TW202103996A - Monitoring device detects railway equipment near turnout - Google Patents
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Description
本發明有關監視道岔附近的鐵道設備之監視裝置。The present invention relates to a monitoring device for monitoring railway equipment near a switch.
鐵道方面,為了確保安全的列車運行實施各式各樣的保養,保養的對象涵蓋多方面,特別是軌道的保養需要很多的時間與人力。最近幾年,為了保養管理的效率化,從遠距離監視鐵道設備的狀態之系統的構築持續進展。除了習知所實施的定期檢查,若是可以快速檢測到鐵道設備的異常或其兆候的話,可以對保養或恢復作業有用,是非常方便的。In terms of railways, in order to ensure the safe operation of trains, various types of maintenance are implemented. The objects of maintenance cover many aspects. In particular, the maintenance of tracks requires a lot of time and manpower. In recent years, in order to improve the efficiency of maintenance management, the construction of a system for remotely monitoring the status of railway equipment has continued to progress. In addition to the regular inspections carried out by the conventional knowledge, if the abnormality of the railway equipment or its signs can be quickly detected, it can be useful for maintenance or restoration operations, which is very convenient.
例如,在專利文獻1,揭示出鐵道設備的其中一例也就是轉轍器中,檢測交流馬達的馬達電流、或動作桿的速度或是加速度,來判斷有無過負載的技術。
[先前技術文獻]
[專利文獻]For example,
[專利文獻1]日本特開2006-281924號專利公報[Patent Document 1] Japanese Patent Application Publication No. 2006-281924
[發明欲解決之課題][The problem to be solved by the invention]
在道碴軌道方面,因為列車通過而徐徐地產生軌道變位(軌道偏差)的緣故,定期的道碴的補充或交換,夯實等的保養為不可缺。在軌道中,產生有包含軌道變位之各式各樣的異常,但是,這樣的軌道的異常除了會關係到列車的乘車舒適感的惡化或車輪的異常磨耗等,也要考慮到會成為引起最壞的事態之脫軌事故之要因的情況。為此,進行作業員前往到現場之日常的巡迴檢查、或檢測車所致之定期的檢測。With regard to ballast tracks, due to the gradual displacement (track deviation) caused by trains passing by, regular ballast replenishment or exchange, and maintenance such as compaction are indispensable. In the track, there are various abnormalities including track displacement. However, such an abnormality in the track will not only be related to the deterioration of the comfort of the train or the abnormal wear of the wheels, but also be considered. Circumstances of the main cause of the derailment accident that caused the worst state of affairs. To this end, daily inspections by operators to the site or regular inspections by inspection vehicles are carried out.
而且,在軌道中的道岔附近設置有包含該道岔之各式各樣的鐵道設備。具體方面,是包含道岔主軌或轍尖軌條之軌道(道床)、或轉換轍尖軌條之轉轍器,與轉轍器連接之轉轍拉桿等。這些鐵道設備,係因為軌道變位等的要因而對轉轍器的振動增加,經此,容易發生閉鎖偏差、轍尖軌條的緊接不良、地板接觸阻抗增大所致之轉換力增加等的異常,是保線作業或轉轍器的保養作業的中特別是要注意之處。從而,期望可以快速檢測這些道岔附近的鐵道施設的異常或其兆候。Furthermore, various railway equipment including the switch is installed near the switch in the track. Specifically, it includes the track (track bed) of the main rail of the switch or the point rail, or the switch of the switch point rail, the switch lever connected with the switch, etc. These railway equipments increase the vibration of the switch due to the displacement of the track. As a result, it is prone to lock deviation, poor connection of the point rail, and increase in the conversion force caused by the increase in the contact resistance of the floor. The abnormality is the point that should be paid special attention to during the line protection operation or the maintenance operation of the switch. Therefore, it is expected that abnormalities or signs of railway installations near these turnouts can be quickly detected.
本發明欲解決之課題是提供一種可以檢測道岔附近的鐵道設備的異常之嶄新的技術。 [解決課題之手段]The problem to be solved by the present invention is to provide a novel technology capable of detecting abnormalities in railway equipment near the turnout. [Means to solve the problem]
用於解決上述課題的第1發明是一種監視裝置,具備:
振動波資料取得手段(例如,圖7的振動波資料取得部202),其係從設置在轉轍器之檢測振動波的感測器(例如,圖1的振動感測器12)之檢測資料,取得振動波資料;以及
異常檢測手段(例如,圖7的異常檢測部212),其係根據前述振動波資料,來檢測藉由前述轉轍器進行轉換的道岔附近的鐵道設備的異常。The first invention for solving the above-mentioned problems is a monitoring device including:
Vibration wave data acquisition means (for example, the vibration wave
根據第1發明,根據從設置在轉轍器的感測器的檢測資料所取得的振動波資料,可以檢測藉由該轉轍器而被轉換的道岔附近的鐵道設備的異常。在列車通過道岔之際,車輪通過道岔主軌與轍尖軌條的末端部之間的些微的段差,藉此,在軌條產生衝擊性的振動波。而且,在轉轍器的轉換動作之際,轍尖軌條為可動,藉此,對軌條產生衝擊性的振動波。該衝擊性的振動波,係透過連結到轍尖軌條的動作桿而傳到轉轍器,被設置在該轉轍器的感測器檢測到。According to the first invention, based on the vibration wave data obtained from the detection data of the sensor provided in the switch, it is possible to detect the abnormality of the railway equipment in the vicinity of the switch converted by the switch. When the train passes through the turnout, the wheels pass through the slight step difference between the main rail of the turnout and the end of the point rail, thereby generating shock vibration waves in the rail. In addition, the point rail is movable during the switching operation of the switch, thereby generating an impact vibration wave on the rail. This shock vibration wave is transmitted to the switch through the action rod connected to the point rail, and is detected by the sensor provided in the switch.
於道岔附近,設置有包含道岔主軌或轍尖軌條之軌道(道床)、或轉換轍尖軌條之轉轍器、與轉轍器連接的轉轍拉桿等的鐵道設備,但是,這些鐵道設備係因為軌道變位等的要因,在列車通過時或轉換動作時產生在軌條的衝擊性的振動波會有所不同。由此,從道岔的振動波資料,可以檢測在該道岔附近的鐵道設備所產生的軌道變位或軌條的異常、伴隨於此的轉轍器的振動增加或閉鎖偏差、轍尖軌條的緊接不良、地板接觸阻抗增大所致之轉換力增加等的異常。而且,以把感測器設置在轉轍器的方式,也具有可以從轉轍器的電源部取得感測器的電源之優點。Near the switch, there are railway equipment including the main rail of the switch or the track (track bed) of the switch point rail, or the switch of the switch point rail, and the switch tie rod connected to the switch. However, these railways The equipment is due to factors such as track displacement, and the shock vibration waves that are generated on the rail when the train passes or when it changes motion will be different. As a result, from the vibration wave data of the switch, it is possible to detect the track displacement or rail abnormality caused by the railway equipment near the switch, the increase in the vibration of the switch or the deviation of the lock, and the defect of the point rail. Abnormalities such as an increase in conversion force caused by a poor connection and an increase in floor contact resistance. Furthermore, by installing the sensor on the switch, there is also an advantage that the power supply of the sensor can be obtained from the power supply part of the switch.
第2發明係在第1發明中,
更進一步具備:
開通方向取得手段(例如,圖7的開通方向取得部206),其係從管理或是控制前述轉轍器的轉換方向或是前述道岔的開通方向(以下,包括稱為「開通方向」)的裝置,取得前述開通方向;
前述異常檢測手段,係使用規定出前述開通方向別的判定基準中,與取得了前述振動波資料之際的開通方向對應之判定基準,來進行異常檢測。The second invention is in the first invention,
Further equipped with:
The opening direction obtaining means (for example, the opening
根據第2發明,以使用規定出道岔的開通方向別之判定基準的方式,可以進行精度更好之道岔附近的鐵道設備的異常檢測。道岔係根據開通方向(定位/反位),為左右的2根轍尖軌條中,僅其中一方緊接到道岔主軌,另一方從道岔主軌遠離的狀態。亦即,在列車通過時產生在軌條的衝擊性的振動波,係左右2根的道岔主軌中,主要,是產生在轍尖軌條所緊接的一方的道岔主軌。2根道岔主軌隔著特定間隔設置,設置在每個道岔主軌之鐵道設備或其狀態為相異的緣故,所產生的衝擊性的振動波也相異。由此,以使用規定出道岔的開通方向別的判定基準的方式,可以區別並檢測出在定位側及反位側中哪一側的鐵道設備有異常。According to the second invention, the abnormality detection of the railway equipment near the turnout can be performed with better accuracy by using the criterion for determining the opening direction of the turnout. According to the opening direction (positioning/reverse position), the switch system is a state in which only one of the two point rails on the left and right is closely connected to the switch main rail, and the other is far away from the switch main rail. In other words, the shock wave generated on the rail when the train passes, the two main switch rails on the left and right are mainly generated on the switch main rail next to the point rail. The two turnout main rails are arranged at a specific interval. Because the railway equipment installed on each turnout main rail or the state is different, the shock vibration waves generated are also different. In this way, it is possible to distinguish and detect which side of the railroad equipment on the positioning side and the reverse side has an abnormality by using a determination criterion that defines the opening direction of the turnout.
第3發明係在第1或是第2發明中,
於前述檢測資料,含有列車通過了前述道岔之際的振動波資料;
該監視裝置更進一步具備:
行走速度算出手段(例如,圖7的行走速度算出部208),其係根據在前述檢測資料所含有的檢測位準的變動發生間隔,來算出通過列車的行走速度;
前述異常檢測手段,係使用規定出行走速度域別的判定基準中,與取得了前述振動波資料之際的行走速度對應之行走速度域的判定基準,來進行異常檢測。The third invention is in the first or second invention,
The aforementioned detection data contains vibration wave data when the train passes through the aforementioned switch;
The monitoring device further has:
Traveling speed calculation means (for example, the traveling
根據第3發明,以使用規定出列車的行走速度域別的判定基準的方式,可以進行精度更好之道岔附近的鐵道設備的異常檢測。在列車通過之際,列車的車輪通過道岔主軌與轍尖軌條的末端部之間的些微的段差因而在軌條產生衝擊性的振動波,但是因為在此之際的列車的行走速度所產生的衝擊性的振動為相異。由此,以使用規定出行走速度域別的判定基準的方式,可以進行精度更好之異常檢測。According to the third invention, the abnormality detection of the railway equipment near the turnout can be performed with better accuracy by using the criterion for determining the traveling speed range of the train. When the train passes, the wheels of the train pass through the slight step difference between the main rail of the switch and the end of the point rail, which generates shock vibration waves on the rail. However, because of the traveling speed of the train at this time The shock vibrations generated are different. As a result, it is possible to perform abnormality detection with higher accuracy by using a determination criterion that specifies the walking speed range.
第4發明係在第1~第3之任一個發明中,
更進一步具備:
環境資訊取得手段(例如,圖7的環境資訊取得部210),其係取得至少包含溫度的前述道岔的環境資訊;
前述異常檢測手段,係使用規定出了把取得作為前述環境資訊的值區分成複數個範圍的環境條件別之判定基準中,與取得了前述振動波資料之際的環境資訊對應的環境條件的判定基準,來進行異常檢測。The fourth invention is in any of the first to third inventions,
Further equipped with:
Environmental information obtaining means (for example, the environmental
根據第4發明,以使用規定出環境條件別的判定基準的方式,可以進行精度更好之道岔附近的鐵道設備的異常檢測。環境資訊例如是溫度、濕度、氣壓等。例如,鐵製的軌條因為溫度而伸縮是廣為人知,但是因為該軌條的伸縮,道岔的道岔主軌與轍尖軌條之緊接的程度為相異。作為其結果,在列車的車輪通過轍尖軌條的末端部之際所產生的衝擊性的振動波、或在轉轍器的轉換動作之際所產生的衝擊性的振動波為相異。為此,例如分成盛夏或隆冬及除此以外,以把判定基準規定成把取得的溫度區分為複數個範圍之溫度區域別的方式,可以進行考慮到了軌條的伸縮之制度良好的異常檢測。According to the fourth invention, the abnormality detection of the railway equipment near the turnout can be performed with better accuracy by using the determination criteria that prescribes the environmental conditions. The environmental information is, for example, temperature, humidity, and air pressure. For example, it is widely known that iron rails expand and contract due to temperature, but because of the expansion and contraction of the rails, the degree of close contact between the main rail of the switch and the point rail is different. As a result, the shock wave generated when the wheels of the train pass the tip portion of the point rail and the shock wave generated when the switch is switched are different. For this purpose, for example, it is divided into midsummer or midwinter and other than that, and the determination criterion is defined as the temperature zone that divides the acquired temperature into a plurality of ranges, and it is possible to perform abnormality detection with a good system that takes into account the expansion and contraction of the rail.
第5發明係在第1~第4之任一個發明中,
更進一步具備:
警報訊號輸出手段(例如,圖7的警報訊號輸出部214),其係在前述異常檢測手段檢測出了複數次異常的情況下,輸出特定的警報訊號。The fifth invention is in any of the first to fourth inventions,
Further equipped with:
The alarm signal output means (for example, the alarm
根據第5發明,在檢測到了複數次異常的情況下,輸出特定的警報訊號的緣故,可以把道岔附近的鐵道設備的異常或其兆候快速報知到警報訊號的輸出處。According to the fifth invention, when a plurality of abnormalities are detected, a specific alarm signal is output, so that abnormalities or signs of railway equipment near the turnout can be quickly notified to the output of the alarm signal.
第6發明係第1~第5之任一個發明中,
前述振動波資料取得手段具有:根據前述振動波資料的波形,判別列車通過所致之振動波與轉換動作時的振動波之判別手段(例如,圖7的振動類別判別部204)。The sixth invention is one of the first to fifth inventions,
The vibration wave data acquisition means includes a discrimination means (for example, the vibration
根據第6發明,可以判別列車通過所致之振動波、以及轉轍器的轉換動作時的振動波。一般,列車通過所致之振動波,係在列車的車輪通過轍尖軌條的末端部之際發生衝擊性的振動,所以是與列車所具有的車輪的數目(輪軸數)相等的數目的衝擊性的振動斷斷續續的發生之波形。而且,轉轍器的轉換動作時的振動波,乃是期間的長度相當於轉換動作時間之大致恆定時間,而且,在轍尖軌條離開道岔主軌時以及緊接時發生衝擊性的振動的緣故,所以是在該期間之最初與最後發生了衝擊性的振動之波形。從而,列車通過所致之振動波,係成為具有與列車的車輪數目相應之衝擊性的振動之波形,轉換動作時的振動波,係成為具有期間中最初與最後之總計2次的衝擊的振動之波形,波形形狀明顯相異。如此,從振動波資料的波形,可以判別列車通過所致之振動波與轉換動作時的振動波。According to the sixth invention, it is possible to discriminate the vibration wave caused by the passing of the train and the vibration wave during the switching operation of the switch. Generally, the vibration wave caused by the passing of the train is the shock vibration that occurs when the wheels of the train pass the end of the track rail, so it is the same number of shocks as the number of wheels (the number of axles) of the train. The waveform of the intermittent occurrence of sexual vibration. In addition, the vibration wave during the switching operation of the switch has a period of approximately constant time equivalent to the switching operation time, and shock vibration occurs when the point rail leaves the main rail of the switch and immediately thereafter. For this reason, it is the waveform of shock vibration that occurred at the beginning and the end of the period. Therefore, the vibration wave caused by the passing of the train becomes a waveform of shock vibration corresponding to the number of wheels of the train, and the vibration wave during the switching operation becomes a vibration with a total of two shocks at the first and last time in the period. The waveform and the shape of the waveform are obviously different. In this way, from the waveform of the vibration wave data, the vibration wave caused by the passing of the train and the vibration wave during the conversion operation can be distinguished.
第7發明係在第6發明中, 前述振動波資料取得手段,係在經由前述判別手段判別為轉換動作時的振動波的情況下,從前述檢測資料取得轉換動作時振動波資料,在經由前述判別手段判別為列車通過時的振動波的情況下,從前述檢測資料取得列車通過時振動波資料; 前述異常檢測手段,係在經由前述判別手段判別為轉換動作時的振動波的情況下,使用與轉換動作有關的判定基準來進行異常檢測,在經由前述判別手段判別為列車通過時的振動波的情況下,使用與列車通過有關的判定基準來進行異常檢測。The seventh invention is in the sixth invention, The aforementioned vibration wave data acquisition means is to obtain the vibration wave data during the conversion operation from the detection data when the vibration wave data during the conversion operation is determined by the aforementioned discrimination means, and the vibration wave data during the conversion operation is determined by the aforementioned discrimination means as the vibration wave when the train passes. In the case of the above-mentioned detection data, obtain the vibration wave data when the train passes through; The aforesaid abnormality detection means uses the determination criteria related to the conversion operation to perform abnormality detection when it is determined as the vibration wave during the conversion operation by the aforementioned determination means, and when the vibration wave is determined as the vibration wave during the passage of the train by the aforementioned determination means In this case, the abnormality detection is performed using the judgment criteria related to the passage of the train.
根據第7發明,藉由判別手段判別列車通過所致之振動波與轉換動作時的振動波的緣故,根據其判別結果靈活運用分別與列車通過及轉換動作時有關的判定基準,藉此,可以進行精度更好之道岔附近的鐵道設備的異常檢測。According to the seventh invention, the vibration wave caused by the passage of the train and the vibration wave during the conversion operation are determined by the discrimination means, and the determination criteria related to the passage and the conversion operation of the train can be flexibly used based on the determination results. Carry out anomaly detection of railway equipment near the turnout with better accuracy.
以下,參閱圖面,說明有關本發明的適合的實施方式。尚且,並非藉由以下說明的實施方式來限定本發明,可以適用本發明的型態也不被限定在以下的實施方式。而且,圖面的記載中,對相同元件賦預相同元件符號。Hereinafter, referring to the drawings, suitable embodiments of the present invention will be described. In addition, the present invention is not limited by the embodiments described below, and the form in which the present invention can be applied is not limited to the following embodiments. In addition, in the description of the drawings, the same reference numerals are assigned to the same elements.
[系統構成]
圖1是本實施方式中的監視裝置的適用例。如圖1表示,監視裝置1透過通訊網路N,與分別對應並設置到各轉轍器10之複數個計測終端20,連接成可以通訊。[System Components]
FIG. 1 is an application example of the monitoring device in this embodiment. As shown in Fig. 1, the
轉轍器10為使用電動馬達作為動力源之電動轉轍器,用離合器把電動馬達的旋轉輸出傳遞到轉換齒輪群,在藉由轉換齒輪群變換成適切的力矩到轉換機構的驅動之下,藉由轉換機構所致之動作桿的直線運動使轍尖軌條轉換移動,使鋪設在軌道的道岔轉換成定位/反位,進行這一連串的轉換動作。The
轉轍器10的轉換動作藉由控制終端30來控制。控制終端30,係根據連動裝置40所輸出的道岔的轉換指令,掌管控制電動馬達的旋轉方向、或旋轉動作的開始及停止之電動馬達的驅動控制。於連動裝置40所輸出的轉換指令,包含道岔的開通方向(定位/反位)、以及轉換開始的指示。控制終端30係在藉由轉換指令而被指示的轉換開始的時序下,驅動控制電動馬達,使得以為了達成被指示的開通方向而控制電動馬達的旋轉方向使轍尖軌條的轉換開始。The switching operation of the
而且,於轉轍器10,可以把振動感測器12及環境感測器14,內建於框體或是外掛。振動感測器12為檢測在轉轍器10產生出的振動波之感測器,例如,可以藉由加速度感測器來實現。環境感測器14為檢測轉轍器10的設置處周邊的溫度或濕度、氣壓等的環境資訊之感測器,例如,可以藉由溫度感測器、濕度感測器、氣壓感測器等來實現。轉轍器10設置在道岔的附近,所以,設置在轉轍器10的環境感測器14檢測著道岔的鋪設處周邊的環境資訊。振動感測器12及環境感測器14所致之檢測資料係隨時輸出到所對應的計測終端20。而且,振動感測器12及環境感測器14、以及計測終端20的電源,係從轉轍器10的動作電源來取得。Moreover, in the
計測終端20係設置在所對應的轉轍器10的附近,把設在該轉轍器10的振動感測器12及環境感測器14所致之檢測資料,發送到監視裝置1。計測終端20具有:計測資料產生部22、收發訊部24、以及計時部26。計測資料產生部22係把振動感測器12及環境感測器14所致之檢測資料,來與檢測時間、或從控制終端30輸入的控制狀況資訊、所對應的轉轍器10的轉轍器ID等對應關聯,藉此,產生計測資料。收發訊部24透過通訊網路N,進行與監視裝置1之所謂的外部裝置之資料的收發訊。例如,把藉由計測資料產生部22所產生出的計測資料,發送到監視裝置1。計時部26係對現在日期時間、或從指定時序開始的經過時間,進行計時。The
監視裝置1,係實現作為集中監視包含轉轍器10的鐵道設備之鐵道設備監視系統的一個或者是中央裝置的一功能。監視裝置1係針對每個轉轍器10,根據從所對應的計測終端20接收到的被包含在計測資料的振動感測器12或環境感測器14的檢測資料,監視藉由該轉轍器10來轉換的道岔附近的鐵道設備的狀態,檢測其異常。The
圖2、圖3為表示成為監視裝置1的監視對象之道岔附近的鐵道設備的概略構成的其中一例之圖。圖2為相對於列車的進行方向之垂直剖視圖,圖3為俯視圖。如圖2、圖3表示,本實施方式的軌道為道碴軌道,乃是於在土堤路基62鋪滿道碴(碎石)而形成的道碴道床61之上,鋪設用鉤頭道釘等的軌條緊固裝置把軌條50固定到軌枕60之軌框之構造。尚且,不限於道碴軌道,也可以是平板軌道之其他的軌道。而且,鋪設用於使軌道分叉的道岔52,在該道岔52的附近,設置轉換該道岔52的轍尖軌條56之轉轍器10。包含這些的道岔主軌或轍尖軌條56之軌道(道床)、或是使轍尖軌條56轉換之轉轍器10、與轉轍器10連接之轉轍拉桿等,乃是成為監視裝置1的監視對象,為道岔附近的鐵道設備。2 and 3 are diagrams showing one example of the schematic configuration of the railway equipment in the vicinity of the turnout to be monitored by the
[異常檢測的原理]
說明有關監視裝置1所致之道岔52的附近的鐵道設備的異常檢測。道岔52是在列車通過時,藉由轉轍器10讓轍尖軌條56成為緊接或固定到道岔主軌54之狀態(鎖定),但是為物理性的2根軌條的緣故,道岔主軌54與轍尖軌條56之緊接部分係在高度或側面等的外形整體中無法成為完全滑順地連續的狀態,道岔主軌54與轍尖軌條56的末端部56a之間是有些許的“段差”之狀態。該道岔主軌54與轍尖軌條56的末端部56a之段差係僅僅為不妨礙列車的行走之程度,但是,在列車的車輪通過時,在軌條產生衝擊性的振動。在軌條產生出的衝擊性的振動,係傳遞到與轍尖軌條56連結之轉轍器10,藉由設在該轉轍器10之振動感測器12而被檢測到。亦即,振動感測器12,係檢測在列車通過設置了該振動感測器12之轉轍器10所轉換的道岔52之際的衝擊性的振動。[Principle of anomaly detection]
The abnormal detection of the railway equipment in the vicinity of the
在列車通過道岔52之際產生的衝擊性的振動波,係因道岔52的附近的鐵道設備的狀態而異。亦即,在道碴軌道,因為反覆的列車通過,會徐徐地產生道碴的磨耗或下沉、固定軌條與軌枕的緊固裝置的鬆弛等所致之軌道變位。包含道岔主軌或轍尖軌條56之軌道(道床)、或使轍尖軌條56轉換之轉轍器10、與轉轍器10連接的轉轍拉桿等的道岔52的附近的鐵道設備,係因為軌道變位等的要因而對轉轍器10的振動增加,經此,會產生閉鎖偏差、轍尖軌條56的緊接不良、地板接觸阻抗增大所致之轉換力增加等的異常。因為該異常,在列車通過時產生在軌條的衝擊性的振動會有不同。監視裝置1,藉由振動感測器12檢測到之在列車通過時產生在軌條的衝擊性的振動波的不同,檢測道岔52的附近的鐵道設備的異常。The shock wave generated when the train passes through the
圖4為表示在列車通過時所檢測的振動波的概略波形之圖。於圖4的上部,表示把進行方向作為左側而進行的列車,於圖4的下部,表示藉由1次的列車通過所取得的振動波資料。振動波資料係表示橫軸為時間,縱軸為振動感測器12所致之檢測位準之訊號波形。如上述,在列車的車輪通過轍尖軌條的末端部56a的時序下,在軌條發生衝擊性的振動。列車係構成具有複數個車輪,所以與列車所具有的車輪的數目(車軸數目)相當的次數的衝擊性的振動間歇地發生。1編成的列車的通過所致之振動波,乃是在車輪通過轍尖軌條的末端部56a的時序下,發生檢測位準大幅變動的振動,之後隨著時間經過而檢測位準衰減之波形。亦即,1次的列車通過所致之振動波資料,係成為具有僅為構成該列車的車輪的數目之衝擊性的振動之波形。Fig. 4 is a diagram showing a schematic waveform of a vibration wave detected when a train passes. The upper part of FIG. 4 shows the train moving with the direction of travel as the left side, and the lower part of FIG. 4 shows the vibration wave data obtained by one train passing. The vibration wave data shows that the horizontal axis is time, and the vertical axis is the signal waveform of the detection level caused by the
圖5為說明基於振動波資料之異常檢測的程序之圖。監視裝置1係對1次的列車通過所致之振動波資料進行訊號解析,把藉由訊號解析所得到的解析資料,來與基準解析資料做比較,藉此,進行異常檢測。在本實施方式中,為了抽出、比較衝擊性的振動成分,作為訊號解析,進行FFT轉換或小波轉換之頻率解析,得到頻率成分的資料作為解析資料。基準解析資料乃是對基準振動波資料,用相同的手法進行訊號解析所得到的資料。基準振動波資料乃是與作為異常檢測的對象相同,是與轉轍器10有關的振動波資料,例如,滿足了剛完成保養檢修等所定出的基準之狀態,亦即,成為在視為沒有異常的狀態下所取得的判定基準之振動波資料。Fig. 5 is a diagram illustrating the procedure of anomaly detection based on vibration wave data. The
如上述般,因為與道岔52的附近的鐵道設備的狀態的不同,於列車通過時產生在軌條的衝擊性的振動產生不同。振動的不同係表示作為頻率成分或其大小的不同。為此,進行頻率解析作為對振動波資料的訊號解析,可以以比較在該衝擊性的振動所包含的頻率成分的方式來實現。作為解析資料與基準解析資料之具體的比較手法,係例如,是有把表示頻率成分值的圖表使用作為“影像”,藉由匹配處理來求出一致的程度之方法,或判定表示波峰(成分值為特定值以上)的頻率成分是否為一致之方法。As described above, because of the difference in the state of the railroad equipment in the vicinity of the
順便一說,在道岔中,根據開通方向(定位/反位),左右的2根轍尖軌條中,其中一方的轍尖軌條成為緊接到道岔主軌之緊接側,另一方的轍尖軌條成為從道岔主軌離開之開口側。接著,藉由轍尖軌條的轉換讓道岔的開通方向相反的話,緊接側與開口側成為相反,其中一方的轍尖軌條成為開口側,另一方的轍尖軌條成為緊接側。亦即,藉由列車通過所產生的衝擊性的振動,係藉由車輪通過道岔主軌與轍尖軌條的末端部之間的“段差”的方式所產生,主要是,產生在左右的2根轍尖軌條中,緊接側的轍尖軌條。而且,左右的2根道岔主軌,係設置在其鋪設處附近的鐵道設備或其狀態為相異。為此,依道岔的開通方向別,可以進行鐵道設備的異常檢測者為適合。By the way, in a switch, according to the opening direction (positioning/reverse position), of the two left and right switch point rails, one of the switch point rails becomes the side immediately adjacent to the main rail of the switch, and the other The point rail becomes the opening side away from the main rail of the switch. Next, if the opening direction of the switch is reversed by switching the point rails, the immediately adjacent side and the opening side become opposite, and one of the point rails becomes the open side, and the other point rail becomes the immediately adjacent side. That is, the shock vibration generated by the passing of the train is generated by the way that the wheels pass through the "step difference" between the main rail of the switch and the end of the point rail, mainly generated on the left and right sides. Among the rut-tip rails, the rut-tip rails on the side are next to each other. In addition, the two main switch rails on the left and right are the railway equipment installed near the place where they are laid or their condition is different. For this reason, it is suitable for those who can detect abnormalities of railway equipment according to the opening direction of the turnout.
而且,藉由列車通過所產生的衝擊性的振動,係藉由車輪通過道岔主軌與轍尖軌條的末端部的段差之際的衝擊所產生,但是,因為列車的行走速度,車輪通過該段差之際的衝擊的程度會有所不同。為此,依列車的行走速度別,進行鐵道設備的異常檢測者為適合。具體方面,考慮到線務段的限制速度或前進路徑等規定出複數個行走速度域,依行走速度域別進行鐵道設備的異常檢測。In addition, the shock vibration generated by the passing of the train is caused by the impact when the wheels pass through the step difference between the main rail of the switch and the end of the point rail. However, due to the traveling speed of the train, the wheels pass through the The degree of impact will be different during a gap. For this reason, it is suitable to perform abnormal detection of railway equipment according to the traveling speed of the train. Specifically, considering the speed limit or the forward path of the line section, a plurality of travel speed domains are specified, and the abnormality detection of the railway equipment is carried out according to the travel speed domain.
列車的行走速度,係可以從振動波資料來求出。如圖4所示,振動波資料,係成為在車輪通過轍尖軌條的末端部56a的時序下檢測位準會大幅變動,之後檢測位準會衰減之波形。為此,從檢測位準的變化,可以判斷車輪通過了轍尖軌條的末端部56a的時序。具體方面,事先規定出在車輪通過轍尖軌條的末端部56a之際所產生估計的檢測位準的大小作為列車通過振動閾值,以檢測位準達到該列車通過振動閾值的方式,來判斷列車的車輪通過了轍尖軌條的末端部56a。列車係構成具有複數個車輪,所以藉由1次的列車的通過,檢測位準之大幅的變動(衝擊性的振動)會有複數次斷斷續續地發生。接著,列車中的車輪的間隔為已知,所以通過時序的時間間隔也就是變動發生間隔,所以可以求出列車的行走速度。The traveling speed of the train can be obtained from the vibration wave data. As shown in FIG. 4, the vibration wave data is a waveform in which the detection level changes greatly at the timing when the wheel passes through the
具體方面,相同臺車內的車輪(車軸)間隔或1車輛的臺車間隔幾乎是恆定,所以例如,從振動波中最初的2個檢測位準的大幅的變動的發生間隔(相當於連續2個車輪的通過時間)與車輪間隔可以求出列車速度。或者是,從振動波中最初的4個檢測位準的大幅的變動的發生間隔與臺車間隔可以求出列車速度。亦即,4個變動中,最初的2個變動相當於最初的臺車的通過,其次的2個變動相當於其次的臺車的通過,可以求出列車速度。或者是,從振動波中最初與最後的檢測位準的大幅的變動的發生間隔、以及振動波中的檢測位準的大幅的變動的發生次數,也可以求出列車速度。亦即,最初與最後的變動的發生間隔相當於列車的通過時間,而且,變動的發生次數相當於列車整體下的車輪的數目(輪軸數目),所以從1車輛所具有的車輪的數目求出列車的編成車輛數目,從編成車輛數與車輛長求出列車長度。Specifically, the wheel (axle) interval in the same trolley or the trolley interval of a vehicle is almost constant. Therefore, for example, from the first two detection levels in the vibration wave, the interval between the occurrence of large fluctuations (equivalent to continuous two The passing time of each wheel and the distance between the wheels can be used to find the train speed. Alternatively, the train speed can be obtained from the interval between the occurrence of the first four large changes in the detection level in the vibration wave and the interval between the trolleys. That is, among the four fluctuations, the first two fluctuations correspond to the passage of the first trolley, and the second two fluctuations correspond to the passage of the second trolley, and the train speed can be obtained. Alternatively, the train speed can also be obtained from the occurrence interval of the first and last large fluctuations in the detection level in the vibration wave, and the number of occurrences of large fluctuations in the detection level in the vibration wave. That is, the interval between the occurrence of the first and last changes corresponds to the passing time of the train, and the number of occurrences of changes corresponds to the number of wheels (the number of axles) under the entire train, so it is calculated from the number of wheels in a vehicle For the number of trains, the length of the train is calculated from the number of trains and the length of the train.
而且,也因為溫度或濕度、氣壓之道岔的環境資訊,在車輪通過轍尖軌條的末端部之際產生的衝擊的程度為相異。例如,鐵製的軌條,係因為環境資訊之一也就是溫度而伸縮膨脹這一點是廣為人知。因為軌條的伸縮膨脹,道岔主軌與轍尖軌條的末端部之間隔(緊接的程度)會有變化,所以道岔主軌與轍尖軌條的末端部的段差的程度為相異,車輪通過該段差之際的衝擊的程度(振動波的檢測位準或頻率成分)為相異。為此,希望考慮到道岔主軌與轍尖軌條的末端部的緊接的程度等而規定出複數個溫度區域,依溫度區域別進行鐵道設備的異常檢測。In addition, because of the temperature, humidity, and atmospheric pressure of the switch environment information, the degree of impact generated when the wheel passes through the end of the point rail is different. For example, it is widely known that iron rails expand and contract because of temperature, which is one of environmental information. Because of the expansion and contraction of the rail, the distance between the main rail of the switch and the end of the point rail (the degree of closeness) will change, so the degree of the difference between the main rail of the switch and the end of the point rail is different. The degree of impact (the detection level or frequency component of the vibration wave) when the wheel passes through the step is different. For this reason, it is desirable to specify a plurality of temperature zones in consideration of the closeness of the switch main rail and the tip of the point rail, and to perform abnormal detection of railway equipment according to the temperature zone.
而且,關於其他的環境資訊也就是濕度或氣壓也是同樣。濕度或氣壓,係因為晴天或雨天之氣候而會有變化,但是藉由該變化,鋪設在軌條之下的道碴道床的彈性係數會有變化,所以在車輪通過轍尖軌條的末端部之際所產生的振動波的衰減的程度(檢測位準或頻率成分)為相異。為此,例如,考慮到道碴道床的彈性係數而規定出複數個濕度域或氣壓域,依濕度域或氣壓域別進行鐵道設備的異常檢測者為適合。Moreover, the same is true for other environmental information, namely humidity or air pressure. Humidity or air pressure changes due to the weather in sunny or rainy days. However, due to this change, the elastic coefficient of the ballast bed laid under the rails will change, so when the wheels pass through the end of the rut rail The degree of attenuation (detection level or frequency component) of the vibration wave generated at this time is different. For this reason, for example, a plurality of humidity domains or air pressure domains are specified in consideration of the elastic coefficient of the ballast bed, and it is suitable to perform abnormality detection of railway equipment according to the humidity domain or air pressure domain.
從而,事先,作為振動波資料的檢測時的條件,依道岔的開通方向、列車的行走速度域、環境條件的組合別準備振動基準資料,使用與檢測到了振動波資料時的道岔的開通方向、列車的行走速度、環境資訊的組合對應之振動基準資料,進行鐵道設備的異常檢測。環境條件為區分了從溫度或濕度、氣壓等的環境資訊所取得的值之複數個範圍,符合溫度區域或濕度域、氣壓域等。Therefore, in advance, as a condition for detecting vibration wave data, prepare vibration reference data according to the combination of the opening direction of the switch, the traveling speed range of the train, and the environmental conditions, and use the opening direction of the switch when the vibration wave data is detected. The vibration reference data corresponding to the combination of train traveling speed and environmental information is used for abnormal detection of railway equipment. Environmental conditions are multiple ranges of values obtained from environmental information such as temperature, humidity, and air pressure, and correspond to temperature zones, humidity zones, and atmospheric pressure zones.
用設在轉轍器10的振動感測器12檢測的振動方面,作為不在列車通過時的振動,包含該轉轍器10的轉換動作所致之振動。該轉換動作所致之振動波,係主要經由接下來的2個方法,可以與列車通過時的振動波有所區別。The vibration detected by the
第1個方法為從振動波的波形的特徵來區別的方法。圖6為表示在轉轍器10的轉換動作之際檢測的振動波的概略波形之圖。在圖6中,橫軸為時間,縱軸為振動感測器12所致之檢測位準,表示藉由1次的轉換動作所取得的振動波資料的訊號波形。如圖6表示,在轉轍器10的轉換動作中,轍尖軌條從道岔主軌離開之最初的恆定時間、以及轍尖軌條接觸、緊接到道岔主軌之最後的恆定期間中,檢測位準大幅變動。而且,1次的轉換動作所需要的時間(期間),係對每個轉轍器每為大致恆定。相對於此,列車通過所致之振動波(參閱圖4),係在列車的車輪通過轍尖軌條的末端部的時序下在軌條發生衝擊性的振動,所以成為具有僅列車所具有的車輪的數目(車軸數目)的衝擊性的振動之波形。而且,1編成的列車的通過所需要的時間,係相應於列車的行走速度而變化。為此,振動波形的期間的長度為相當於預先規定出的轉轍器的轉換時間之時間,而且,若為在該期間的最初與最後發生衝擊性的振動之波形的話,是可以判斷是轉換動作時的振動波。而且,若為複數個衝擊性的振動波斷斷續續地發生之波形的話,是可以判斷是列車通過所致之振動波。如此,從振動波的期間的長度、檢測位準之大幅的衝擊性的振動波的發生時序之振動波的波形的特徵,可以區別列車通過時的振動波、以及轉轍器的轉換動作所致之振動波。The first method is a method of distinguishing from the characteristics of the waveform of the vibration wave. FIG. 6 is a diagram showing a schematic waveform of the vibration wave detected during the switching operation of the
第2個方法為從管理或是控制轉轍器10的轉換方向或是道岔的開通方向之裝置取得並進行區別/判別的方法。如上述,轉轍器10的轉換動作藉由控制終端30來控制(參閱圖1)。控制終端30,係根據連動裝置40所輸出的道岔的轉換指令,掌管包含電動馬達的旋轉方向、或旋轉動作的開始及停止之電動馬達的驅動控制。於轉換指令,包含道岔的開通方向(定位/反位)、以及轉換開始的指示,控制終端30係轉轍器10的轉換完畢的話,將其旨通知到連動裝置40。從而,從控制終端30取得與轉轍器10的轉換方向、或轉換動作的開始及完畢的時序有關的資訊,藉此,可以判別是轉轍器10的轉換動作所致之振動波。或者是,連動裝置40中,取得對控制終端30之道岔的轉換指令(包含道岔的開通或轉換開始的指示),藉此,可以判別是轉轍器10的轉換動作所致之振動波。The second method is a method of obtaining and distinguishing/judging from a device that manages or controls the switching direction of the
接著,有關轉轍器10的轉換動作所致之振動波資料也同樣,可以進行使用了成為判定基準之基準振動波資料之異常檢測。具體方面,與列車通過所致之振動波資料同樣,作為訊號解析進行FFT轉換或小波轉換之頻率解析,把所得到的解析資料來與基準解析資料做比較。或者是,也可以不進行訊號解析,把振動波資料本身來與基準振動波資料做比較。若是為相同的轉轍器10的話,藉由每次的轉換動作所得到的振動波資料係成為大致相同的波形。從轉轍器10的轉換動作所致之振動波資料,係更進一步,可以檢測該轉轍器10的異常。亦即,藉由轉轍器10的電動馬達的動作狀態、或該轉轍器10所轉換的道岔的轍尖軌條滑動的地板的狀態(鏽等),藉由振動感測器12所檢測到的振動波為相異。Next, the same applies to the vibration wave data caused by the switching operation of the
[功能構成]
圖7為表示監視裝置1的功能構成之方塊圖。根據圖7,監視裝置1具備:操作部102、顯示部104、音輸出部106、通訊部108、處理部200、以及記憶部300,可以構成作為一種電腦。[Functional composition]
FIG. 7 is a block diagram showing the functional structure of the
操作部102係例如用按鈕開關或觸控面板,鑰匙盤等的輸入裝置來實現,把與所做的操作對應的操作訊號輸出到處理部200。顯示部104係例如用LCD(Liquid Crystal Display)或觸控面板等的顯示裝置來實現,進行與來自處理部200的表示訊號相應之各種顯示。音輸出部106係例如用揚聲器等的音輸出裝置來實現,進行與來自處理部200的音訊號相應之各種音輸出。通訊部108係例如用有線或者是無線所致之通訊裝置來實現,透過通訊網路N來與各計測終端20進行通訊。The operation unit 102 is realized by an input device such as a button switch, a touch panel, a key pad, etc., and outputs an operation signal corresponding to the operation performed to the
處理部200係例如用CPU(Central Processing Unit)等的演算裝置來實現,根據記憶在記憶部300的程式或資料等,進行對構成監視裝置1的各部之指示或資料轉送,進行監視裝置1的整體控制。而且,處理部200係以執行記憶在記憶部300的軌道狀態監視程式302的方式,作為振動波資料取得部202、開通方向取得部206、行走速度算出部208、環境資訊取得部210、異常檢測部212、警報訊號輸出部214之各功能區塊發揮功能。但是,這些功能方塊,也可以藉由ASIC(Application Specific Integrated Circuit)或FPGA(Field Programmable Gate Array)等來構成作為分別獨立的演算電路。The
處理部200,係就有關監視裝置1決定監視對象之全部的轉轍器10,藉由記憶在記憶部300的轉轍器管理資料310來管理。轉轍器管理資料310係依每個轉轍器10所產生,儲存:識別該轉轍器10之轉轍器ID311、設置處312、機器形式313、設置該轉轍器10之際的施工手法314、取得振動波資料320、判定基準資料330、以及警報輸出條件315。The
取得振動波資料320,乃是從設置在該轉轍器10的振動感測器12所致之檢測資料取得之該轉轍器10所轉換的道岔之1次的列車通過,或者是,與該轉轍器10的1次的轉換動作所致之振動波資料相關的資料,依每個1次份的振動波資料而產生。Obtaining the
於圖8,表示取得振動波資料320的其中一例。根據圖8,取得振動波資料320係依每個1次份的振動波資料而產生,儲存:識別該振動波資料之資料編號321、檢測日期時間322、振動波資料323、振動類別324、檢測時狀況325、解析資料326、比較基準編號327、以及檢測結果328。In FIG. 8, one example of obtaining the
表示振動類別324為列車通過所致之振動波,還是轉轍器的轉換動作所致之振動波,根據振動類別判別部204來判定。檢測時狀況325為振動波資料的檢測時的狀況,振動類別為列車通過的話,包含道岔的開通方向、或通過列車的行走速度、環境感測器14所致之環境資訊,振動類別為轉換動作的話,包含轉轍器的轉換方向、或環境感測器14所致之環境資訊。解析資料326乃是對振動波資料323進行特定的訊號解析所得到的資料。在本實施方式中,作為訊號解析,進行FFT轉換或小波轉換之頻率解析,得到頻率成分的資料作為解析資料326。比較基準編號327係表示在基於振動波資料323的異常檢測之際所用的判定基準。規定判定基準作為判定基準資料330。檢測結果328為基於振動波資料323之異常檢測的結果,例如,儲存異常檢測的有無。Whether the
回到圖7,判定基準資料330為與在進行基於振動波資料323的異常檢測之際所用的判定基準有關的資料,依每個振動波資料323的檢測時的狀況準備複數個。於圖9,表示判定基準資料330的其中一例。根據圖9,判定基準資料330係依每個判定基準所產生,儲存識別該判定基準之基準編號331、振動類別332、選定條件333、以及基準解析資料334。Returning to FIG. 7, the
振動類別332係表示該判定基準被用於異常檢測之振動波資料的振動類別。選定條件333為選定該判定基準之條件。具體方面,若振動類別332為列車通過的話,為道岔的開通方向、列車的行走速度域、環境條件的組合,若振動類別332為轉換動作的話,為轉轍器的轉換方向、環境資訊的組合。基準解析資料334乃是對滿足選定條件333的狀況中檢測出的基準振動波資料進行特定的訊號解析而得到的資料。基準振動波資料為設置在該轉轍器的振動感測器所檢測出的振動波資料,例如,滿足了剛完成保養檢修等的所定出的基準之狀態,亦即,成為視為沒有異常的狀態下所檢測到的振動波資料。The
回到圖7,警報輸出條件315,乃是在符合的轉轍器10或設置在該轉轍器10所轉換的道岔附近的鐵道設備,視為有異常或者是有其兆候,進行輸出特定的警報訊號到裝置外部之條件。具體方面,警報輸出條件315為基於有關各個振動波資料的異常檢測的檢測結果328之條件,例如,規定出檢測結果連續為“有異常”的次數也就是連續異常檢測次數、或進行了異常檢測的次數之檢測結果為“有異常”的次數的比例也就是異常檢測比例的閾值。Returning to Fig. 7, the
振動波資料取得部202,係從檢測設置在轉轍器的振動波之感測器的檢測資料,取得列車通過了根據轉轍器而被轉換的道岔之際的列車通過時振動波資料。而且,振動波資料取得部202具有:振動類別判別部204。振動類別判別部204,係根據感測器的檢測波形,判別是列車通過所致之振動波還是轉換動作時的振動波(參閱圖4、圖6)。振動波資料取得部202,係從經由振動類別判別部204判別為轉換動作時的振動波之情況下的檢測資料,取得轉換動作時振動波資料。The vibration wave
具體方面,振動波資料取得部202,係從計測終端20,取得包含設置在所對應的轉轍器10之振動感測器12或環境感測器14所致之檢測資料、該檢測資料的檢測日期時間、以及該轉轍器10的轉轍器ID等之計測資料。接著,從在計測資料所包含的振動感測器12的檢測資料,取得道岔的列車通過、或者是轉轍器的轉換動作所致之振動波資料的話,產生與該振動波資料有關的取得振動波資料320。Specifically, the vibration wave
列車通過所致之振動波、與轉轍器的轉換動作所致之振動波之判別,係在振動類別判別部204進行。振動類別判別部204,係根據從振動感測器12的檢測資料所取得的振動波資料的波形,判別列車通過所致之振動波、以及轉轍器的轉換動作所致之振動波。亦即,對於振動感測器12所致之時序的檢測資料,把包含複數個檢測位準為大的衝擊性的振動之期間的檢測資料,判別為列車通過所致之振動波。而且,是為決定出作為轉轍器10的轉換動作所需要的轉換時間的長度的期間的檢測資料,把包含在該期間的最初與最後之檢測位準大的衝擊性的振動波形之期間的檢測資料,判別為轉轍器的轉換動作所致之振動波。列車通過振動閾值,為事先規定出在列車的車輪通過轍尖軌條的末端部之際所產生估計的檢測位準的最小的大小(參閱圖4)。而且,轉換動作振動閾值,為事先規定出在轉轍器10的轉換動作之際所產生估計的檢測位準的最小的大小(參閱圖6)。The vibration wave caused by the passing of the train and the vibration wave caused by the switching action of the switch are discriminated in the vibration
或者是,振動類別判別部204係也可以在藉由開通方向取得部206取得了轉轍器為轉換動作中之情況下,把該轉換動作中的期間中的振動感測器的檢測資料,判別為轉換動作所致之振動波。Alternatively, the vibration
開通方向取得部206,係從管理或是控制轉轍器10的轉換方向或是道岔的開通方向,取得開通方向。具體方面,從控制轉轍器10的轉換動作的控制終端30,取得該轉轍器10的轉換方向、或與轉換動作的開始及完畢的時序有關的資訊。控制終端30係設置在控制對象的轉轍器10的附近,由此,計測終端20取得與該轉轍器的轉換控制有關的資訊,包含到計測資料並發送到監視裝置1,藉此,開通方向取得部206可以在轉轍器取得轉換方向。或者是,可以從連動裝置40,取得對控制終端30之道岔的轉換指令(包含道岔的開通方向或轉換開始的指示)。The opening
行走速度算出部208,係根據包含在檢測資料之檢測位準的變動發生間隔,算出通過列車的行走速度。亦即,列車通過道岔之際的振動波資料,乃是在該列車的車輪通過轍尖軌條的末端部之際所產生的衝擊性的振動,具複數個檢測位準大的變動。從該變動的時間間隔也就是變動發生間隔、以及列車中的車輪的間隔,算出列車的行走速度。例如,從與1個列車通過有關的最初的變動發生間隔(超過了正側的列車通過振動閾值之時序的時間差:圖4表示的變動發生間隔)、以及相同臺車內的前後的車輪間隔(長度),算出列車的行走速度。The traveling
環境資訊取得部210係取得至少包含溫度之道岔的環境資訊。具體方面,取得設置在轉轍器10的環境感測器14所致之檢測資料,作為該轉轍器10轉換的道岔的環境資訊。環境感測器14例如是溫度感測器、濕度感測器、氣壓感測器等,取得道岔52的鋪設處的周邊的溫度、濕度、氣壓等,作為環境資訊。The environmental
異常檢測部212係根據振動波資料,檢測道岔附近的鐵道設備的異常。異常檢測,係使用規定出開通方向別的判定基準中與取得振動波資料之際的開通方向對應的判定基準,來進行。或者是,使用規定出行走速度域別的判定基準中與取得了振動波資料之際的行走速度對應之行走速度域的判定基準,來進行異常檢測。或者是,使用依把作為環境資訊所取得的值區分成複數個範圍之環境條件別所規定出的判定基準中與取得了振動波資料之際的環境資訊對應之環境條件的判定基準,來進行異常檢測。而且,根據列車通過時振動波資料或轉換動作時振動波資料,檢測道岔附近的鐵道設備的異常。The
亦即,異常檢測部212,係根據藉由振動波資料取得部202所取得的振動波資料,進行使用了與該振動波資料的檢測時的狀況對應的判定基準之異常檢測。具體方面,進行對振動波資料之特定的訊號解析(例如,FFT轉換之頻率解析等),得到解析資料。接著,若為列車通過所致之振動波資料(列車通過時振動波資料)的話,作為檢測時狀況,選定與滿足了道岔的開通方向、通過列車的行走速度、環境資訊(溫度或濕度、氣壓等)之選定條件333對應關聯之判定基準資料330。接著,比較選定好的判定基準資料330中的基準解析資料334、以及所得到的解析資料,藉此,判斷有無異常。而且,若為轉轍器的轉換動作所致之振動波資料(轉換動作時振動波資料)的話,作為檢測時狀況,選定與滿足了轉轍器的轉換方向、環境資訊(溫度或濕度、氣壓等)之選定條件333對應關聯之判定基準資料330。接著,比較選定好的判定基準資料330中的基準解析資料334、以及所得到的解析資料,藉此,判斷有無異常。That is, the
警報訊號輸出部214係在異常檢測部212檢測到了複數次異常的情況下,輸出特定的警報訊號。具體方面,判斷基於異常檢測部212所致之振動波資料之異常檢測的結果是否滿足所符合的轉轍器10的警報輸出條件315,若是滿足,輸出特定的警報訊號。作為警報訊號,例如,使將特定了識別轉轍器10的資訊(例如,轉轍器ID311、或設置處312、機器形式313、設置該轉轍器10之際的施工手法314等)之有異常予以報知之警告訊息顯示在顯示部104,使警報訊息或警報音從音輸出部106輸出,把將特定了識別轉轍器10的資訊之有異常予以報知之要旨的資訊透過通訊部108輸出到外部裝置等。The alarm
記憶部300,係以硬碟或ROM(Read Only Memory)、RAM(Random Access Memory)等的記憶裝置來實現,記憶用於處理部200整合性控制監視裝置1的程式或資料等,並且,使用作為處理部200的作業領域,暫時性儲存處理部200根據各種程式所執行出的演算結果、或是透過了操作部102或通訊部108之輸入資料等。在本實施方式中,在記憶部300,記憶有軌道狀態監視程式302、以及轉轍器管理資料310。The
[處理的流程]
圖10為說明軌道狀態監視處理之流程。該處理係在監視裝置1中,處理部200係以各個轉轍器10為對象平行執行。[Processing flow]
Figure 10 illustrates the flow of track state monitoring processing. This processing is performed in the
首先,振動波資料取得部202,係從設置在對象的轉轍器10的振動感測器12所致之檢測位準的變化,檢測到了任何的振動的話(步驟S1:“是”),振動類別判別部204從檢測位準或振動波的波形等,判別是道岔的列車通過所致之振動波,抑或是對象的轉轍器的轉換動作所致之振動波之振動類別。First, the vibration wave
若為列車通過所致之振動波的話(步驟S3:“是”),振動波資料取得部202係從振動感測器所致之時序的檢測資料,取得列車通過所致之振動波資料(列車通過時振動波資料)(步驟S5)。接著,開通方向取得部206取得列車通過時的道岔的開通方向。而且,行走速度算出部208係從所取得的振動波資料,算出道岔通過時的列車的行走速度。而且,環境資訊取得部210係從環境感測器14的檢測資料,取得列車的道岔的通過時中的溫度或濕度、氣壓之環境資訊(步驟S7)。If it is the vibration wave caused by the train passing (step S3: "Yes"), the vibration wave
接著,異常檢測部212進行對已取得的振動波資料之特定的訊號解析(頻率解析等),得到解析資料(步驟S9)。接下來,根據已取得的道岔的開通方向或列車的行走速度、環境資訊之振動波資料的檢測時狀況,選定滿足選定條件之判定基準(步驟S11)。接著,比較已選定的判定基準的基準解析資料、以及所得到的解析資料,判斷對象的轉轍器10轉換的道岔附近的鐵道設備之有無異常(步驟S13)。Next, the
另一方面,若是轉轍器10的轉換動作所致之振動波的話(步驟S3:“否”),振動波資料取得部202係從振動感測器所致之時序的檢測資料,取得轉換動作所致之振動波資料(轉換動作時振動波資料)(步驟S15)。接著,開通方向取得部206取得轉轍器的轉換方向。而且,環境資訊取得部210係從環境感測器14的檢測資料,取得轉換動作時的溫度或濕度、氣壓之環境資訊(步驟S17)。On the other hand, if it is the vibration wave caused by the switching action of the switch 10 (step S3: No), the vibration wave
接著,異常檢測部212進行對已取得的振動波資料之特定的訊號解析(頻率解析等),得到解析資料(步驟S19)。接下來,根據已取得的轉轍器的轉換方向或環境資訊之振動波資料的檢測時狀況,選定滿足選定條件之判定基準(步驟S21)。接著,比較已選定的判定基準的基準解析資料、以及所得到的解析資料,判斷對象的轉轍器10、或是該轉轍器10轉換的道岔附近的鐵道設備之有無異常(步驟S23)。Next, the
接下來,警報訊號輸出部214,係判斷基於振動波資料的異常檢測的結果是否滿足警報輸出條件,若是充滿的話(步驟S31:“是”),與識別轉轍器的資訊一起,輸出檢測到任何的異常之要旨之特定的警報訊號(步驟S33)。接下來,處理部200,係判斷是否結束本處理,若是不結束的話(步驟S35:“否”),回到步驟S1。若是結束的話(步驟S35:“是”),結束本處理。Next, the alarm
[作用效果]
如此,根據本實施方式,監視裝置1,係根據從設置在轉轍器10的振動感測器12的檢測資料所取得的振動波資料,可以檢測藉由該轉轍器10所被轉換的道岔附近的鐵道設備的異常。[Effect]
In this way, according to the present embodiment, the
[變形例] 尚且,可以適用本發明的實施方式不限定於上述的實施方式,在不逸脫本發明的主旨之範圍下可以適宜改變是為當然。[Modifications] Furthermore, the embodiments to which the present invention can be applied are not limited to the above-mentioned embodiments, and it is of course possible to appropriately change them without departing from the scope of the gist of the present invention.
(A)振動波資料的取得
例如,也可以於計測終端20抽出振動波資料。亦即,把監視裝置1中的振動波資料取得部202的功能,構成為計測終端20所具有。該情況下,計測終端20,係從設置在所對應的轉轍器10之振動感測器12的檢測波形的特徵,判別是列車通過所致之振動波,亦或是轉轍器10的轉換動作所致之振動波之振動類別,從振動感測器12的檢測資料抽出1次份的振動波資料。接著,把已抽出的振動波資料,與振動類別一起,發送到監視裝置1。而且,計測終端20,係從控制終端30,取得與轉轍器10的轉換控制(電動馬達的驅動控制)有關的資訊,藉此,也可以判別轉轍器10是否進行著轉換動作。(A) Obtaining vibration wave data
For example, the vibration wave data may be extracted from the
(B)振動感測器12
振動感測器12,係可以使用例如2軸或3軸之多軸的感測器。例如,在決定是2軸的振動感測器的情況下,設置成以正交的2軸所構成的平面與轍尖軌條的移動平面一致者為適合。而且,在決定是3軸的振動感測器的情況下,設置姿勢為任意,例如決定出以3軸中的2軸所構成的平面與轍尖軌條的移動平面一致,而且,使該2軸中的其中一方的軸,與轉轍器10的動作桿的直接傳動方向一致之姿勢者為適合。在使用這些多軸的振動感測器的情況下,視為把各軸所致之檢測值作為該軸方向的成分之向量,把該向量的大小,作為該感測器所致之檢測位準來處理亦可。(B)
10:轉轍器 12:振動感測器 14:環境感測器 20:計測終端 22:計測資料產生部 24:收發訊部 26:計時部 30:控制終端 40:連動裝置 1:監視裝置 200:處理部 202:振動波資料取得部 204:振動類別判別部 206:開通方向取得部 208:行走速度算出部 210:環境資訊取得部 212:異常檢測部 214:警報訊號輸出部 300:記憶部 302:軌道狀態監視程式 310:轉轍器管理資料 320:取得振動波資料 330:判定基準資料 N:通訊網路 50:軌條 52:道岔 54:道岔主軌 56:轍尖軌條10: Pointer 12: Vibration sensor 14: Environmental sensor 20: Measuring terminal 22: Measurement data generation department 24: Transceiver Department 26: Timing Department 30: Control terminal 40: Linkage device 1: Monitoring device 200: Processing Department 202: Vibration Wave Data Acquisition Department 204: Vibration Type Judgment Department 206: Opening Direction Acquisition Department 208: Walking speed calculation unit 210: Environmental Information Acquisition Department 212: Anomaly Detection Department 214: Alarm signal output section 300: Memory Department 302: Track status monitoring program 310: Pointer management information 320: Obtain vibration wave data 330: Judgment criteria data N: communication network 50: Rail 52: Turnout 54: Turnout main track 56: Rutting Point Rail
[圖1]監視裝置的適用例。 [圖2]監視對象的道岔附近的鐵道設備的概略構成圖。 [圖3]監視對象的道岔附近的鐵道設備的概略構成圖。 [圖4]列車通過所致之振動波資料的說明圖。 [圖5]基於振動波資料之異常檢測的說明圖。 [圖6]轉轍器的轉換動作所致之振動波資料的說明圖。 [圖7]監視裝置的功能構成圖。 [圖8]取得振動波資料的其中一例。 [圖9]判定基準資料的其中一例。 [圖10]軌道狀態監視處理的流程。[Fig. 1] Application example of monitoring device. [Fig. 2] A schematic configuration diagram of the railway equipment near the switch to be monitored. [Fig. 3] A schematic configuration diagram of the railway equipment near the switch to be monitored. [Figure 4] An explanatory diagram of vibration wave data caused by train passing. [Figure 5] An explanatory diagram of anomaly detection based on vibration wave data. [Figure 6] An explanatory diagram of the vibration wave data caused by the switching action of the switch. [Fig. 7] The functional configuration diagram of the monitoring device. [Figure 8] An example of obtaining vibration wave data. [Figure 9] An example of the judgment criterion data. [Fig. 10] The flow of track state monitoring processing.
1:監視裝置 1: Monitoring device
10:轉轍器 10: Pointer
12:振動感測器 12: Vibration sensor
14:環境感測器(溫度、濕度、氣壓、…) 14: Environmental sensors (temperature, humidity, air pressure,...)
20:計測終端 20: Measuring terminal
20:計測終端 20: Measuring terminal
22:計測資料產生部 22: Measurement data generation department
24:收發訊部 24: Transceiver Department
26:計時部 26: Timing Department
30:控制終端 30: Control terminal
40:連動裝置 40: Linkage device
N:通訊網路 N: communication network
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