform that is a time change of the physical quantity of interest is acquired. When the engine speed is adopted as the target physical quantity and the idling operation is selected as the default operation, the temporal change in the engine speed during the period Ta (FIG. 3) during the idling operation is acquired as a reference waveform. When the boom raising operation or the boom lowering operation is selected as the default operation, the engine speed changes over time during the boom raising operation period Tb (FIG. 3) or the boom lowering operation period Tc (FIG. 3), respectively. Obtained as a reference waveform. The length of the period for acquiring the reference waveform is, for example, about 10 seconds. FIG. 4A shows an example of the reference waveform.
ステップSA3(図2)において、1つの参照波形に対して、複数の特徴量を算出する。「特徴量」とは、波形の形状を特徴付ける種々の統計量を意味する。上記実施例では、特徴量として、平均値(以下、特徴量Aという。)、標準偏差(以下、特徴量Bという。)、最大波高値(以下、特徴量Cという。)、ピークの数(以下、特徴量Dという。)、信号非存在時間の最大値(以下、特徴量Eという。)を算出する。
In step SA3 (FIG. 2), a plurality of feature amounts are calculated for one reference waveform. The “feature amount” means various statistics that characterize the shape of the waveform. In the above-described embodiment, as a feature amount, an average value (hereinafter referred to as feature amount A), a standard deviation (hereinafter referred to as feature amount B), a maximum peak value (hereinafter referred to as feature amount C), and the number of peaks ( Hereinafter, the maximum amount of signal non-existing time (hereinafter referred to as feature amount E) is calculated.
図5を参照して、ピークの数(特徴量D)及び信号非存在時間の最大値(特徴量E)について説明する。図5に、参照波形の一例を示す。「ピークの数」は、波形が閾値Pth0を横切る箇所の数と定義される。図5に示した期間においては、交差箇所H1~H4で、波形が閾値Pth0を横切っている。このため、ピークの数は4と算出される。
Referring to FIG. 5, the number of peaks (feature amount D) and the maximum value of signal non-existence time (feature amount E) will be described. FIG. 5 shows an example of the reference waveform. The “number of peaks” is defined as the number of points where the waveform crosses the threshold value Pth0. In the period shown in FIG. 5, the waveform crosses the threshold value Pth0 at the intersections H1 to H4. For this reason, the number of peaks is calculated as four.
波形が閾値Pth1よりも低い区間を信号非存在区間と定義する。図5に示した例では、信号非存在区間T1~T4が現れている。「信号非存在時間の最大値」は、複数の信号非存在区間の時間幅のうち最大の時間幅を意味する。図5に示した例では、信号非存在区間T3の時間幅が、信号非存在時間の最大値として採用される。一般的に、波形に周期の長いうねりがあると、信号非存在時間の最大値が大きくなる。
The section where the waveform is lower than the threshold value Pth1 is defined as the section where no signal exists. In the example shown in FIG. 5, signal non-existing sections T1 to T4 appear. “Maximum value of signal non-existing time” means the maximum time width among time widths of a plurality of signal non-existing sections. In the example shown in FIG. 5, the time width of the signal non-existing section T3 is adopted as the maximum value of the signal non-existing time. In general, when the waveform has a long period, the maximum signal non-existence time increases.
図4B及び図4Cに、異常が発生しているときの着目物理量(エンジン回転数)の波形の一例を示す。図4Bに示した波形の標準偏差は、図4Aに示した参照波形の標準偏差より大きい。図4Cに示した波形の信号非存在時間の最大値は、図4Aに示した参照波形の信号非存在時間の最大値よりも大きい。
4B and 4C show examples of the waveform of the physical quantity of interest (engine speed) when an abnormality has occurred. The standard deviation of the waveform shown in FIG. 4B is larger than the standard deviation of the reference waveform shown in FIG. 4A. The maximum value of the signal non-existence time of the waveform shown in FIG. 4C is larger than the maximum value of the signal non-existence time of the reference waveform shown in FIG. 4A.
上記ステップSA1からステップSA3(図2)までを、十分な数の参照波形が取得されるまで繰り返す。
Steps SA1 to SA3 (FIG. 2) are repeated until a sufficient number of reference waveforms are acquired.
十分な数の参照波形が取得されると、ステップSA4(図2)において、参照波形の各々について算出された複数の特徴量について、それらの代表値及び標準偏差を算出する。「代表値」として、例えば平均値、中央値等が採用される。ステップSA5において、参照波形、特徴量、代表値、及び標準偏差を、記憶装置48(図1)に格納する。
When a sufficient number of reference waveforms are acquired, in step SA4 (FIG. 2), representative values and standard deviations of the plurality of feature quantities calculated for each of the reference waveforms are calculated. As the “representative value”, for example, an average value, a median value, or the like is employed. In step SA5, the reference waveform, feature amount, representative value, and standard deviation are stored in the storage device 48 (FIG. 1).
図6Aに、複数の参照波形WF(i)の各々の特徴量A~特徴量E、及び特徴量ごとの代表値と標準偏差の一例を示す。ここで、パラメータiは自然数である。参照波形WF(i)の特徴量A~特徴量Eを、それぞれa(i)~e(i)で表す。特徴量A~特徴量Eの代表値(例えば、平均値)が、それぞれXa~Xeで表されている。特徴量A~特徴量Eの標準偏差が、それぞれσa~σeで表されている。
FIG. 6A shows an example of the feature amount A to feature amount E of each of the plurality of reference waveforms WF (i), and representative values and standard deviations for each feature amount. Here, the parameter i is a natural number. The feature quantity A to feature quantity E of the reference waveform WF (i) are represented by a (i) to e (i), respectively. Representative values (for example, average values) of the feature quantity A to feature quantity E are represented by Xa to Xe, respectively. The standard deviations of the feature amount A to the feature amount E are represented by σa to σe, respectively.
図7に、実施例による異常判定方法のフローチャートを示す。ステップSB1において、評価対象ショベルで既定動作を行っている期間に、評価対象ショベルから着目物理量の検出値の時間変化を取得する。評価対象ショベルから取得された着目物理量の検出値の時間変化を、評価波形ということとする。ここで、既定動作、及び着目物理量は、参照波形を取得したときの既定動作、及び着目物理量と同一である。なお、評価波形を取得するときの既定動作と、参照波形を取得するときの既定動作とは、完全に同一の動作であることまでは必要とされない。例えば、既定動作がブーム上げ動作である場合、ブーム上げ速度及びブームの移動角度等が相違していても、この2つの動作は同一の既定動作であるということができる。動作中の種々のパラメータが完全に同一であることまでは必要としないという意味で、評価波形を取得するときの既定動作と、参照波形を取得するときの既定動作とは、相互に類似した動作であるということもできる。また、評価対象ショベルは、参照波形を取得する対象となったショベルと同一型式のものである。
FIG. 7 shows a flowchart of the abnormality determination method according to the embodiment. In step SB1, the time change of the detected value of the physical quantity of interest is acquired from the evaluation target shovel during the period in which the default operation is performed on the evaluation target shovel. The time change of the detected value of the target physical quantity acquired from the evaluation target shovel is referred to as an evaluation waveform. Here, the default operation and the physical quantity of interest are the same as the default operation and the physical quantity of interest when the reference waveform is acquired. Note that the default operation when acquiring the evaluation waveform and the default operation when acquiring the reference waveform are not required to be completely the same operation. For example, when the default operation is a boom raising operation, it can be said that these two operations are the same default operation even if the boom raising speed and the boom moving angle are different. The default action when acquiring the evaluation waveform and the default action when acquiring the reference waveform are similar to each other in the sense that it is not necessary that the various parameters being operated are completely the same. It can also be said. The evaluation target shovel is of the same type as the excavator from which the reference waveform is acquired.
ステップSB2において、記憶装置48(図1)に記憶されている参照波形と、ステップSB1で取得された評価波形とに基づいて、評価対象ショベルの異常の有無を判定する。異常の有無の判定方法については、後に図8を参照して説明する。ステップSB3において、判定結果を表示装置49(図1)に出力する。
In step SB2, based on the reference waveform stored in the storage device 48 (FIG. 1) and the evaluation waveform acquired in step SB1, it is determined whether there is an abnormality in the evaluation target shovel. A method for determining the presence or absence of abnormality will be described later with reference to FIG. In step SB3, the determination result is output to the display device 49 (FIG. 1).
図8に、図7に示したステップSB2のフローチャートを示す。ステップSB21において、評価波形の複数の特徴量を算出する。図6Bに示すように、評価波形の特徴量A~特徴量Eの算出された値を、それぞれao~eoと表す。
FIG. 8 shows a flowchart of step SB2 shown in FIG. In step SB21, a plurality of feature amounts of the evaluation waveform are calculated. As shown in FIG. 6B, the calculated values of feature quantity A to feature quantity E of the evaluation waveform are represented as ao to eo, respectively.
ステップSB22において、複数の特徴量A~特徴量Eを変数として持つ参照波形を単位空間として、評価波形のマハラノビス距離を算出する。
In step SB22, the Mahalanobis distance of the evaluation waveform is calculated using a reference waveform having a plurality of feature amounts A to E as variables as a unit space.
図9に、評価波形のマハラノビス距離MDの定義式を示す。この定義式において、ao~eo(図6B)は、それぞれ評価波形の特徴量A~特徴量Eの値であり、Xa~Xeは、それぞれ複数の参照波形の特徴量A~特徴量Eの代表値(例えば、平均値)(図6A)であり、σa~σeは、それぞれ複数の参照波形の特徴量A~特徴量Eの標準偏差(図6A)である。r(A,A)~r(E,E)を要素として含む行列は、参照波形の特徴量A~特徴量Eの相関行列である。
FIG. 9 shows a definition formula of the Mahalanobis distance MD of the evaluation waveform. In this definition formula, ao to eo (FIG. 6B) are the values of the feature quantities A to E of the evaluation waveform, respectively, and Xa to Xe are representatives of the feature quantities A to E of the plurality of reference waveforms, respectively. A value (for example, an average value) (FIG. 6A), and σa to σe are standard deviations (FIG. 6A) of feature amounts A to E of a plurality of reference waveforms, respectively. A matrix including r (A, A) to r (E, E) as elements is a correlation matrix of the reference waveform feature quantity A to feature quantity E.
ステップSB23(図8)において、評価波形のマハラノビス距離と判定閾値とを比較する。判定閾値は、予め記憶装置48(図1)に記憶されている。ステップSB24において、マハラノビス距離と判定閾値との比較結果基づいて、評価対象ショベルの異常の有無を判定する。例えば、マハラノビス距離MDが判定閾値以上であると、評価対象ショベルが異常であると判定し、その他の場合には、正常と判定する。評価対象ショベルが異常であると判定されると、ステップSB25において異常種別の候補を特定した後、ステップSB3(図7)を実行する。評価対象ショベルが正常であると判定されると、ステップSB25を実行することなく、ステップSB3(図7)を実行する。
In step SB23 (FIG. 8), the Mahalanobis distance of the evaluation waveform is compared with a determination threshold value. The determination threshold is stored in advance in the storage device 48 (FIG. 1). In step SB24, based on the comparison result between the Mahalanobis distance and the determination threshold, it is determined whether there is an abnormality in the evaluation target shovel. For example, when the Mahalanobis distance MD is greater than or equal to the determination threshold, it is determined that the evaluation excavator is abnormal, and in other cases, it is determined normal. If it is determined that the evaluation target excavator is abnormal, a candidate for an abnormal type is specified in step SB25, and then step SB3 (FIG. 7) is executed. If it is determined that the evaluation excavator is normal, step SB3 (FIG. 7) is executed without executing step SB25.
以下、ステップSB25における異常種別の候補の特定方法の一例について説明する。まず、ショベルが種々の異常の状態における着目物理量の波形、及びその波形の特徴量を、異常種別と関連付けてデータベース化しておく。これらの特徴量を因子として主成分分析を行う。同一の異常状態の波形は、主成分座標系において特定の領域(以下、既知異常集中領域という。)に集中する傾向が見られるであろう。
Hereinafter, an example of a method for identifying an abnormality type candidate in step SB25 will be described. First, the waveform of the physical quantity of interest and the feature quantity of the waveform in various abnormal states of the excavator are stored in a database in association with the abnormality type. Principal component analysis is performed using these features as factors. The waveform of the same abnormal state will tend to concentrate in a specific region (hereinafter referred to as a known abnormal concentration region) in the principal component coordinate system.
主成分座標系における評価波形の特徴量の位置が、ある既知異常集中領域に含まれる場合、評価対象ショベルに、当該既知異常が発生していると推定することができる。
When the position of the feature amount of the evaluation waveform in the principal component coordinate system is included in a certain known abnormal concentration region, it can be estimated that the known abnormality has occurred in the evaluation target shovel.
例えば、図4Bに示した波形は、その標準偏差が大きいことが一つの要因となって、マハラノビス距離が大きくなる。また、図4Cに示した波形は、信号非存在時間の最大値が大きいことが一つの要因となって、マハラノビス距離が大きくなる。このため、図4B、図4Cに示した波形が取得された評価対象ショベルは、異常であると判定される。
For example, in the waveform shown in FIG. 4B, the Mahalanobis distance increases due to the large standard deviation as one factor. In the waveform shown in FIG. 4C, the Mahalanobis distance increases due to the fact that the maximum value of the signal non-existing time is large. For this reason, it is determined that the evaluation object excavator from which the waveforms illustrated in FIGS. 4B and 4C are acquired is abnormal.
これに対し、図4B、図4Cに示した波形の積分値または平均値は、図4Aに示した波形の積分値または平均値とほぼ等しい。従って、波形の積分値や平均値に基づいて異常の有無の判定を行う場合には、図4B、図4Cの波形が取得された評価対象ショベルを、正常と判定してしまう場合がある。実施例による異常判定方法では、図4B、図4Cに示した波形が取得された評価対象ショベルを、異常と判定することができる。
On the other hand, the integrated value or average value of the waveform shown in FIGS. 4B and 4C is substantially equal to the integrated value or average value of the waveform shown in FIG. 4A. Therefore, when the presence or absence of abnormality is determined based on the integrated value or average value of the waveform, the evaluation object shovel from which the waveforms of FIGS. 4B and 4C are acquired may be determined to be normal. In the abnormality determination method according to the embodiment, the evaluation object excavator from which the waveforms illustrated in FIGS. 4B and 4C are acquired can be determined to be abnormal.
次に、図10~図12を参照して、他の実施例による異常判定方法について説明する。以下、図1~図9に示した実施例との相違点について説明し、同一の構成については説明を省略する。図10~図12に示した実施例による異常判定方法は、図7に示した実施例による異常判定方法のステップSB2を、図10に示したフローチャートに変更したものである。
Next, an abnormality determination method according to another embodiment will be described with reference to FIGS. Hereinafter, differences from the embodiment shown in FIGS. 1 to 9 will be described, and description of the same configuration will be omitted. The abnormality determination method according to the embodiment shown in FIGS. 10 to 12 is obtained by changing step SB2 of the abnormality determination method according to the embodiment shown in FIG. 7 to the flowchart shown in FIG.
図10に、本実施例による異常判定方法のステップSB2のフローチャートを示す。ステップSB21において、評価波形の特徴量を算出する。この工程は、図8に示した実施例のステップSB21と同一である。ステップSB221において、参照波形の各々の複数の特徴量を要素とする参照ベクトルを、特徴量のそれぞれについて平均が0になり、標準偏差が1になるように規格化する。規格化された複数の参照ベクトル(規格化参照ベクトル)の平均ベクトルはゼロベクトルになる。図6Aに示した例において、参照波形WF(i)の規格化した特徴量Aは、(a(i)-Xa)/σaで表される。
FIG. 10 shows a flowchart of step SB2 of the abnormality determination method according to this embodiment. In step SB21, the feature amount of the evaluation waveform is calculated. This step is the same as step SB21 in the embodiment shown in FIG. In step SB221, a reference vector having a plurality of feature quantities of each reference waveform as an element is normalized so that the average becomes 0 and the standard deviation becomes 1 for each feature quantity. An average vector of a plurality of standardized reference vectors (standardized reference vectors) is a zero vector. In the example shown in FIG. 6A, the standardized feature quantity A of the reference waveform WF (i) is represented by (a (i) −Xa) / σa.
図11に、複数の規格化参照ベクトルの一例を示す。図11では、規格化参照ベクトルを、特徴量A及び特徴量Bの2つの要素を持つ2次元ベクトルとして表している。規格化参照ベクトルの先端を中空の丸記号で示す。規格化参照ベクトルの平均ベクトルがゼロベクトルであり、各特徴量の標準偏差が1であるたるため、規格化参照ベクトルは、原点の近傍の円形の領域70内に分布する。領域70を、「参照領域」ということとする。
FIG. 11 shows an example of a plurality of standardized reference vectors. In FIG. 11, the standardized reference vector is represented as a two-dimensional vector having two elements, a feature quantity A and a feature quantity B. The tip of the normalized reference vector is indicated by a hollow circle symbol. Since the average vector of the standardized reference vectors is a zero vector and the standard deviation of each feature quantity is 1, the standardized reference vectors are distributed in a circular area 70 near the origin. The area 70 is referred to as a “reference area”.
ステップSB222(図10)において、評価波形の特徴量を要素とする評価ベクトルを、参照波形WF(i)の特徴量の平均値及び標準偏差を用いて規格化し、規格化評価ベクトルを生成する。この規格化評価ベクトルと、規格化参照ベクトルの平均ベクトル(すなわち、ゼロベクトル)とを対比する。図11に、規格化評価ベクトル71の一例を示す。図11に示した例では、規格化評価ベクトル71が、参照領域70から大きく外れている。
In step SB222 (FIG. 10), the evaluation vector having the feature quantity of the evaluation waveform as an element is normalized using the average value and the standard deviation of the feature quantity of the reference waveform WF (i) to generate a standardized evaluation vector. The standardized evaluation vector is compared with the average vector of the standardized reference vectors (that is, the zero vector). FIG. 11 shows an example of the standardized evaluation vector 71. In the example shown in FIG. 11, the standardized evaluation vector 71 is greatly deviated from the reference area 70.
ステップSB223において、規格化参照ベクトルの平均ベクトル(ゼロベクトル)と、規格化評価ベクトル71(図11)との対比結果に基づいて、評価対象ショベルの異常の有無を判定する。一例として、規格化評価ベクトル71(図11)が、参照領域70(図11)の内側に位置する場合には、評価対象ショベルは正常であると判定し、外側に位置する場合には、評価対象ショベルは異常であると判定する。平均ベクトルと規格化評価ベクトル71との類似度(ユークリッド距離、マンハッタン距離等)に基づいて、評価対象ショベルの異常の有無を判定してもよい。
In step SB223, based on the comparison result between the average vector (zero vector) of the standardized reference vectors and the standardized evaluation vector 71 (FIG. 11), it is determined whether there is an abnormality in the evaluation target shovel. As an example, if the standardized evaluation vector 71 (FIG. 11) is located inside the reference area 70 (FIG. 11), it is determined that the evaluation target shovel is normal, and if it is located outside, the evaluation is performed. It is determined that the target excavator is abnormal. Based on the similarity between the average vector and the normalized evaluation vector 71 (Euclidean distance, Manhattan distance, etc.), the presence or absence of an abnormality in the evaluation target shovel may be determined.
ステップSB223で異常と判定された場合には、ステップSB224において、異常種別の候補を特定する。その後、ステップSB3(図7)において、判定結果を出力する。ステップSB223で正常と判定された場合には、異常種別の候補を特定することなく、ステップSB3(図7)において、判定結果を出力する。
If it is determined in step SB223 that there is an abnormality, in step SB224, an abnormality type candidate is specified. Thereafter, in step SB3 (FIG. 7), the determination result is output. If it is determined to be normal in step SB223, the determination result is output in step SB3 (FIG. 7) without specifying an abnormal type candidate.
図12を参照して、ステップSB224(図10)において異常種別の候補を特定する方法の一例について説明する。
With reference to FIG. 12, an example of a method for specifying a candidate for an abnormality type in step SB224 (FIG. 10) will be described.
予め、異常種別が判明しているショベルから取得された着目物理量の時間変化に基づいて、特徴量を算出し、異常時ベクトルを取得しておく。異常種別が同一の複数の異常時ベクトルは、特定の領域に密集する傾向がある。
In advance, a feature amount is calculated based on a temporal change in the physical quantity of interest acquired from an excavator whose abnormality type is known, and an abnormal vector is acquired. A plurality of abnormal vectors having the same abnormality type tend to be concentrated in a specific area.
図12に、規格化異常時ベクトル、及び規格化評価ベクトルの一例を示す。ある異常種別Xの異常が発生しているショベルから取得された規格化異常時ベクトルは、特定の領域(X異常領域)80に密集し、他の異常種別Yの異常が発生しているショベルから取得された規格化異常時ベクトルは、他の特定の領域(Y異常領域)82に密集している。X異常領域80に密集する規格化異常時ベクトルのベクトル平均を求め、X異常時平均ベクトル81を決定する。同様に、Y異常領域82に密集する規格化異常時ベクトルのベクトル平均を求め、Y異常時平均ベクトル83を決定する。
FIG. 12 shows an example of a normalization abnormality vector and a standardization evaluation vector. Normalized abnormality vectors acquired from an excavator in which an abnormality of an abnormality type X has occurred are concentrated in a specific area (X abnormality area) 80, and from an excavator in which an abnormality of another abnormality type Y has occurred. The acquired normalized abnormality vectors are concentrated in another specific area (Y abnormal area) 82. A vector average of normalized abnormal vectors concentrated in the X abnormal region 80 is obtained, and an X abnormal average vector 81 is determined. Similarly, a vector average of normalized abnormal vectors that are concentrated in the Y abnormal region 82 is obtained, and a Y abnormal average vector 83 is determined.
X異常時平均ベクトル81及びY異常時平均ベクトル83は、予め求められており、記憶装置48(図1)に記憶されている。異常種別X及び異常種別Yのいずれとも異なる種々の異常種別に対応する異常時の平均ベクトルも、予め求められており、記憶装置48(図1)に記憶されている。
The X abnormal time average vector 81 and the Y abnormal average vector 83 are obtained in advance and stored in the storage device 48 (FIG. 1). An average vector at the time of abnormality corresponding to various abnormality types different from both the abnormality type X and the abnormality type Y is also obtained in advance and stored in the storage device 48 (FIG. 1).
規格化評価ベクトル84、85と、種々の異常時平均ベクトルとを比較する。規格化評価ベクトルと異常時平均ベクトルとの差が小さい場合、当該異常時平均ベクトルに対応する異常が発生していると推定される。図12に示した例では、規格化評価ベクトル85とX異常時平均ベクトル81との差が小さい。このため、規格化評価ベクトル85が取得された評価対象ショベルには、異常種別Xの異常が発生していると推定される。
Standardized evaluation vectors 84 and 85 are compared with various abnormal average vectors. When the difference between the standardized evaluation vector and the abnormal average vector is small, it is estimated that an abnormality corresponding to the abnormal average vector has occurred. In the example shown in FIG. 12, the difference between the normalized evaluation vector 85 and the X abnormal time average vector 81 is small. For this reason, it is estimated that an abnormality of abnormality type X has occurred in the evaluation object shovel from which the standardized evaluation vector 85 has been acquired.
規格化評価ベクトル84は、いずれの異常時平均ベクトルからも離れている。規格化評価ベクトル84が取得された評価対象ショベルには、未知の異常が発生していると推定される。また、規格化評価ベクトル84、85の長さに基づいて、異常判定結果の重要度が判断される。規格化評価ベクトル84、85が長くなるほど、該当の異常の重要度が高くなる。
The standardized evaluation vector 84 is far from any abnormal average vector. It is estimated that an unknown abnormality has occurred in the evaluation target shovel from which the standardized evaluation vector 84 has been acquired. Further, the importance of the abnormality determination result is determined based on the lengths of the standardized evaluation vectors 84 and 85. The longer the standardized evaluation vectors 84 and 85, the higher the importance of the corresponding abnormality.
図10~図12に示した実施例においても、図1~図9に示した実施例と同様に、着目物理量の短時間の時間変化の異常を検出することができる。
In the embodiments shown in FIGS. 10 to 12 as well, in the same manner as the embodiments shown in FIGS. 1 to 9, it is possible to detect an abnormality in a short time change of the physical quantity of interest.
次に、図13を参照して、さらに他の実施例による異常判定方法について説明する。以下、図10~図12に示した実施例との相違点について説明し、同一の構成については説明を省略する。図13に示した実施例と、図10~図12に示した実施例とでは、ステップSB224(図10)における異常種別の候補を特定する処理が異なり、その他の処理は同一である。
Next, an abnormality determination method according to another embodiment will be described with reference to FIG. Hereinafter, differences from the embodiment shown in FIGS. 10 to 12 will be described, and description of the same configuration will be omitted. The example shown in FIG. 13 differs from the example shown in FIGS. 10 to 12 in the process of specifying the abnormality type candidate in step SB224 (FIG. 10), and the other processes are the same.
図12に示した実施例では、X異常領域80、及びY異常領域82の外形が、ほぼ円形であった。実際には、図13に示したように、X異常領域80、Z異常領域90等が、原点を通過する直線に沿った長い外形を有する場合がある。このような場合に、2つの規格化評価ベクトル86、87の異常種別の候補を特定する例について説明する。
In the embodiment shown in FIG. 12, the outer shapes of the X abnormal region 80 and the Y abnormal region 82 are almost circular. Actually, as shown in FIG. 13, the X abnormal region 80, the Z abnormal region 90, etc. may have a long outer shape along a straight line passing through the origin. In such a case, an example in which candidates for abnormal types of the two standardized evaluation vectors 86 and 87 are specified will be described.
図13に示した実施例においては、X異常時平均ベクトル81、及びZ異常時平均ベクトル88の長さを1としたX異常時単位ベクトル81u及びZ異常時単位ベクトル88uが、記憶装置48(図1)に格納されている。同様に、他の異常種別についても、異常時平均ベクトルの長さを1とした異常時単位ベクトルが、記憶装置48に格納されている。これらの異常時単位ベクトルと、規格化評価ベクトル86、87とを比較することにより、異常種別の候補が特定される。
In the embodiment shown in FIG. 13, the X abnormal time unit vector 81u and the Z abnormal time unit vector 88u, where the lengths of the X abnormal time average vector 81 and the Z abnormal time average vector 88 are 1, are stored in the storage device 48 ( 1). Similarly, for other abnormal types, an abnormal unit vector in which the length of the abnormal average vector is 1 is stored in the storage device 48. By comparing these abnormal time unit vectors with the standardized evaluation vectors 86 and 87, candidates for abnormal types are specified.
具体的には、X異常時単位ベクトル81uと、規格化評価ベクトル86、87との成す角度を求める。この角度が判定閾値より小さい場合、評価対象のショベルに発生している異常の候補として異常種別Xが挙げられる。図13に示した例では、規格化評価ベクトル86とX異常時単位ベクトル81uとのなす角度が、判定閾値より小さい。このため、規格化評価ベクトル86に対応する評価波形が取得されたショベルに異常種別Xの異常が発生していると推定される。これに対し、他方の規格化評価ベクトル87とX異常時単位ベクトル81uとのなす角度は、判定閾値より大きい。このため、規格化評価ベクトル87に対応する評価波形が取得されたショベルには、異常種別X以外の異常が発生していると推定される。
Specifically, an angle formed by the unit vector 81u at the time of X abnormality and the standardized evaluation vectors 86 and 87 is obtained. When this angle is smaller than the determination threshold, an abnormality type X is cited as a candidate for an abnormality occurring in the shovel to be evaluated. In the example shown in FIG. 13, the angle formed by the normalized evaluation vector 86 and the X abnormality time unit vector 81u is smaller than the determination threshold. For this reason, it is estimated that an abnormality of abnormality type X has occurred in the excavator from which the evaluation waveform corresponding to the standardized evaluation vector 86 has been acquired. On the other hand, the angle formed by the other normalized evaluation vector 87 and the X abnormality time unit vector 81u is larger than the determination threshold. For this reason, it is estimated that an abnormality other than the abnormality type X has occurred in the excavator from which the evaluation waveform corresponding to the standardized evaluation vector 87 has been acquired.
次に、図13に示した実施例を採用することの効果について説明する。一例として、X異常領域80及びZ異常領域90に、それぞれ異常種別Xの規格化異常ベクトル及び異常種別Zの規格化異常ベクトルが分布している。X異常時平均ベクトル81と規格化評価ベクトル86との差分ベクトルの長さD1と、X異常時平均ベクトル81と他方の規格化評価ベクトル87との差分ベクトルの長さD2とが、ほぼ等しい。規格化評価ベクトル87とZ異常時平均ベクトル88との差分ベクトルの長さD3は、長さD1より長い。規格化評価ベクトル87とZ異常時平均ベクトル88とのなす角度は、判定閾値より小さい。
Next, the effect of adopting the embodiment shown in FIG. 13 will be described. As an example, a normalized abnormality vector of abnormality type X and a normalized abnormality vector of abnormality type Z are distributed in the X abnormality region 80 and the Z abnormality region 90, respectively. The length D1 of the difference vector between the X-abnormal average vector 81 and the normalized evaluation vector 86 is substantially equal to the difference vector length D2 between the X-abnormal average vector 81 and the other normalized evaluation vector 87. The length D3 of the difference vector between the normalized evaluation vector 87 and the Z abnormal average vector 88 is longer than the length D1. The angle formed by the normalized evaluation vector 87 and the Z abnormal time average vector 88 is smaller than the determination threshold.
評価対象である規格化評価ベクトルと、種々の異常時平均ベクトルとの差分ベクトルの長さのみに基づいて異常種別の候補を特定する方法では、規格化評価ベクトル87の異常種別の候補として、異常種別Xが抽出される。種々の異常データを解析したところ、規格化評価ベクトル87は、異常種別Xとはほぼ無関係であり、異常種別Zが発生する予兆を示している場合が多いことがわかった。
In the method of specifying an abnormal type candidate based only on the length of the difference vector between the standardized evaluation vector to be evaluated and various average vectors at the time of abnormality, the abnormal type candidate of the standardized evaluation vector 87 is abnormal. Type X is extracted. As a result of analyzing various abnormal data, it has been found that the normalized evaluation vector 87 is almost unrelated to the abnormal type X and often indicates a sign that the abnormal type Z will occur.
図13に示した実施例では、規格化評価ベクトル87と、種々の異常時単位ベクトルとのなす角度に基づいて、異常種別の候補が抽出される。図13に示した例では、規格化評価ベクトル87とX異常時単位ベクトル81uとのなす角度より、規格化評価ベクトル87とZ異常時単位ベクトル88uとのなす角度の方が小さい。このため、規格化評価ベクトル87の異常種別として、異常種別Zが抽出される。このように、図13に示した実施例では、異常種別の候補の抽出精度を高めることができる。
In the embodiment shown in FIG. 13, a candidate for an abnormality type is extracted based on an angle formed by the standardized evaluation vector 87 and various abnormality unit vectors. In the example shown in FIG. 13, the angle formed between the standardized evaluation vector 87 and the Z abnormal time unit vector 88u is smaller than the angle formed between the standardized evaluation vector 87 and the X abnormal time unit vector 81u. Therefore, the abnormality type Z is extracted as the abnormality type of the standardized evaluation vector 87. As described above, in the embodiment shown in FIG. 13, it is possible to improve the extraction accuracy of the abnormal type candidates.
異常種別の候補を抽出した後、Z異常時平均ベクトル88の長さに対する規格化評価ベクトル87の長さの比に基づいて、異常の程度を推定することが可能である。両者の比が小さい場合には、異常の程度が低く、両者の比が大きい場合には、異常の程度が高いと推定することができる。さらに、異常の程度を推定する際に、異常時単位ベクトル81u、88uを用いてもよい。
After extracting the abnormal type candidates, it is possible to estimate the degree of abnormality based on the ratio of the length of the normalized evaluation vector 87 to the length of the average vector 88 at the time of Z abnormality. When the ratio between the two is small, the degree of abnormality is low, and when the ratio between the two is large, it can be estimated that the degree of abnormality is high. Furthermore, the abnormal unit vectors 81u and 88u may be used when estimating the degree of abnormality.
次に、図14~図20を参照して、ショベルの状態表示装置50(図1)の処理に関する実施例について説明する。この実施例では、図2~図13を参照して説明した実施例で算出される異常の程度(重要度)に関する情報が、ショベルの状態表示装置50に表示される。
Next, an embodiment relating to the processing of the excavator status display device 50 (FIG. 1) will be described with reference to FIGS. In this embodiment, information on the degree of abnormality (importance) calculated in the embodiment described with reference to FIGS. 2 to 13 is displayed on the excavator status display device 50.
図14に、異常判定結果情報の一例を示す。異常判定結果情報は、異常種別、件名、異常部位、異常部品、対策、及び異常の重要度を含む。異常種別は、対象のショベル30に発生していると推定される異常を特定する識別符号である。異常の重要度は、例えば「重度」、「中度」、「軽度」、及び「正常」の4段階で表される。一例として、エンジン停止につながる異常が「重度」に分類され、エンジンの著しい性能低下につながる異常が「中度」に分類され、バックアップ機能により稼働を継続することが可能な異常が「軽度」に分類される。異常が発生していない状態が「正常」に分類される。「重度」の異常には、例えばエンジンコントローラ異常等が含まれる。「中度」の異常には、燃料漏れ、燃料詰まり、エンジンハーネス断線等が含まれる。「軽度」の異常には、温度センサ異常、ブースト圧センサ異常等が含まれる。
FIG. 14 shows an example of abnormality determination result information. The abnormality determination result information includes an abnormality type, a subject, an abnormal part, an abnormal part, a countermeasure, and an importance of the abnormality. The abnormality type is an identification code that identifies an abnormality that is estimated to have occurred in the target excavator 30. The degree of importance of the abnormality is represented by, for example, four levels of “severe”, “medium”, “mild”, and “normal”. As an example, abnormalities that lead to engine shutdown are classified as "severe", abnormalities that lead to significant engine performance degradation are classified as "medium", and abnormalities that can continue to operate with the backup function are classified as "minor" being classified. A state in which no abnormality has occurred is classified as “normal”. The “severe” abnormality includes, for example, an engine controller abnormality. “Medium” abnormalities include fuel leakage, fuel clogging, engine harness disconnection, and the like. “Mild” abnormality includes temperature sensor abnormality, boost pressure sensor abnormality, and the like.
図15に、ショベルの状態表示装置50(図01)の処理装置52が実行する処理のフローチャートを示す。ショベルの状態表示プログラムが起動されると、ステップSC1において、処理装置52は、管理装置45(図01)から、送受信回路51を介して、管理対象である複数のショベル30の各々の機体識別情報、ショベル30の各々の現在位置情報、及びショベル30の各々の異常判定結果情報(図14)を受信する。
FIG. 15 shows a flowchart of processing executed by the processing device 52 of the excavator status display device 50 (FIG. 01). When the excavator status display program is activated, in step SC1, the processing device 52 sends the machine identification information of each of the plurality of excavators 30 to be managed from the management device 45 (FIG. 01) via the transmission / reception circuit 51. The current position information of each of the excavators 30 and the abnormality determination result information (FIG. 14) of each of the excavators 30 are received.
ステップSC2において、処理装置52(図01)は、管理装置45(図01)から受信した複数のショベル30の現在位置情報に基づいて、表示装置54(図01)に表示すべき地図の範囲を決定する。例えば、表示される地図が、管理対象のすべてのショベル30の現在位置を包含するように、地図の縮尺を決定する。なお、管理対象の少なくとも1つのショベル30の現在位置を包含するように、表示すべき地図の範囲を決定してもよい。
In step SC2, the processing device 52 (FIG. 01) determines the range of the map to be displayed on the display device 54 (FIG. 01) based on the current position information of the plurality of excavators 30 received from the management device 45 (FIG. 01). decide. For example, the scale of the map is determined so that the displayed map includes the current positions of all the shovels 30 to be managed. Note that the range of the map to be displayed may be determined so as to include the current position of at least one excavator 30 to be managed.
ステップSC3において、ショベルの状態表示装置50の表示装置54(図01)に、ステップSC2で決定された範囲の地図を表示する。さらに、表示された地図上の、管理対象のショベル30の現在位置に対応する箇所に、ショベルのアイコンを表示する。ショベルのアイコンは、異常判定結果情報に基づく異常判定結果の重要度が識別可能な態様で表示される。
In step SC3, the map of the range determined in step SC2 is displayed on the display device 54 (FIG. 01) of the excavator status display device 50. Further, an excavator icon is displayed at a location on the displayed map corresponding to the current position of the excavator 30 to be managed. The icon of the excavator is displayed in a manner in which the importance of the abnormality determination result based on the abnormality determination result information can be identified.
図16に、ショベルの状態表示装置50(図01)の表示装置54に表示された画像の一例を示す。表示画面に、地図表示領域60、アイコン説明領域61、及びショベル情報表示領域62が確保されている。地図表示領域60に、地図が表示され、ショベルの現在位置に対応する箇所にショベルのアイコン63が表示される。ショベルのアイコン63は、ショベルの外形に対応した平面形状を有し、ショベルに発生していると推定される異常の重要度に応じて色分けされて表示される。例えば、重要度が「重度」、「中度」、「軽度」、及び「正常」のショベルのアイコン63は、それぞれ赤色、桃色、黄色、及び青色に色分けされる。アイコン説明領域61に、ショベルのアイコンの色と、重要度との対応関係が表示される。
FIG. 16 shows an example of an image displayed on the display device 54 of the excavator status display device 50 (FIG. 01). A map display area 60, an icon explanation area 61, and an excavator information display area 62 are secured on the display screen. A map is displayed in the map display area 60, and an excavator icon 63 is displayed at a location corresponding to the current position of the excavator. The excavator icon 63 has a planar shape corresponding to the outer shape of the excavator, and is displayed by being color-coded according to the importance of the abnormality estimated to have occurred in the excavator. For example, the excavator icons 63 whose importance levels are “severe”, “medium”, “mild”, and “normal” are color-coded into red, pink, yellow, and blue, respectively. In the icon explanation area 61, the correspondence between the color of the shovel icon and the importance is displayed.
異常判定結果の重要度を識別可能にするために、ショベルのアイコンを、色分け以外の態様で表示してもよい。例えば、アイコンを構成する線の太さを異ならせてもよいし、アイコンの大きさを異ならせてもよい。または、異常判定結果が「重度」のショベルのアイコンを点滅させてもよい。
In order to make it possible to identify the importance of the abnormality determination result, the excavator icon may be displayed in a mode other than color coding. For example, the thickness of the lines that make up the icon may be varied, or the size of the icon may be varied. Alternatively, the icon of the shovel whose abnormality determination result is “severe” may be blinked.
ショベル情報表示領域62に、ショベルの情報が表形式で表示される。例えば、ショベルの情報は、ショベルの型式、機体番号、所在地、アワメータの値、及び異常の重要度が含まれる。さらに、ショベルの機体番号ごとに、詳細情報にリンクするためのボタンが表示される。このボタンがタップ等により選択されると、選択されたボタンに対応する機体番号のショベルの詳細情報が表示される。詳細情報には、図14に示した異常種別、件名、異常部位、異常部品、及び対策に関する情報が含まれる。
The excavator information is displayed in a tabular format in the excavator information display area 62. For example, the excavator information includes the excavator type, the machine number, the location, the hour meter value, and the importance of the abnormality. In addition, a button for linking to detailed information is displayed for each excavator machine number. When this button is selected by tapping or the like, detailed information of the excavator with the machine number corresponding to the selected button is displayed. The detailed information includes information on the abnormality type, subject, abnormal part, abnormal part, and countermeasure shown in FIG.
保守管理要員は、ショベルの状態表示装置50(図01)に表示された情報により、管理対象のショベルの分布、及び異常が発生していると推定されるショベルの現在位置を容易に認識することができる。
Maintenance managers can easily recognize the distribution of shovels to be managed and the current position of the shovel that is estimated to be abnormal based on the information displayed on the shovel status display device 50 (FIG. 01). Can do.
図17Aに、地図表示領域60に表示された画像の他の例を示す。図17Aに示した例では、1つのショベルのアイコン63Aに、吹き出し64が付与されている。吹き出し64内に示された数値は、1つのショベルのアイコン63Aが表示された箇所に存在するショベルの台数を表している。図17Aは、ショベルのアイコン63Aが表示されている地図上の場所に、3台のショベルが存在することを意味している。
FIG. 17A shows another example of the image displayed in the map display area 60. In the example shown in FIG. 17A, a balloon 64 is given to one shovel icon 63A. The numerical value shown in the balloon 64 represents the number of excavators existing at the location where one excavator icon 63A is displayed. FIG. 17A means that there are three excavators at a location on the map where the excavator icon 63A is displayed.
地図上の、ある狭い区画内に複数のショベルが存在する場合、すべてのショベルのアイコンを表示すると、アイコンが重なってショベルの台数や、重要度を認識することが困難になる。図17Aに示した例では、狭い区画内に存在する複数のショベルのうち、異常の重要度が最も高いショベルのアイコンが表示され、他のショベルのアイコンの表示が省略されている。他のショベルのアイコンが表示されなくても、異常の重要度が最も高いショベルのアイコンが表示されるため、保守管理要員に対する注意を喚起することが可能である。また、吹き出し64で示された数字により、ショベルの台数を容易に把握することができる。
If there are multiple excavators in a narrow area on the map, displaying all the excavator icons makes it difficult to recognize the number and importance of the excavators. In the example shown in FIG. 17A, among the plurality of excavators existing in the narrow section, the icon of the excavator with the highest degree of abnormality is displayed, and the display of the icons of the other excavators is omitted. Even if no other shovel icon is displayed, the shovel icon with the highest degree of importance of the abnormality is displayed, so that it is possible to call attention to maintenance personnel. Further, the number of shovels can be easily grasped by the numbers indicated by the balloons 64.
吹き出し64が付されているショベルのアイコン63Aがタップされると、ショベルのアイコン63Aが表示されている場所を中心として、地図が拡大表示される。
When the excavator icon 63A with the balloon 64 is tapped, the map is enlarged and displayed around the place where the excavator icon 63A is displayed.
図17Bに、ショベルのアイコン63A(図17A)がタップされた後に、地図表示領域60に表示された画像を示す。図17Aの状態では表示されていなかった2台のショベルのアイコン63B、63Cが表示される。このように、図17Aの状態では表示されていなかったショベルのアイコンを、容易に表示させることができる。これにより、保守管理要員は、すべてのショベルの現在位置及び異常の重要度を認識することができる。
FIG. 17B shows an image displayed in the map display area 60 after the excavator icon 63A (FIG. 17A) is tapped. Icons of two excavators 63B and 63C that are not displayed in the state of FIG. 17A are displayed. Thus, the shovel icon that was not displayed in the state of FIG. 17A can be easily displayed. Thereby, the maintenance manager can recognize the current positions of all the excavators and the importance of the abnormality.
図17Aでは、異常判定結果の重要度の最も高いショベル以外のアイコンの表示を省略したことにより、異常判定結果の重要度の最も高いショベルを、他のショベルに対して容易に識別することが可能である。異常判定結果の重要度の最も高いショベルを、他のショベルに対して容易に識別可能な他の態様でアイコンを表示してもよい。例えば、重要度の低いショベルのアイコンが相対的に下層に配置され、重要度の高いショベルのアイコンが相対的に上層に配置されるように、複数のアイコンを重ねて表示してもよい。
In FIG. 17A, by omitting the display of icons other than the shovel having the highest importance of the abnormality determination result, it is possible to easily identify the shovel having the highest importance of the abnormality determination result from other shovels. It is. You may display an icon in the other aspect which can identify easily the excavator with the highest importance of an abnormality determination result with respect to another shovel. For example, a plurality of icons may be displayed in an overlapping manner so that a shovel icon with a low importance level is arranged in a lower layer and a shovel icon with a high importance level is arranged in a relatively upper layer.
図18に、図17Aの状態よりも地図の縮尺を小さくした場合に、地図表示領域60に表示される画像を示す。地図の縮尺が小さくなると、表示画面上において同一の範囲内に存在するショベルの台数が増加する。図17Aに示したショベルのアイコン63Aと、それに最も近い位置のアイコンとが、小縮尺の地図において、アイコンをまとめて表示すべき同一の区画内に存在することになる。この場合、図18に示した例では、ショベルのアイコン63Aに付された吹き出し64内の数値が、「3」から「4」に増加している。同様に、地図内の他の場所においても、図17Aでは個別に表示されていたショベルの複数のアイコンが、図18では、1つのアイコンで代表され、他のアイコンの表示が省略される場合がある。この場合には、代表されたアイコンに、ショベルの台数を示す吹き出しが表示される。このように、表示する地図の縮尺に応じて、地図上の基準面積の区画内に表示されるショベルのアイコンの個数が調整される。
FIG. 18 shows an image displayed in the map display area 60 when the scale of the map is made smaller than the state of FIG. 17A. When the scale of the map is reduced, the number of excavators existing within the same range on the display screen increases. The excavator icon 63A shown in FIG. 17A and the icon closest to the excavator icon 63A exist in the same section where the icons are to be displayed together on the small scale map. In this case, in the example shown in FIG. 18, the numerical value in the balloon 64 attached to the excavator icon 63A is increased from “3” to “4”. Similarly, in other places in the map, a plurality of shovel icons that are individually displayed in FIG. 17A may be represented by one icon in FIG. 18 and display of other icons may be omitted. is there. In this case, a balloon indicating the number of excavators is displayed on the representative icon. In this way, the number of shovel icons displayed in the section of the reference area on the map is adjusted according to the scale of the map to be displayed.
図19に示すように、地図表示領域60内に、ショベルの保守を担当するサービスカーの現在位置を表示するようにしてもよい。管理装置45(図01)が、サービスカーから現在位置情報を受信する。この現在位置情報が、ショベルの状態表示装置50(図01)に送信される。ショベルの状態表示装置50が、サービスカーの現在位置情報を受信すると、地図表示領域60に表示された地図上の、サービスカーの現在位置に対応する箇所に、サービスカーのアイコン65を表示する。同一の地図には、ショベルのアイコン63A~63Cも表示されている。これにより、サービスカーに乗っている保守管理要員は、自分の現在位置と、管理対象のショベルの位置との位置関係を容易に把握することができる。このように、広範囲に分散している管理対象の複数のショベルの現在の所在地、及びショベルの状態を、容易に把握することができる。
As shown in FIG. 19, the current position of the service car in charge of excavator maintenance may be displayed in the map display area 60. The management device 45 (FIG. 01) receives the current position information from the service car. This current position information is transmitted to the excavator status display device 50 (FIG. 01). When the excavator status display device 50 receives the current position information of the service car, the service car icon 65 is displayed at a location corresponding to the current position of the service car on the map displayed in the map display area 60. On the same map, excavator icons 63A to 63C are also displayed. As a result, the maintenance manager in the service car can easily grasp the positional relationship between his current position and the position of the shovel to be managed. In this way, it is possible to easily grasp the current location of a plurality of management shovels distributed over a wide range and the state of the shovel.
図20に示すように、サービスカーの現在位置から、特定のショベルの現在位置までの経路66を表示するようにしてもよい。保守管理要員は、目的とするショベルのアイコン63Aをタップする。処理装置52は、ショベルのアイコン63Aがタップされたことを検出すると、サービスカーから、タップされたアイコン63Aで示されるショベルの現在位置までの経路66を求め、地図上に表示する。これにより、保守管理要員は、容易に、目的とするショベルまで移動することができる。
As shown in FIG. 20, a route 66 from the current position of the service car to the current position of a specific excavator may be displayed. The maintenance manager taps the target excavator icon 63A. When detecting that the shovel icon 63A has been tapped, the processing device 52 obtains a route 66 from the service car to the current position of the shovel indicated by the tapped icon 63A and displays it on the map. As a result, the maintenance staff can easily move to the target excavator.
上記実施例では、管理装置45(図1)がショベルの異常判定を行う機能を持ち、ショベルの状態表示装置50が、ショベルに発生している異常の重要度を表示する機能を持つ。他の例として、ショベルの異常判定を行う機能をショベルの状態表示装置50に持たせてもよい。言い換えると、管理装置45に、ショベルの状態表示装置50の機能を持たせ、この管理装置45をタブレット端末等で実現してもよい。
In the above-described embodiment, the management device 45 (FIG. 1) has a function of determining an excavator abnormality, and the excavator state display device 50 has a function of displaying the importance of the abnormality occurring in the shovel. As another example, the excavator status display device 50 may be provided with a function for determining an abnormality of the excavator. In other words, the management device 45 may be provided with the function of the excavator status display device 50, and the management device 45 may be realized by a tablet terminal or the like.
この場合、管理装置45は不要であり、ショベルの状態表示装置50とショベル30との間で、直接通信が行われる。ショベルの状態表示装置50の記憶装置53に、処理装置52が実行するプログラム、種々の管理情報が記憶されている。処理装置52は、ショベル30から受信した機体識別情報、種々の運転変数の測定値、現在位置情報、及び記憶装置53に記憶されている管理情報に基づいて、ショベル30の異常判定を行う。
In this case, the management device 45 is unnecessary, and direct communication is performed between the excavator status display device 50 and the excavator 30. A program executed by the processing device 52 and various management information are stored in the storage device 53 of the excavator status display device 50. The processing device 52 performs abnormality determination of the shovel 30 based on the machine body identification information received from the excavator 30, measured values of various operating variables, current position information, and management information stored in the storage device 53.
図21~図27を参照して、さらに他の実施例によるショベルの異常判定方法について説明する。ショベルの異常判定は、異常判定を行うための因果関係情報を作成する処理と、因果関係情報を用いて異常判定を行う処理とで構成される。
With reference to FIGS. 21 to 27, a description will be given of an excavator abnormality determination method according to still another embodiment. The excavator abnormality determination includes a process of creating causal relationship information for performing abnormality determination and a process of performing abnormality determination using the causal relationship information.
図21に、異常判定を行うための因果関係情報を作成する処理のフローチャートを示す。ステップSD1において、管理装置45(図01)が、管理対象の複数のショベル30(図01)から運転変数の測定値、及びその測定値が収集された期間に発生した異常種別を取得する。
FIG. 21 shows a flowchart of processing for creating causal relationship information for performing abnormality determination. In step SD1, the management device 45 (FIG. 01) acquires the measured value of the operating variable and the abnormality type that occurred during the period in which the measured value was collected from the plurality of excavators 30 (FIG. 01) to be managed.
図22に、ステップSD1で取得された運転変数の測定値、及び異常種別の一例を示す。運転変数の測定値及び異常種別の取得は、ショベルの機体番号(機体識別情報)ごとに、かつ一定の収集期間ごとに行われる。収集期間は、例えば1日(24時間)に設定される。1つの機体から、1つの収集期間内に収集された情報群が、1つの評価対象を構成する。
FIG. 22 shows an example of measured values and abnormality types of the operating variables acquired in step SD1. The measurement value of the operating variable and the acquisition of the abnormality type are performed for each machine number (machine identification information) of the excavator and every certain collection period. The collection period is set to 1 day (24 hours), for example. A group of information collected from one aircraft within one collection period constitutes one evaluation object.
図22では、一例として、評価対象No.1の情報は、2011年7月1日の機体番号aのショベルから取得されたものであり、運転時間Aが24、ポンプ圧力Bが19、冷却水温度Cが15、油圧負荷Dが11、稼働時間Eが14である。「運転時間」は、ショベルの起動スイッチが押されてから、停止スイッチが押されるまでの時間、すなわちショベルが起動していた時間を意味する。「稼動時間」は、操作者がショベルを操作していた時間を意味する。また、評価対象No.1の異常種別XはX1である。これは、2011年7月1日に、機体番号aのショベルに、異常種別X1の異常が発生したことを意味する。図22に示した異常種別X0は、異常が発生していないことを意味する。
In FIG. 22, as an example, the evaluation target No. The information of 1 was acquired from the excavator of the aircraft number a on July 1, 2011. The operation time A is 24, the pump pressure B is 19, the cooling water temperature C is 15, the hydraulic load D is 11, The operating time E is 14. “Operating time” means the time from when the shovel start switch is pressed to when the stop switch is pressed, that is, the time when the shovel is started. “Operating time” means the time during which the operator is operating the excavator. In addition, the evaluation target No. The abnormality type X of 1 is X1. This means that on July 1, 2011, an abnormality of the abnormality type X1 occurred in the excavator with the machine number a. The abnormality type X0 shown in FIG. 22 means that no abnormality has occurred.
次に、ステップSD2(図21)において、運転変数の離散化処理を行い、各運転変数を有限離散型事象に置き換える。
Next, in step SD2 (FIG. 21), an operation variable is discretized to replace each operation variable with a finite discrete event.
図23を参照して、運転時間Aを、有限離散型事象に置き換える方法について説明する。なお、他の運転変数についても、同様に有限離散型事象に置き換えることができる。
23, a method for replacing the operation time A with a finite discrete event will be described. Other operating variables can be similarly replaced with finite discrete events.
図23は、運転時間Aのヒストグラムの一例を示す。図23の横軸は、運転時間Aを表し、縦軸は、評価対象の数(頻度)を表す。運転時間Aの平均をμ、標準偏差をσとする。μ-3σからμ+3σまでの範囲を3等分する。すなわち、横軸が、μ-3σ~μ-σ、μ-σ~μ+σ、μ+σ~μ+3σの3つの領域に区分される。運転時間Aがμ-σ以下の区画をA1、μ-σ~μ+σの区画をA2、μ+σ以上の区画をA3とする。
FIG. 23 shows an example of a histogram of operation time A. The horizontal axis of FIG. 23 represents the operation time A, and the vertical axis represents the number (frequency) of evaluation objects. The average of the operation time A is μ, and the standard deviation is σ. Divide the range from μ−3σ to μ + 3σ into three equal parts. That is, the horizontal axis is divided into three regions of μ−3σ to μ−σ, μ−σ to μ + σ, and μ + σ to μ + 3σ. A section where the operation time A is less than or equal to μ−σ is A1, a section where μ−σ to μ + σ is A2, and a section where μ + σ or more is A3.
運転時間Aについて、測定値が区画A1内の値を取る事象、区画A2内の値を取る事象、及び区画A3内の値を取る事象のうち、いずれかの事象が生じる。図24に、離散化処理後の運転変数及び異常種別の一覧を示す。運転時間Aを、その測定値が属する区画A1、A2、A3で表している。同様に、他の運転情報も、有限離散型事象に置き換えられている。
For the operation time A, any one of an event in which the measured value takes a value in the section A1, an event in which the value in the section A2 takes a value, and an event in which the value in the section A3 takes a value occurs. FIG. 24 shows a list of operation variables and abnormality types after the discretization process. The operation time A is represented by sections A1, A2, and A3 to which the measured values belong. Similarly, other driving information is also replaced with a finite discrete event.
次に、ステップSD3(図21)において、因果関係情報を作成し、記憶装置48(図01)に格納する。
Next, in step SD3 (FIG. 21), the causal relationship information is created and stored in the storage device 48 (FIG. 01).
図24に示した有限離散型事象の運転変数A、B、C、・・・と、異常種別Xとを関連付けた一覧表は、異常種別Xを原因事象とし、運転変数を結果事象とする因果関係情報といえる。
The list in which the operation variables A, B, C,... Of the finite discrete event shown in FIG. 24 are associated with the abnormality type X is a cause and effect with the abnormality type X as a cause event and the operation variable as a result event. It can be said to be related information.
図25に、異常推定モデルの事前確率及び条件付き確率の一例を示す。異常種別Xを原因事象とし、各運転変数を、原因によって生じたと想定される結果事象とし、図24に示した因果関係情報から、事前確率P(X)を算出することができる。さらに、運転変数A、B、C、・・・の各々について、異常種別Xの各々が起こるという事象を前提条件とした条件付き確率P(A|X)、P(B|X)、・・・を算出することができる。図25に、算出された事前確率P(X)、及び条件付き確率P(A|X)、P(B|X)の一例を示す。
FIG. 25 shows an example of prior probabilities and conditional probabilities of the abnormality estimation model. The prior probability P (X) can be calculated from the causal relationship information shown in FIG. 24, assuming that the abnormality type X is a cause event and each operation variable is a result event assumed to be caused by the cause. Further, for each of the operating variables A, B, C,..., Conditional probabilities P (A | X), P (B | X), with the event that each abnormality type X occurs as a precondition, -Can be calculated. FIG. 25 shows an example of the calculated prior probabilities P (X) and conditional probabilities P (A | X) and P (B | X).
図26に、因果関係情報を用いて異常判定を行う方法のフローチャートを示す。ステップSE1において、管理装置45(図01)が、管理対象のショベル30から、運転変数の測定値を取得する。ステップSE2において、取得した運転変数の離散化処理を行う。この離散化処理は、図21のステップSD2で行った離散化処理と同一の基準に基づいて行う。図27に、離散化処理後の運転変数の一例を示す。例えば、運転時間Aの離散化値がA2、ポンプ圧力Bの離散化値がB3、冷却水温度Cの離散化値がC1、油圧負荷Dの離散化値がD2、稼働時間Eの離散化値がE2である。
FIG. 26 shows a flowchart of a method for performing abnormality determination using causal relationship information. In step SE <b> 1, the management device 45 (FIG. 01) acquires the measured value of the operating variable from the management target shovel 30. In step SE2, the obtained operation variable is discretized. This discretization process is performed based on the same standard as the discretization process performed in step SD2 of FIG. FIG. 27 shows an example of the operation variable after the discretization process. For example, the discretized value of the operating time A is A2, the discretized value of the pump pressure B is B3, the discretized value of the cooling water temperature C is C1, the discretized value of the hydraulic load D is D2, and the discretized value of the operating time E Is E2.
ステップSE3(図26)において、図22に示した因果関係情報から得られた事前確率P(X)、条件付き確率P(A|X)等を用いて、異常種別ごとの事後確率を求める(ベイズ推定を行う)。
In step SE3 (FIG. 26), the posterior probability for each abnormality type is obtained using the prior probability P (X), conditional probability P (A | X), etc. obtained from the causal relationship information shown in FIG. Bayesian estimation).
一例として、運転時間AがA2であるという事象が発生したという条件で、異常種別X1の異常が発生している事後確率P(X=X1|A=A2)(以下、P(X1|A2)と表記する。)は、以下の式で算出することができる。
As an example, a posterior probability P (X = X1 | A = A2) (hereinafter referred to as P (X1 | A2)) that an abnormality of the abnormality type X1 has occurred under the condition that an event that the operation time A is A2 has occurred. Can be calculated by the following equation.
同様に、異常種別X2、X3等の異常が発生している事後確率P(X2|A2)、P(X3|A2)、・・・を算出することができる。
Similarly, posterior probabilities P (X2 | A2), P (X3 | A2),... In which an abnormality such as abnormality types X2, X3 has occurred can be calculated.
さらに、算出された事後確率P(X1|A2)、P(X2|A2)、P(X3|A2)・・・を新たに事前確率として扱い、ポンプ圧力Bの離散化値がB3であるという事象が発生したという条件で、異常種別X1の異常が発生している事後確率P(X1|A2,B3)は、以下の式で算出することができる。なお、運転時間Aとポンプ圧力Bとは独立であると仮定している。
Further, the calculated posterior probabilities P (X1 | A2), P (X2 | A2), P (X3 | A2)... Are newly treated as prior probabilities, and the discretized value of the pump pressure B is B3. The posterior probability P (X1 | A2, B3) that an abnormality of the abnormality type X1 has occurred under the condition that an event has occurred can be calculated by the following equation. It is assumed that the operation time A and the pump pressure B are independent.
右辺のP(B3|X1,A2)は、図22に示した因果関係情報から求めることができる。同様に、異常種別X2、X3等の異常が発生している事後確率P(X2|A2,B3)、P(X3|A2,B3)、・・・を算出することができる。
P (B3 | X1, A2) on the right side can be obtained from the causal relationship information shown in FIG. Similarly, posterior probabilities P (X2 | A2, B3), P (X3 | A2, B3),... Where an abnormality such as abnormality types X2, X3 has occurred can be calculated.
さらに、冷却水温度C、油圧負荷D、稼働時間E等の他の運転変数を、新たな結果として加えて、事後確率を算出することにより、算出された事後確率の客観性をより高めることができる。
Furthermore, by adding other operating variables such as cooling water temperature C, hydraulic load D, operating time E as new results and calculating the posterior probability, the objectivity of the calculated posterior probability can be further increased. it can.
図27に、算出された事後確率の一例を示す。この例では、評価対象となるショベルにおいて、異常が発生していない確率が50%であり、異常種別X1の異常が発生している確率が5%であり、異常種別X2の異常が発生している確率が20%であると推定される。
FIG. 27 shows an example of the calculated posterior probability. In this example, in the excavator to be evaluated, the probability that no abnormality has occurred is 50%, the probability that an abnormality of abnormality type X1 has occurred is 5%, and abnormality of abnormality type X2 has occurred. It is estimated that the probability of being 20%.
なお、上記実施例1では、結果となる事象を順次追加して、新たに事後確率を段階的に算出したが、必ずしも、段階的に事後確率を算出する必要はない。図25に示した事前確率P(X)、及び各運転変数の条件付き確率P(A|X)、P(B|X)等を用い、すべての運転変数を結果事象として考慮して、異常種別の事後確率を算出してもよい。
In the first embodiment, the resulting events are sequentially added to newly calculate the posterior probability step by step, but it is not always necessary to calculate the posterior probability step by step. Using the prior probabilities P (X) shown in FIG. 25 and the conditional probabilities P (A | X), P (B | X), etc. of each operating variable, all operating variables are considered as event events and abnormal The posterior probability of the type may be calculated.
上述のように、図27に示した運転変数の測定値の離散化値を結果事象として、図22に示した因果関係情報を用いてベイズ推論を行うことにより、原因事象である異常種別の事後確率を算出することができる。
As described above, by performing the Bayesian inference using the causal relationship information shown in FIG. 22 with the discretized value of the measured value of the operating variable shown in FIG. Probability can be calculated.
次に、ステップSE4(図26)において、推定される異常種別及びその事後確率を、機体番号と関連付けて、記憶装置48(図01)に記憶する。
Next, in step SE4 (FIG. 26), the estimated abnormality type and its posterior probability are stored in the storage device 48 (FIG. 01) in association with the machine number.
図26に示した方法では、異常判定により、複数の異常種別が導き出される場合がある。図27に示した例では、異常種別X1の異常が発生している可能性が5%、異常種別X2の異常が発生している可能性が20%と推定される。このように、複数の異常の可能性が導き出された場合、最も事後確率の高い異常の重要度を、当該ショベルに発生していると推定される異常の重要度として採用すればよい。または、事後確率が、ある基準値、例えば20%以上となる異常の重要度のうち、最も高い異常度を、当該ショベルに発生していると推定される異常の重要度として採用してもよい。
In the method shown in FIG. 26, a plurality of abnormality types may be derived by abnormality determination. In the example shown in FIG. 27, the possibility that an abnormality of abnormality type X1 has occurred is estimated to be 5%, and the possibility that an abnormality of abnormality type X2 has occurred is estimated to be 20%. Thus, when the possibility of a plurality of abnormalities is derived, the importance of the abnormality having the highest posterior probability may be adopted as the importance of the abnormality estimated to have occurred in the shovel. Alternatively, the highest degree of abnormality among the importance levels of abnormalities having a posterior probability of a certain reference value, for example, 20% or more, may be adopted as the importance level of abnormalities estimated to have occurred in the shovel. .
図26に示した異常判定を行う方法に代えて、図1~図9に示した実施例による方法、図10~図12に示した実施例による方法、図13に示した実施例による方法等を適用してもよい。
Instead of the abnormality determination method shown in FIG. 26, the method according to the embodiment shown in FIGS. 1 to 9, the method according to the embodiment shown in FIGS. 10 to 12, the method according to the embodiment shown in FIG. May be applied.
図28に、さらに他の実施例によるショベル及びショベル管理装置のブロック図を示す。図1~図9に示した実施例、及び図10~図12に示した実施例では、ステップSA1(図2)において、着目物理量の検出値が、通信回線40を経由してショベル30から管理装置45に送信された。図28に示した実施例では、管理装置45がショベル30に搭載されている。ショベル30に搭載された管理装置45が、図1~図9に示した実施例または図10~図12に示した実施例による異常判定方法と同一の方法で、ショベル30の異常の有無を判定する。
FIG. 28 shows a block diagram of an excavator and an excavator management device according to still another embodiment. In the embodiment shown in FIGS. 1 to 9 and the embodiment shown in FIGS. 10 to 12, the detected value of the physical quantity of interest is managed from the shovel 30 via the communication line 40 in step SA1 (FIG. 2). Sent to device 45. In the embodiment shown in FIG. 28, the management device 45 is mounted on the excavator 30. The management device 45 mounted on the excavator 30 determines whether there is an abnormality in the shovel 30 by the same method as the abnormality determination method according to the embodiment shown in FIGS. 1 to 9 or the embodiment shown in FIGS. To do.
判定結果が、ショベル30から、通信回線40を経由して、ショベル管理装置25に送信される。ショベル管理装置25は、ショベル30から受信した判定結果を、ショベル30の個体を識別できる態様で、出力装置26に出力する。
The determination result is transmitted from the excavator 30 via the communication line 40 to the excavator management device 25. The excavator management device 25 outputs the determination result received from the excavator 30 to the output device 26 in such a manner that the individual excavator 30 can be identified.
図28に示した実施例では、通信回線40を通して送受される情報は、異常の有無の判定結果のみである。このため、着目物理量の検出値を送受信する図1~図9に示した実施例、及び図1~図12に示した実施例に比べて、通信回線40を経由して送受信されるデータ量を削減することができる。
In the embodiment shown in FIG. 28, the information transmitted / received through the communication line 40 is only the determination result of the presence / absence of abnormality. Therefore, compared to the embodiment shown in FIGS. 1 to 9 and the embodiment shown in FIGS. 1 to 12 that transmit and receive the detected value of the physical quantity of interest, the amount of data transmitted and received via the communication line 40 is smaller. Can be reduced.
また、図28に示した実施例では、ショベル30に搭載された管理装置45から、ショベルの状態表示装置50(図1)に、種々のデータが送信される。また、ショベル30に搭載された管理装置45に、ショベルの状態表示装置50の機能を持たせてもよい。この場合、評価対象である複数のショベルの各々の機体識別情報、及び評価対象の複数のショベルの各々の現在位置が、1つのショベル30の管理装置45で受信される。ショベル30に搭載された管理装置45は、評価対象の複数のショベルの少なくとも1つの現在位置を包含する地図を表示する。さらに、表示された地図上の、評価対象のショベルの現在位置に対応する箇所に、異常の有無の判定結果に基づく異常の重要度が識別可能な態様で、ショベルのアイコンを表示する。
In the embodiment shown in FIG. 28, various data are transmitted from the management device 45 mounted on the excavator 30 to the excavator status display device 50 (FIG. 1). Further, the management device 45 mounted on the excavator 30 may have the function of the excavator status display device 50. In this case, the machine body identification information of each of the plurality of shovels to be evaluated and the current position of each of the plurality of shovels to be evaluated are received by the management device 45 of one shovel 30. The management device 45 mounted on the excavator 30 displays a map including at least one current position of a plurality of excavators to be evaluated. Further, an excavator icon is displayed at a location on the displayed map corresponding to the current position of the excavator to be evaluated in such a manner that the importance of the abnormality based on the determination result of the presence or absence of the abnormality can be identified.
以上実施例に沿って本発明を説明したが、本発明はこれらに制限されるものではない。例えば、種々の変更、改良、組み合わせ等が可能なことは当業者に自明であろう。
Although the present invention has been described with reference to the embodiments, the present invention is not limited thereto. It will be apparent to those skilled in the art that various modifications, improvements, combinations, and the like can be made.
25 ショベル管理装置
26 出力装置
30 ショベル
31 車両コントローラ
32 通信装置
33 GPS受信器
34 表示装置
35 センサ
40 通信回線
45 管理装置
46 通信装置
47 処理装置
48 記憶装置
49 表示装置
50 ショベルの状態表示装置
51 送受信回路
52 処理装置
53 記憶装置
54 表示装置
55 入力装置
60 地図表示領域
61 アイコン説明領域
62 ショベル情報表示領域
63、63A~63C ショベルのアイコン
64 吹き出し
65 サービスカーのアイコン
66 経路
70 参照領域
80 X異常領域
81 X異常時平均ベクトル
81u X異常時単位ベクトル
82 Y異常領域
83 Y異常時平均ベクトル
86、87 規格化評価ベクトル
88 Z異常時平均ベクトル
88u Z異常時単位ベクトル
90 Z異常領域 25Excavator Management Device 26 Output Device 30 Excavator 31 Vehicle Controller 32 Communication Device 33 GPS Receiver 34 Display Device 35 Sensor 40 Communication Line 45 Management Device 46 Communication Device 47 Processing Device 48 Storage Device 49 Display Device 50 Excavator Status Display Device 51 Transmission / Reception Circuit 52 Processing device 53 Storage device 54 Display device 55 Input device 60 Map display area 61 Icon explanation area 62 Excavator information display area 63, 63A to 63C Excavator icon 64 Balloon 65 Service car icon 66 Route 70 Reference area 80 X abnormal area 81 X abnormal average vector 81u X abnormal time unit vector 82 Y abnormal area 83 Y abnormal average vector 86, 87 Normalized evaluation vector 88 Z abnormal average vector 88u Z abnormal time unit vector 90 Z abnormal area
26 出力装置
30 ショベル
31 車両コントローラ
32 通信装置
33 GPS受信器
34 表示装置
35 センサ
40 通信回線
45 管理装置
46 通信装置
47 処理装置
48 記憶装置
49 表示装置
50 ショベルの状態表示装置
51 送受信回路
52 処理装置
53 記憶装置
54 表示装置
55 入力装置
60 地図表示領域
61 アイコン説明領域
62 ショベル情報表示領域
63、63A~63C ショベルのアイコン
64 吹き出し
65 サービスカーのアイコン
66 経路
70 参照領域
80 X異常領域
81 X異常時平均ベクトル
81u X異常時単位ベクトル
82 Y異常領域
83 Y異常時平均ベクトル
86、87 規格化評価ベクトル
88 Z異常時平均ベクトル
88u Z異常時単位ベクトル
90 Z異常領域 25
Claims (15)
- ショベルを運転して、ある既定動作を行っている期間に、前記ショベルから得られた着目物理量の検出値の時間変化を表す複数の参照波形が準備されており、前記ショベルと同一型式の評価対象ショベルの異常の有無を、前記参照波形に基づいて判定する方法であって、
(a)前記評価対象ショベルを運転し、前記既定動作と類似の動作を行っている期間に、前記評価対象ショベルから得られる前記着目物理量を検出し、検出値の時間変化である評価波形を取得する工程と、
(b)複数の前記参照波形と、前記評価波形とに基づいて、前記評価対象ショベルの異常の有無を判定する工程と
を有するショベルの異常判定方法。 A plurality of reference waveforms representing the time change of the detected value of the physical quantity of interest obtained from the excavator are prepared during a period in which the excavator is operated and a predetermined operation is performed, and an evaluation object of the same type as the excavator is prepared A method for determining whether or not an excavator is abnormal based on the reference waveform,
(A) Detecting the physical quantity of interest obtained from the evaluation target excavator during a period of driving the evaluation target excavator and performing an operation similar to the predetermined operation, and obtaining an evaluation waveform that is a change in detected value with time And a process of
(B) An excavator abnormality determination method including a step of determining whether there is an abnormality in the evaluation target excavator based on the plurality of reference waveforms and the evaluation waveform. - 複数の前記参照波形は、前記ショベルが正常な状態であるときに取得されたものである請求項1に記載のショベルの異常判定方法。 2. The excavator abnormality determination method according to claim 1, wherein the plurality of reference waveforms are acquired when the excavator is in a normal state.
- 複数の前記参照波形ごとに、複数の特徴量が求められており、複数の前記特徴量ごとに代表値が求められており、
前記工程(b)が、
前記評価波形の前記特徴量を求める工程と、
前記代表値と、前記評価波形の前記特徴量とに基づいて、前記評価対象ショベルの異常の有無を判定する工程と
を含む請求項1または2に記載のショベルの異常判定方法。 A plurality of feature quantities are obtained for each of the plurality of reference waveforms, and a representative value is obtained for each of the plurality of feature quantities,
The step (b)
Obtaining the feature quantity of the evaluation waveform;
The excavator abnormality determination method according to claim 1, further comprising a step of determining whether the evaluation target excavator is abnormal based on the representative value and the feature amount of the evaluation waveform. - 複数の前記参照波形ごとに、複数の特徴量が求められており、
前記工程(b)が、
複数の前記参照波形の前記特徴量を単位空間として、前記評価波形のマハラノビス距離を求める工程と、
前記マハラノビス距離に基づいて、前記評価対象ショベルの異常の有無を判定する工程と
を有する請求項1または2に記載のショベルの異常判定方法。 For each of the plurality of reference waveforms, a plurality of feature values are obtained,
The step (b)
A step of determining the Mahalanobis distance of the evaluation waveform using the feature quantities of the plurality of reference waveforms as unit spaces;
The method for determining an abnormality of the shovel according to claim 1, further comprising a step of determining the presence or absence of an abnormality of the evaluation object shovel based on the Mahalanobis distance. - 複数の前記参照波形ごとに、複数の特徴量が求められており、
前記工程(b)において、前記評価波形の前記特徴量を求め、複数の前記参照波形の各々の複数の前記特徴量を要素とする複数の参照ベクトルの平均ベクトルと、前記評価波形の前記特徴量を要素とする評価ベクトルとの対比結果に基づいて、前記評価対象ショベルの異常の有無を判定する請求項1または2に記載のショベルの異常判定方法。 For each of the plurality of reference waveforms, a plurality of feature values are obtained,
In the step (b), the feature amount of the evaluation waveform is obtained, an average vector of a plurality of reference vectors having the plurality of feature amounts of each of the plurality of reference waveforms as an element, and the feature amount of the evaluation waveform The excavator abnormality determination method according to claim 1, wherein presence / absence of abnormality of the evaluation target excavator is determined based on a comparison result with an evaluation vector having the element as an element. - さらに、
ショベルの状態表示装置が、評価対象である複数のショベルの各々の機体識別情報、前記ショベルの各々の現在位置、及び前記工程(b)の判定結果である異常判定結果情報を受信する工程と、
前記ショベルの状態表示装置が、前記評価対象の複数のショベルの少なくとも1つの現在位置を包含する地図を表示装置に表示し、表示された地図上の、管理対象のショベルの現在位置に対応する箇所に、前記異常判定結果情報に基づく異常判定結果の重要度が識別可能な態様で、ショベルのアイコンを表示する工程と
を有する請求項1または2に記載のショベルの異常判定方法。 further,
The excavator status display device receives the machine identification information of each of the plurality of excavators to be evaluated, the current position of each of the excavators, and the abnormality determination result information that is the determination result of the step (b);
The excavator state display device displays a map including at least one current position of the plurality of excavators to be evaluated on the display device, and a location corresponding to the current position of the excavator to be managed on the displayed map The method for determining an excavator abnormality according to claim 1 or 2, further comprising a step of displaying an icon of the excavator in a manner in which the importance of the abnormality determination result based on the abnormality determination result information can be identified. - 前記表示装置に表示された地図の、ある区画内に複数のショベルが存在する場合には、異常判定結果の重要度の最も高いショベルのアイコンを、他のショベルのアイコンよりも識別が容易な態様で表示する請求項6に記載のショベルの異常判定方法。 When there are a plurality of excavators in a certain section of the map displayed on the display device, the icon of the shovel having the highest importance of the abnormality determination result can be identified more easily than the icons of other excavators. The excavator abnormality determination method according to claim 6, which is displayed in
- 前記表示装置に表示する地図の縮尺に応じて、前記表示装置に表示する前記ショベルのアイコンの数を調整する請求項6に記載のショベルの異常判定方法。 The excavator abnormality determination method according to claim 6, wherein the number of icons of the excavator displayed on the display device is adjusted according to a scale of a map displayed on the display device.
- ショベルを運転して、ある既定動作を行っている期間に、前記ショベルから得られた着目物理量の検出値の時間変化を表す複数の参照波形が格納された記憶装置と、
評価対象ショベルと通信を行う通信装置と、
処理装置と
を有し、
前記処理装置は、
前記評価対象ショベルが前記既定動作と類似の動作を行っている期間に、前記評価対象ショベルから得られる前記着目物理量の検出値の時間変化である評価波形を取得し、
複数の前記参照波形と、前記評価波形とに基づいて、前記評価対象ショベルの異常の有無を判定するショベルの管理装置。 A storage device that stores a plurality of reference waveforms that represent temporal changes in the detected value of the physical quantity of interest obtained from the excavator during a period in which the excavator is driven and performs a predetermined operation;
A communication device that communicates with the evaluation excavator;
A processing device,
The processor is
Obtaining an evaluation waveform that is a time change of the detected value of the physical quantity of interest obtained from the evaluation target excavator during a period in which the evaluation target excavator performs an operation similar to the predetermined operation;
An excavator management device that determines whether there is an abnormality in the evaluation target shovel based on the plurality of reference waveforms and the evaluation waveform. - 前記参照波形は、前記ショベルが正常な状態であるときに取得されたものである請求項9に記載のショベルの管理装置。 10. The excavator management device according to claim 9, wherein the reference waveform is acquired when the excavator is in a normal state.
- 複数の前記参照波形ごとに求められた複数の特徴量、及び複数の前記特徴量ごとに求められた代表値が、前記記憶装置に格納されており、
前記処理装置は、
前記評価波形の前記特徴量を求め、
前記代表値と、前記評価波形の前記特徴量とに基づいて、前記評価対象ショベルの異常の有無を判定する請求項9または10に記載のショベルの管理装置。 A plurality of feature amounts obtained for each of the plurality of reference waveforms, and representative values obtained for each of the plurality of feature amounts are stored in the storage device,
The processor is
Obtaining the feature quantity of the evaluation waveform;
The shovel management device according to claim 9 or 10, wherein the presence or absence of an abnormality of the evaluation target shovel is determined based on the representative value and the feature amount of the evaluation waveform. - さらに、表示装置に接続され、
前記表示装置は、
評価対象である複数のショベルの各々の機体識別情報、及び前記ショベルの各々の現在位置を受信し、
前記評価対象の複数のショベルの少なくとも1つの現在位置を包含する地図を表示し、表示された地図上の、前記評価対象のショベルの現在位置に対応する箇所に、異常の有無の判定結果に基づく異常の重要度が識別可能な態様で、ショベルのアイコンを表示する請求項9または10に記載のショベルの管理装置。 In addition, connected to the display device,
The display device
Receiving the machine identification information of each of the plurality of excavators to be evaluated, and the current position of each of the excavators,
A map including at least one current position of the plurality of excavators to be evaluated is displayed, and a location corresponding to the current position of the excavator to be evaluated is displayed on the displayed map based on the determination result of whether there is an abnormality. The excavator management device according to claim 9 or 10, wherein an excavator icon is displayed in a manner in which the importance level of the abnormality can be identified. - ある既定動作を行っている期間に得られた着目物理量の検出値の時間変化を表す複数の参照波形が格納された記憶装置と、
処理装置と
を有するショベルであって、
前記処理装置は、
前記既定動作と類似の動作を行っている期間に得られる前記着目物理量の検出値の時間変化である評価波形を取得し、
複数の前記参照波形と、前記評価波形とに基づいて異常の有無を判定するショベル。 A storage device in which a plurality of reference waveforms representing changes over time in the detected value of the physical quantity of interest obtained during a certain predetermined operation are stored;
An excavator having a processing device,
The processor is
Obtain an evaluation waveform that is a time change of the detected value of the physical quantity of interest obtained during a period in which an operation similar to the predetermined operation is performed,
An excavator that determines the presence or absence of abnormality based on the plurality of reference waveforms and the evaluation waveform. - 前記参照波形は、前記ショベルが正常な状態であるときに取得されたものである請求項13に記載のショベル。 The excavator according to claim 13, wherein the reference waveform is acquired when the excavator is in a normal state.
- さらに、表示装置に接続され、
前記表示装置は、
評価対象である複数のショベルの各々の機体識別情報、及び前記ショベルの各々の現在位置を受信し、
前記評価対象の複数のショベルの少なくとも1つの現在位置を包含する地図を表示し、表示された地図上の、前記評価対象のショベルの現在位置に対応する箇所に、異常の有無の判定結果に基づく異常の重要度が識別可能な態様で、ショベルのアイコンを表示する請求項13または14に記載のショベル。 In addition, connected to the display device,
The display device
Receiving the machine identification information of each of the plurality of excavators to be evaluated, and the current position of each of the excavators,
A map including at least one current position of the plurality of excavators to be evaluated is displayed, and a location corresponding to the current position of the excavator to be evaluated is displayed on the displayed map based on the determination result of whether there is an abnormality. The excavator according to claim 13 or 14, wherein an excavator icon is displayed in a manner in which the importance level of the abnormality can be identified.
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Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2016151086A (en) * | 2015-02-16 | 2016-08-22 | 住友重機械工業株式会社 | Shovel support device |
JP2017223534A (en) * | 2016-06-15 | 2017-12-21 | 株式会社日立製作所 | Vehicle diagnosis device |
JP2018119812A (en) * | 2017-01-23 | 2018-08-02 | 東海旅客鉄道株式会社 | Fault detection device, fault detection method and program |
WO2019131301A1 (en) * | 2017-12-27 | 2019-07-04 | 株式会社クボタ | Monitoring device, monitoring method, and monitoring program |
WO2020189629A1 (en) * | 2019-03-19 | 2020-09-24 | 住友重機械工業株式会社 | Assist device, display device, assist method and assist program |
WO2023053949A1 (en) * | 2021-09-29 | 2023-04-06 | 株式会社アドヴィックス | Vehicle control device, vehicle control program, and vehicle control method |
Families Citing this family (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP7080686B2 (en) * | 2018-03-19 | 2022-06-06 | 住友重機械工業株式会社 | Construction machinery support equipment, support methods, support programs |
WO2019239607A1 (en) * | 2018-06-15 | 2019-12-19 | 三菱電機株式会社 | Diagnosis device, diagnosis method and program |
JP7126256B2 (en) * | 2018-10-30 | 2022-08-26 | 国立研究開発法人宇宙航空研究開発機構 | Abnormality diagnosis device, abnormality diagnosis method, and program |
WO2020115827A1 (en) * | 2018-12-05 | 2020-06-11 | 三菱電機株式会社 | Abnormality detection device and abnormality detection method |
JP2020135242A (en) * | 2019-02-15 | 2020-08-31 | オムロン株式会社 | Abnormality detection system, abnormality detection method and program |
WO2020217493A1 (en) * | 2019-04-26 | 2020-10-29 | 京セラ株式会社 | Information processing device, information processing method, and information processing program |
CN110374164A (en) * | 2019-07-25 | 2019-10-25 | 徐州徐工矿业机械有限公司 | A kind of hydraulic crawler excavator dynamical system Fault monitoring and diagnosis system and method |
JP7427425B2 (en) * | 2019-11-05 | 2024-02-05 | 株式会社コーエーテクモゲームス | Program, information processing method, and information processing device |
US11754468B2 (en) * | 2020-05-19 | 2023-09-12 | Mitsubishi Electric Corporation | Vibration analysis apparatus and vibration analysis method |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH11272995A (en) * | 1998-03-23 | 1999-10-08 | Mitsubishi Motors Corp | Operation control device for traveling object |
JP2004227279A (en) * | 2003-01-23 | 2004-08-12 | Ohken:Kk | Failure cause diagnosing method using mahalanobis distance and program |
JP2007186289A (en) * | 2006-01-12 | 2007-07-26 | Kobelco Cranes Co Ltd | Working machine diagnostic apparatus, diagnostic method, and working machine |
JP2010085199A (en) * | 2008-09-30 | 2010-04-15 | Sanyo Electric Co Ltd | Navigation apparatus |
Family Cites Families (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP4007263B2 (en) * | 2003-06-20 | 2007-11-14 | アイシン・エィ・ダブリュ株式会社 | Car navigation system |
JP4262180B2 (en) * | 2004-09-21 | 2009-05-13 | 株式会社小松製作所 | Mobile machine management system |
JP5054294B2 (en) * | 2005-08-05 | 2012-10-24 | 株式会社小松製作所 | Display device mounted on work vehicle and display method of display device |
JP4851223B2 (en) * | 2006-04-05 | 2012-01-11 | 株式会社Access | Information display device |
US8810364B2 (en) * | 2006-07-11 | 2014-08-19 | Komatsu Ltd. | System for monitoring component of operating machine |
JP2009107814A (en) * | 2007-10-31 | 2009-05-21 | Toshiba Elevator Co Ltd | Remote monitoring system of elevator |
CN101174140A (en) * | 2007-11-07 | 2008-05-07 | 徐州智龙电子科技有限公司 | Engineering machinery intelligent vehicle mounted terminal based on multi-technology integration |
JP5149826B2 (en) * | 2009-01-29 | 2013-02-20 | 住友重機械工業株式会社 | Hybrid work machine and servo control system |
CN201598667U (en) * | 2009-12-05 | 2010-10-06 | 寿阳县大胜窑炉科技有限公司 | Electric hydraulic excavator |
JP5367665B2 (en) * | 2010-09-17 | 2013-12-11 | 日立建機株式会社 | Work machine display system |
JP5389858B2 (en) * | 2011-05-12 | 2014-01-15 | 株式会社小松製作所 | Construction machine management equipment |
-
2013
- 2013-11-26 CN CN201380064429.0A patent/CN104854524B/en active Active
- 2013-11-26 WO PCT/JP2013/081759 patent/WO2014119110A1/en active Application Filing
- 2013-11-26 JP JP2014559508A patent/JP6039696B2/en active Active
- 2013-11-26 CN CN201810851358.3A patent/CN109032112A/en active Pending
-
2016
- 2016-11-04 JP JP2016215825A patent/JP2017057712A/en active Pending
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH11272995A (en) * | 1998-03-23 | 1999-10-08 | Mitsubishi Motors Corp | Operation control device for traveling object |
JP2004227279A (en) * | 2003-01-23 | 2004-08-12 | Ohken:Kk | Failure cause diagnosing method using mahalanobis distance and program |
JP2007186289A (en) * | 2006-01-12 | 2007-07-26 | Kobelco Cranes Co Ltd | Working machine diagnostic apparatus, diagnostic method, and working machine |
JP2010085199A (en) * | 2008-09-30 | 2010-04-15 | Sanyo Electric Co Ltd | Navigation apparatus |
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2016151086A (en) * | 2015-02-16 | 2016-08-22 | 住友重機械工業株式会社 | Shovel support device |
JP2017223534A (en) * | 2016-06-15 | 2017-12-21 | 株式会社日立製作所 | Vehicle diagnosis device |
JP2018119812A (en) * | 2017-01-23 | 2018-08-02 | 東海旅客鉄道株式会社 | Fault detection device, fault detection method and program |
WO2019131301A1 (en) * | 2017-12-27 | 2019-07-04 | 株式会社クボタ | Monitoring device, monitoring method, and monitoring program |
CN111492421A (en) * | 2017-12-27 | 2020-08-04 | 株式会社久保田 | Monitoring device, monitoring method, and monitoring program |
WO2020189629A1 (en) * | 2019-03-19 | 2020-09-24 | 住友重機械工業株式会社 | Assist device, display device, assist method and assist program |
TWI811523B (en) * | 2019-03-19 | 2023-08-11 | 日商住友重機械工業股份有限公司 | Supporting Devices, Supporting Methods, Supporting Programs, and Plants |
US11977366B2 (en) | 2019-03-19 | 2024-05-07 | Sumitomo Heavy Industries, Ltd. | Assist device, display device, assist method, and assist program |
WO2023053949A1 (en) * | 2021-09-29 | 2023-04-06 | 株式会社アドヴィックス | Vehicle control device, vehicle control program, and vehicle control method |
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