TWI276560B - Automatic train operation device and train operation assisting device - Google Patents
Automatic train operation device and train operation assisting device Download PDFInfo
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- TWI276560B TWI276560B TW092101849A TW92101849A TWI276560B TW I276560 B TWI276560 B TW I276560B TW 092101849 A TW092101849 A TW 092101849A TW 92101849 A TW92101849 A TW 92101849A TW I276560 B TWI276560 B TW I276560B
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02T—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO TRANSPORTATION
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1276560 (1) 玖、發明說明 【發明所屬之技術領域】 本發明係關於不必經由駕駛員而使電車於特定時刻停 止於特定位置之自動運轉的自動列車運轉裝置、以及對駕 駛員指示建議推力或主控制等級之列車運轉支援裝置。 【先前技術】 自動列車運轉裝置(以下稱爲「ΑΤΟ」),係自動實 施列車之站間運轉,而以使列車於特定時刻停止於下站之 特定停車位置上爲目的者。第47圖係具有此種ΑΤΟ之電車 的系統構成例。 圖上未標示之自動列車控制裝置(ATC )會對自動列 車運轉裝置1輸入限制速度信號,資料庫3則會對自動列車 運轉裝置1輸入斜率及曲率等之路線條件、車輛條件、運 行時刻表、及行車阻力等之既定儲存資訊。又,自動列車 運轉裝置1會依據地上子檢測器1 0檢測到之車輛位置、及 速度檢測器9檢測到之車輛速度,推算現在之車輛位置, 對驅動制動裝置2輸入推力指令F cmd,指示該時點應提供 之推力。此時’本說明書之推力指令F cmd,係定義爲同 時含有車輛加速時之牽引力指令、及車輛減速時之煞車力 指令的雙方者。牽引力時爲推力指令F cm d>0,煞車力時 爲推力指令F cmd<0。 驅動制動裝置2係由VVVF (可變電壓、可變頻率)變 頻變壓逆變器4、主電動機5、煞車控制裝置6、及機械煞 1276560 (2) 車8所構成。主電動機5和在軌道11上行駛之車輪7實施機 械連結,機械煞車8之配置上,則爲可對車輪7實施機械煞 車。 從推力指令F cmd到實際得到推力爲止之作用,因得 到牽引力時及得到煞車力時會不同,故分別説明如下。 得到牽引力時,推力指令F cmd ( >0 )會輸入至變頻 變壓逆變器4。變頻變壓逆變器4會控制主電動機5之轉矩 ,以便得到和推力指令F cmd—致之牽引力。此時,煞車 控制裝置6及機械煞車8不會執行動作。 得到煞車力時,推力指令F cmd ( <0 )則會輸入至煞 車控制裝置6而非變頻變壓逆變器4。首先,煞車控制裝置 6會將推力指令一亦即煞車力指令輸出至變頻變壓逆變器4 。變頻變壓逆變器4會將經由主電動機5輸出之電煞車力 F elec回饋至煞車控制裝置6。煞車控制裝置6爲了獲得推 力指令F cmd—亦即煞車力指令之煞車力,會以先使電煞 車力F elec產生作用,並以機械煞車8之機械煞車力F mech 彌補此電煞車力不足之部份的方式控制機械煞車8。因此 ,機械煞車力F mech如下所示。 F mech = F cmd ~ F elec ( 1 ) 如第48圖所示,自動列車運轉裝置1係具有暫定行車 計畫部1 2、最佳行車計畫部1 3、及推力指令產生部1 4。暫 定行車計畫部12會產生暫定行車模式(F0 ( X ),V0 ( X) ),做爲以產生最佳行車模式爲目的之初始値。此時,行 車模式係以對應一連串之位置的方式來表示路線上之位置 -8- (3) 1276560 x的推力Fn ( x)及速度Vn ( x)。最佳行車計畫部13會依 據暫定行車模式(F0 ( X),V0 ( X))及資料庫3之儲存資 訊,計劃列車之最佳行車模式FI ( X )。在產生之最佳行 車模式FI ( X )下,推力指令產生部1 4會依據列車之檢測 位置、檢測速度、及ATC之限制速度信號,對變頻變壓逆 變器4輸出推力指令F cmd,指示該時點應輸出之推力。 計畫列車之最佳行車模式時,一般而言,會存在無數 個可能實現之行車模式。尤其是,和早晚之過密時刻表時 不同,列車之運轉列車數較少之白天、早晨、或深夜時, 因列車之運轉間隔較長,故計畫上具有較大的餘裕,行車 計畫上之限制亦較少。 日本特開平8-216885號公報及日本特開平5-193502號 公報上,記載著以節約能量爲評估項目之最佳行車計畫。 然而,這些已知實例之節約能量上,並非從驅動裝置及制 動裝置等列車之驅動/制動控制所造成之能量損失的立場 來考量。 相對於此,「利用煞車模式變更之再生能量有效利用 的效果之基礎檢討」(日本鐵道技術連合硏討會第7回) 、「純電煞車實用化之檢討」(日本電氣學會全國大會5-244 )中,針對列車之制動控制,尤其是針對煞車時所造 成之機械煞車的能量損失之行車模式進行檢討。然而,列 車之驅動制動控制所造成之能量損失,在驅動控制時亦會 產生,又,制動控制時,除了機械煞車以外,尙有其他因 素會造成能量損失。因此’無法實現綜合能量損失之最小 -9- (4) 1276560 〔發明所欲解決之課題〕 本發明之目的,係對列車驅動制動控制時所造成之能 量損失進行綜合評估,儘可能降低站間行車之能量損失, 實現節約能量之行車。因此,以下實施本發明著眼之能量 損失的簡單説明。 列車行車所造成之損失會因爲行車模式而變化,而可 能造成損失之機器,主要可分成下面2類。其一,就是驅 動裝置之變頻變壓逆變器4、及主電動機5等之電力機器的 能量損失。這些損失可以推力及速度之函數來表示。其二 ,就是機械煞車執行動作時所造成之能量損失。從能量流 動之觀點來觀察列車之加減速動作,且忽略前述電力機器 之能量損失及行車阻力時,在運行加速中,經由圖上未標 示之架線,由變頻變壓逆變器4及生電動機5等驅動裝置提 供之電力能量會轉換成車輛之運動能量,而利用電煞車之 減速中,車輛之運動能量會轉換成電力能量並再生成電源 。此種理想狀態下,不會造成能量損失。然而,利用電煞 車之減速中,以ΑΤΟ或駕駛員之煞車力指令超過電力機器 可輸出之煞車力時,會以機械煞車8彌補不足之煞車力, 使減速度維持於特定値。當機械煞車8執行此動作時,車 輛之運動能量會以熱方式被消耗掉,這就是能量損失。本 發明中,將機械煞車執行動作所造成之損失部份定義爲煞 車損失。 (5) 1276560 此煞車損失在煞車力指令超過電力機器一亦即驅動裝 置之容許量、以及電源側不存在和再生電力相符之負載時 會出現。後者方面,若驅動裝置取得煞車力指令,會控制 變頻變壓逆變器4,使主電動機5輸出和其相符之煞車力。 此時,車輛之運動能量會轉換成電源之再生能量,然而, 電源側若不存在和此再生電力相符之負載一亦即不存在加 速中之列車時,就會產生過剩再生電力,因而導致架線電 壓上昇。因此,驅動裝置爲了抑制架線電壓之上昇,會執 行抑制煞車力之控制。將其稱爲輕負載再生控制。此輕負 載再生控制之動作中,主電動機5會輸出小於煞車力指令 之煞車力。此時,不足之煞車力就會利用機械煞車8之煞 車力來彌補。 實施節約能量運轉時,計劃適宜之行車模式計畫、及 依據該行車模式實際執行行車是很重要的事。實現和行車 模式一致之運轉的手段,自動列車運轉裝置(ΑΤΟ)及自 動列車停止裝置(TASC )等不經由駕駛員而可自動產生 推力指令之裝置爲大家所熟知。利用這些裝置,可以順暢 地推供確實推力,實現最佳行車模式之行車。然而,因爲 直接針對車輛之驅動制動裝置,且需要以位置檢測爲目的 之地上設備等,系統十分複雜,成本亦較高。 另一方面’利用對駕駛員指示最佳計畫之推力,透過 駕駛員之技能’可期望達成接近計畫之行車模式的列車行 車。這就是運轉支援裝置。採用此種運轉支援裝置時,其 節省能量效果雖然會因爲駕駛員之反應延遲等而較利用 -11 - 1276560 (6) ΑΤΟ及TASC時爲佳,然而,只需對駕駛員執行指示,而 和車輛之驅動制動裝置無直接關係,故具有可簡化系統之 優點。又,因爲終究係依靠駕駛員之操作,故可除去或簡 化以位置檢測爲目的之地上設備等。利用此方式’可降低 成本,而優得較佳成本效益。又,近年來,大家擔心因 ΑΤΟ化而導致駕駿員之駕駛技術降低,故利用運轉支援裝 置時,因必須隨時依據駕駛員之判斷來調整推力,故不會 有駕駛技術降低之問題。 又,自動列車運轉裝置已實用化成可追隨列車之限制 速度、以及和限制速度具有一定程度之寬裕度的限制速度 。然而,因係以ΡΙ控制等之誤差追隨控制爲主體,依賴列 車及路線之特性的地方相當多,以現狀而言,針對各列車 及各路線調整其特性或控制參數之作業上,需要龐大的時 間及勞力。 又,擬定行車計畫,並依據其執行列車行車之自動列 車運轉裝置亦爲可考慮者。擬定行車計畫時,有時會利用 簡易之列車行車模型。最簡單者,就是可以下述簡單物理 式來表示其對象之列車運轉的方法。 F— Fr = M· a ... ( 7 ) 此時,F係運行牽引力或煞車力,Fr係列車行車阻力 ,Μ係列車重量,α係加速度(含負的加速度一亦即減速 度在內)。列車行車阻力Fr係列車行車時所產生之阻力, 爲了計算的方便,通常只考慮以下之阻力。 出發阻力:發車時之阻力 -12- (7) 1276560 空氣阻力··列車行車時之空氣阻力 斜率阻力:路線之斜率阻力 曲線阻力:路線之曲線阻力 隧道阻力:在隧道內行駛時所產生之阻力 空氣阻力若考慮車輪踏面及軌道面間之阻力,則通常 會採用速度之2次式。 一般而言,列車行車阻力Fr通常會針對由斜率阻力、 空氣阻力、、曲線阻力、隧道阻力、出發阻力等所構成之 阻力來考慮。此處,係針對隧道以外之列車行車時來考慮、 ,故只考慮斜率阻力、空氣阻力、及曲線阻力。此時,斜 率阻力、空氣阻力、及曲線阻力可分別以下式(8 ) 、( 9 )、及(1 〇 )來求取(例如,參照文獻「運轉理論(直流 交流電力機關車)」交友社編)。 (a )斜率阻力式1276560 (1) Field of the Invention The present invention relates to an automatic train running device that does not require a driver to stop an automatic operation of a train at a specific time at a specific time, and instructs the driver to recommend a thrust or Train operation support device with main control level. [Prior Art] An automatic train running device (hereinafter referred to as "ΑΤΟ") automatically performs the inter-station operation of the train, and the train is stopped at a specific parking position at the specific time at a specific time. Fig. 47 is a diagram showing an example of the system configuration of the electric train having such a crucible. The automatic train control device (ATC) not shown on the figure inputs a speed limit signal to the automatic train running device 1, and the data bank 3 inputs the route conditions such as the slope and curvature, the vehicle condition, and the running time table to the automatic train running device 1. And stored information such as driving resistance. Further, the automatic train running device 1 calculates the current vehicle position based on the vehicle position detected by the ground sub-detector 10 and the vehicle speed detected by the speed detector 9, and inputs a thrust command F cmd to the drive brake device 2, indicating The thrust should be provided at this point in time. At this time, the thrust command F cmd in this manual is defined as both the traction command for vehicle acceleration and the braking force command for vehicle deceleration. The traction command is the thrust command F cm d>0, and the thrust force is the thrust command F cmd<0. The drive brake device 2 is composed of a VVVF (variable voltage, variable frequency) variable frequency transformer inverter 4, a main motor 5, a brake control device 6, and a mechanical 煞 1276560 (2) vehicle 8. The main motor 5 is mechanically coupled to the wheel 7 traveling on the track 11, and the mechanical brake 8 is configured to mechanically brake the wheel 7. The effect from the thrust command F cmd to the actual thrust is different when the traction force is obtained and the braking force is obtained. When the traction is obtained, the thrust command F cmd ( > 0 ) is input to the variable frequency inverter 4 . The variable frequency inverter inverter 4 controls the torque of the main motor 5 to obtain the traction force corresponding to the thrust command F cmd . At this time, the brake control device 6 and the mechanical brake 8 do not perform an operation. When the braking force is obtained, the thrust command F cmd ( < 0 ) is input to the brake control device 6 instead of the inverter variable voltage inverter 4. First, the brake control device 6 outputs a thrust command, that is, a brake force command, to the variable frequency inverter inverter 4. The inverter variable voltage inverter 4 feeds back the electric vehicle force F elec outputted via the main motor 5 to the brake control device 6. In order to obtain the thrust command F cmd, that is, the braking force of the braking force command, the brake control device 6 will first act on the electric vehicle force F elec, and compensate the electric braking force by the mechanical braking force F mech of the mechanical brake 8 . Part of the way to control the mechanical brakes 8. Therefore, the mechanical braking force F mech is as follows. F mech = F cmd ~ F elec (1) As shown in Fig. 48, the automatic train running device 1 includes a tentative driving plan unit 1, an optimal driving plan unit 13 and a thrust command generating unit 14. The tentative driving plan 12 will generate a tentative driving mode (F0 (X), V0 (X)) as the initial 为 for the purpose of producing the best driving mode. At this time, the driving mode indicates the position of the route -8-(3) 1276560 x thrust Fn (x) and speed Vn (x) in a manner corresponding to a series of positions. The Best Driving Plan 13 will plan the best driving mode FI (X) for the train based on the provisional driving mode (F0 (X), V0 (X)) and the storage information of the database 3. In the optimal driving mode FI (X) generated, the thrust command generating unit 14 outputs a thrust command F cmd to the variable frequency variable voltage inverter 4 according to the detected position of the train, the detected speed, and the speed limit signal of the ATC. Indicates the thrust that should be output at that point in time. When planning the best driving mode for a train, there are generally a number of possible driving modes. In particular, unlike the morning and evening when the timetable is too long, the number of trains running on the train is small during the day, morning, or late at night, because the train runs at a longer interval, so the plan has a larger margin, and the driving plan is There are fewer restrictions. Japanese Laid-Open Patent Publication No. Hei 8-216885 and Japanese Patent Laid-Open No. Hei 5-193502 disclose the best driving plan for energy saving as an evaluation item. However, the energy savings of these known examples are not taken into consideration from the standpoint of energy loss caused by the driving/braking control of trains such as the drive unit and the brake unit. In contrast, the "Basic Review of the Effective Use of Recycling Energy by Changing the Brake Mode" (The 7th Annual Meeting of the Japan Railway Technology Joint Conference) and the "Review of the Practicalization of Pure Electric Vehicles" (National Electrical Society National Convention 5 - In 244), the braking mode of the train, especially the driving mode of the energy loss caused by the mechanical braking caused by the braking, is reviewed. However, the energy loss caused by the drive brake control of the train is also generated during the drive control. In addition, when the brake is controlled, there are other factors that cause energy loss in addition to the mechanical brake. Therefore, it is impossible to achieve the minimum of the comprehensive energy loss -9- (4) 1276560 [The problem to be solved by the invention] The object of the present invention is to comprehensively evaluate the energy loss caused by the train driving brake control, and to minimize the station space. The energy loss of driving, to achieve energy-saving driving. Therefore, the following is a brief description of the energy loss of the present invention. The damage caused by train driving will change due to the driving mode, and the machines that may cause losses can be divided into the following two categories. The first is the energy loss of the power inverter such as the variable frequency inverter 4 of the driving device and the main motor 5. These losses can be expressed as a function of thrust and speed. The second is the energy loss caused by the mechanical brakes. Observing the acceleration and deceleration of the train from the point of view of energy flow, and ignoring the energy loss and driving resistance of the above-mentioned electric machine, during the running acceleration, the inverter variable frequency inverter 4 and the generator motor are transmitted via the unillustrated overhead line. The electric energy provided by the 5th drive device is converted into the kinetic energy of the vehicle, and in the deceleration of the electric vehicle, the kinetic energy of the vehicle is converted into electric energy and the power is generated again. In this ideal state, there is no energy loss. However, in the deceleration of the electric vehicle, when the braking force command of the electric vehicle or the driver exceeds the braking force that can be output by the electric machine, the mechanical braking device 8 compensates for the insufficient braking force, and the deceleration is maintained at a specific speed. When the mechanical brake 8 performs this action, the kinetic energy of the vehicle is consumed in a thermal manner, which is energy loss. In the present invention, the portion of the loss caused by the execution of the mechanical brake is defined as the vehicle loss. (5) 1276560 This brake loss occurs when the brake force command exceeds the allowable amount of the power unit, that is, the drive unit, and the load on the power supply side does not match the regenerative power. In the latter case, if the driving device obtains the braking force command, the inverter variable voltage inverter 4 is controlled so that the main motor 5 outputs the braking force corresponding thereto. At this time, the kinetic energy of the vehicle is converted into the regenerative energy of the power source. However, if there is no load corresponding to the regenerative power on the power supply side, that is, if there is no train in the acceleration, excess regenerative power is generated, thus causing the wiring. The voltage rises. Therefore, in order to suppress the rise of the overhead voltage, the drive device performs control for suppressing the braking force. This is called light load regeneration control. In this light load regeneration control operation, the main motor 5 outputs a braking force smaller than the braking force command. At this time, the lack of power will be compensated by the power of the mechanical brakes. When implementing energy-saving operation, it is important to plan an appropriate driving mode plan and actually implement driving according to the driving mode. A means for realizing the operation in accordance with the driving mode, such as an automatic train running device (ΑΤΟ) and an automatic train stopping device (TASC), which can automatically generate a thrust command without a driver, is well known. With these devices, it is possible to smoothly push the actual thrust to achieve the best driving mode. However, the system is complicated and costly because it directly targets the driving brake device of the vehicle and requires the ground device for the purpose of position detection. On the other hand, it is desirable to use a driver's skill to indicate the best thrust of the driver's skill to achieve a train approaching the planned driving mode. This is the operation support device. When such a running support device is used, the energy saving effect is better than the use of -11 - 1276560 (6) TA and TASC because of the driver's reaction delay, etc. However, it is only necessary to perform an instruction to the driver, and There is no direct relationship between the driving brakes of the vehicle, so it has the advantage of simplifying the system. Further, since the operation of the driver is relied on in the end, the ground device or the like for the purpose of position detection can be removed or simplified. Using this method can reduce costs and better cost-effectiveness. In addition, in recent years, there has been a concern that the driving skill of the driver is reduced due to degeneration. Therefore, when the operation support device is used, the thrust must be adjusted at any time according to the judgment of the driver, so that there is no problem that the driving technique is lowered. Further, the automatic train running device has been put into practical use as a speed limit that can follow the speed limit of the train and a certain degree of margin with the speed limit. However, because of the error tracking control such as ΡΙ control, there are quite a lot of places that depend on the characteristics of trains and routes. In the current situation, it is necessary to adjust the characteristics or control parameters of each train and each route. Time and labor. In addition, it is also conceivable to formulate a driving plan and to implement an automatic train running device for train driving. When planning a driving plan, the simple train driving model is sometimes used. The simplest is the way in which the trains of its objects can be represented in the following simple physical form. F— Fr = M· a ... ( 7 ) At this time, F system runs traction or braking force, Fr series vehicle driving resistance, Μ series vehicle weight, α system acceleration (including negative acceleration, ie deceleration) ). The resistance generated by the train driving resistance Fr series vehicles is usually only considered for the convenience of calculation. Starting resistance: resistance at the start of the car -12- (7) 1276560 air resistance · air resistance during train driving slope resistance: slope of the line resistance curve resistance: curve of the curve resistance resistance of the tunnel: resistance generated when driving in the tunnel If the air resistance considers the resistance between the wheel tread and the track surface, the speed is usually used twice. In general, the train running resistance Fr is usually considered for the resistance caused by the slope resistance, the air resistance, the curve resistance, the tunnel resistance, the starting resistance, and the like. Here, it is considered for the trains other than the tunnels, so only the slope resistance, the air resistance, and the curve resistance are considered. At this time, the slope resistance, the air resistance, and the curve resistance can be obtained by the following equations (8), (9), and (1 〇) (for example, refer to the document "Operation Theory (DC AC Power Vehicle)" Edit). (a) slope resistance
Frg = s ... ( 8 )Frg = s ... ( 8 )
Frg:斜率阻力[kg重/ ton] s:斜率[%G] (上坡時爲正,下坡時爲負) (b )空氣阻力式Frg: slope resistance [kg weight / ton] s: slope [%G] (positive on uphill, negative on downhill) (b) air resistance
Fra = A + Bv + Cv2 …(9)Fra = A + Bv + Cv2 ...(9)
Fra··空氣阻力[kg重/ton] A、B、C:係數 v :速度[km/h] (c )曲線阻力式Fra··air resistance [kg weight/ton] A, B, C: coefficient v: speed [km/h] (c) curve resistance
Frc = 800/r “.(ΙΟ) 1276560 (8)Frc = 800/r “.(ΙΟ) 1276560 (8)
Frc:曲線阻力[kg重/ton] r:曲率半徑 [m] 自動列車運轉若利用式(7 )所示之模型時,即使爲 依據行車計畫之自動列車運轉方式,列車特性及路線特性 等特性亦會對乘坐舒適性及停止精度產生很大影響。 【發明內容】 〔用以解決課題之手段〕 本發明係以列車在站間行車時於特定時刻停於特定位 置爲前提,其目的則在提供一種自動列車運轉裝置以及列 車運轉支援裝置,可降低行車中所造成之能量損失而實現 節約能量之運轉。 又,本發明之目的係在提供一種自動列車運轉裝置提 ,可減少調整上之必要時間及勞力,且在營業行車後亦可 自動實施特性之學習,而可進一步改善乘坐舒適性,同時 提局停止精度。 又,本發明之目的係在提供一種裝置,只有當列車在 特定路線往返行駛時才執行以運轉裝置之運作爲目的之必 要資料收集作業。 又,本發明之目的係在提供一種自動列車運轉裝置, 可實現:第1,以極力排除列車自動運轉時之追逐的影響 ,提高節約能量之效果;第2,可利用遲延時間之求取, 提高目標位置之停止精度;第3,可改善執行等級操作時 速度控制指令之階段變化所導致之不良乘坐舒適性。 -14- 1276560 (9) 又’本發明之目的係在提供一種列車定位置停止自動 控制裝置’可在無需頻繁切換等級之情形下確保停止精度 ,且不需要較長之調整期間。 爲了達成上述目的,本發明係會產生以使列車在特定 時刻停止於特定位置爲目的之行車模式,並對具有含變頻 變壓逆變器及主電動機在內之電力機器的驅動制動裝置提 供以實現行車模式爲目的之推力指令,其特徴爲具有:運 算代表列車行車中之前述驅動制動裝置所造成之能量損失 的損失指標之損失指標運算手段;以及依據前述損失指標 ,以後低能量損失爲目的,對前述行車模式實施補償之第 1行車模式補償手段。 【實施方式】 以下係參照圖面詳細本發明之實施形態。 第1圖係第1實施形態之自動列車運轉裝置的槪略構成 方塊圖。因此實施形態係和自動列車運轉裝置之最佳行車 計畫部特別相關,故省略其他部份之圖示。 第1圖所示之最佳行車計畫部1 3,係由行車模式補償 指標運算部1 5、行車模式補償部1 9、行車距離補償部20、 以及定時性判斷部2 1所構成。行車模式補償指標運算部i 5 ’係由損失指標運算部1 6、超載指標運算部1 7、以及加法 器18所構成。損失指標運算部16係依據暫定行車模式(F〇 (X ),V0 ( X )),運算列車位置x之損失指標CPL ( χ ) 。此時’ CPL爲Cost of Power Loss。此時,行車模式係以 -15- (10) 1276560 某位置X之推力Fn(x)及速度Vn(x)來表示。 第2圖及第3圖係各種損失指標之實例。第2圖係運行 時之損失指標,第3圖係煞車減速時之損失指標。又,更 詳細而言,第2圖(a )係機器損失指標,第2圖(b )係總 計損失指標,第3圖(a )係機器損失指標,第3圖(b )係 煞車損失指標,第3圖(c )係總計損失指標。此處,機器 損失指標係指電力機器之損失指標,具體而言,係加算轉 換器(變頻變壓逆變器)損失指標及馬達(主電動機)損 失指標者。 這些指標係以速度v及推力F之函數來表示,係對某動 作點(v,F )之損失[W]乘以速度[m/s]之倒數來計算。乘 以速度之倒數,可對某動作點之速度vl [m/s]產生微小變 化 △ v [m/s]時所造成之損失實施正規評估。 總計損失指標CPL ( X )之計算上,係在機器損失指 標及煞車損失指標之合計上乘以加權因數W1。加權因數 w 1係以可獲得何種程度之損失降減效果的觀點來設定, 或以和其他指標取得平衡之方式來設定。亦即, 損失指標CPL ( X) =Wlx(機器損失指標+煞車損失指標) …(2 ) 超載指標運算部17會依據暫定行車模式(f〇(x),V0 (x) ) g十算列車位置x之超載指標COL (x) 。COL係Cost of Over Load 〇 -16 - (11) 1276560 機器損失係轉換器損失及馬達損失之和。第4圖(a ) 、(b )係各動作點之轉換器損失[W]及馬達損失[W]之一 個實例。依據暫定行車模式(F0 ( X ),V0 ( X )),分別 對對應之轉換器損失[W]及馬達損失[W]實施積分,可計 算加上站間行車之時間的轉換器損失[J]及馬達損失[J]。 若爲超過規格値[W]之超載時,則計算和其對應之超載指 標。例如,加權因數爲W2,則轉換器損失指標COLC ( X )可以 COLC ( X ) =W2x{轉換器損失[J]/(行車時間+靠站停車時間) 一轉換器規格[W]}x轉換器損失指標(第5圖(a)) 來計算。 COLC係 Cost of Over Load in Converter 〇 同樣的,亦可使用第5圖(b )所示之馬達損失指標來 求取馬達損失指標COLM ( X )(但,加權因數爲W3,可 單獨設定)。超載指標COL ( X )可以加上這些指標,而 以 C0L(x)= COLC(x)+ COLM(x) ... ( 4 ) 來求取。 COLM係 Cost of Over Loss in Motor 〇 -17- (12) 1276560 加法器1 8會加算損失指標CPL ( χ )及超載指標 COL(x),而以 C(x) = CPL ( X ) + COL ( x ) 來求取列車位置x之總計指標C ( x )。 行車模式補償部19會在暫定行車模式之推力模式;p〇 ( X )上加算總計指標C ( X ),並輸出第1補償行車模式F 〇 ! (X )(此階段時,速度模式VO ( X )不會改變)。 第1補償行車模式F0 1 ( X )因係只實施推力模式之補 償者,故行車距離和特定値並不一致。爲了使行車距離X 和特定値一致,行車距離補償部2 0會依據儲存於資料庫3 之路線條件、車輛條件、及行車阻力實施第1補償行車模 式(F 0 1 ( X ),V 0 ( X ))之補償,並輸出第2補償行車模 式(F02 ( X ),V02 ( X ))及行車時間τ run。距離補償可 以例如調整滑行時間等方法來實現。然而,距離補償方法 並未受此限定。 定時性判斷部2 1會針對特定値判斷行車時間τ run是 否位於容許誤差內。行車時間T run位於容許誤差外時, 會將第2補償行車模式(F02 ( X ),V02 ( X ))視爲新的暫 定行車模式(F0’( X),V0,( X)),重新執行計算。在 行車時間T run位於容許誤差內時,再將其當做最佳行車 模式(FI ( X),V1 ( X))輸出。 利用以上之構成,暫定行車模式(F0 ( X ),V0 ( X ) -18- 1276560 (13) )可利用損失指標CPL ( x)及超載指標COL ( x)使位置x 之推力獲得效果顯著之補償。例如,第6圖係,本發明實 施形態之行車模式產生的結果。此時,假設未達到超載狀 態,故超載指標未產生影響。「原模式(A )」所示係暫 定模式。「指標適用(B )」所示係第1補償行車模式( F01 ( X),V01 ( X))。損失指標愈大之高速煞車時,愈 實施愈大之推力補償,煞車力會愈弱。另一方面,運行加 速側雖然値較小,但亦會對應損失指標實施牽引力之補償 。「等級量子化(C )」雖然本發明之實施形態未出現, 然而,等級只有6段,係對應無法輸出連續推力時者,會 針對第1補償行車模式之推力F0 1 ( X ),選擇對應推力誤 差最小之等級的推力。「距離調整(D )」係針對「等級 量子化(C )」模式,使行車距離成爲特定値1 300m之方 式進行補償之第2補償行車模式(F02 ( X),V02 ( X))。 相對於補償前之行車模式的損失2070 [kJ],第2補償行車 模式之損失爲1 650 [kJ],減少相當多之能量損失。行車時 間方面,相對於前者之84.5[sec],後者爲增加若千之 84· 9 [sec]。利用行車時間成爲特定値爲止重複實施運算, 可在確保定時性•定位置停止性之情形下,產生驅動制動 控制上能量損失最小化之最佳行車模式F 1 ( X )。利用此 方式,可在確保定時性•定位置停止性之情形下,實現最 佳節約能量效果。 只追求總計能量損失最小化之行車模式時,可能會使 驅動制動裝置2含有之變頻變壓逆變器4 (轉換器)及主電 -19- 1276560 (14) 動機5 (馬達)等之電力機器所造成的能量損失增大。電 力機器之動作範圍會受到規格之限制,超過規格之運轉條 件一亦即超載條件時,會因發熱而導致溫度上昇,而啓動 保護動作或發生故障、燒損等。超載指標運算部1 7會針對 暫定行車模式判斷各機器之超載程度。判斷結果爲超載時 ,會以抑制電力機器之能量損失爲目的,對應超載指標實 施推力之補償。因爲會從能量損失較大之區域實施推力之 補償,故可有效避免超載狀態。利用此方式,可避免電力 機器因超載而導致運轉停止•故障,而提高系統之信頼性 〇 因爲在列車行車中亦會實施最佳行車計畫,故可以各 瞬間之位置•速度做爲初期條件,且在確保至下站爲止之 定時性•定位置停止性的情形下,產生最佳節約能量行車 模式。亦即,因爲ATC等之速度限制等而偏離當初之行車 模式時,亦可從該狀態獲得最佳節約能量行車模式。若勉 強追隨當初之行車模式,可能會導致損失增大,而不符合 能量損失之觀點。因此,即使發生偏離當初之行車模式的 意外情形時’亦可從該時點實現最佳節約能量行車。 本實施形態係以位置•速度做爲初期條件,在確保至 下站爲止之定時性•定位置停止性的情形下,產生最佳節 約能量行車模式,故不但可應用於實施站間之自動列車運 轉的自動列車運轉裝置(ΑΤΟ )上,亦可應用於只在煞車 區間實施定位置停車控制之列車自動停止控制裝置( TASC )上。 -20- 1276560 (15) 又,本實施形態係以使行車距離和特定値一致爲前提 ,其構成上,係至行車時間達到特定値爲止,實施行車模 式之補償的演算,相反的’其構成上’亦可以使行車時間 和特定値一致爲前提,至行車距離達到特定値爲止,實施 行車模式之補償的演算。 第7圖係第2實施形態之自動列車運轉裝置的槪略構成 例方塊圖,和第1圖相同之部份會附與相同符號並省略其 説明,此處則針對和第1圖不同之部份進行説明。 資料庫3會對損失指標運算部1 6輸入運行時刻表,而 資料庫3 6則會對損失指標運算部1 6輸入運行負載量。儲存 於資料庫36之運行負載量,係某時刻之各饋電區間的運行 加速中列車之電力一亦即運行負載量。損失指標運算部1 6 會從運行時刻表及運行負載之資料庫資訊析出相對應之運 行負載。如前面所述,因爲煞車損失之値會因運行負載而 變化,故計算對應運行負載量之損失指標。其他則和第1 圖相同。 由以上可獲得以下之作用·效果。 對應預測之運行負載,調整損失指標CPL ( X ),尤 其是煞車損失指標。例如,第3圖(b)係有充分運行負載 時之煞車損失指標,因爲變頻變壓逆變器4之電容的限制 ,愈是高速高煞車力時,其損失指標會愈大。第8圖係無 充分運行負載時(125kW/主電動機)的煞車損失指標。 此時,因運行負載不充分,爲無法輸出和推力指令F cmd 相等之電煞車力的區域。亦即,從較低速時損失指標即會 -21 - (16) 1276560 開始增大。因此,可確實預測負載狀態所造成之能量損失 ,而可實現更有效之節約能量行車。 第9圖係第3實施形態之自動列車運轉裝置的槪略構成 例方塊圖,和第1 6圖相同之部份會附與相同符號’並省略 其説明,此處則只針對不同部份進行説明。 第9圖之裝置設有資料庫34及行車模式析出部35’用 以取代第48圖之暫定行車計畫部12及最佳行車計畫部13。 資料庫3 4上儲存著各列車之各站間行車時的行車模式。行 車模式析出部3 5會從儲存著運行時刻表之資料庫3,析出 對應現在之站間行車的行車模式F 1 ( X )。儲存於資料庫 3 4之行車模式,可利用下述方法實現,亦即,預先實施第 1實施形態所示之最佳行車計畫,再儲存其結果之最佳行 車模式。 採用以上之構成,可具有以下之作用•效果。 最佳行車模式之產生上,因係重複實施收斂計算來執 行最佳計畫,故運算上需要一些時間。因此,在出發站之 停車中實施下站之行車計畫時,有時會因爲運算時間受到 限制而無法充分之最佳性。預先實施這些計畫可避免運算 時間之限制,而得到最佳行車模式。利用此方式,可進一 步提高節約能量之效果。又,預先計算行車模式,亦可精 確確認行車模式。利用此方式,可排除異常模式,提高系 統之信頼性。 第1 〇圖係具有第4實施形態之列車運轉支援裝置的電 車系統之槪略構成方塊圖,和第4 7圖相同部份會附與同一 -22- 1276560 (17) 符號並省略其說明,此處只針對不同部份進行説明。 此處,具有用以取代第1實施形態之自動列車運轉裝 置1的列車運轉支援裝置22。列車運轉支援裝置22實施和 第1實施形態之自動列車運轉裝置1相同之處理,產生並輸 出推力建議値Free。亦即,列車運轉支援裝置22會輸出用 以取代自動列車運轉裝置1之推力指令F cmd的推力建議値 Free。此推力建議値Free會被輸入至設於主控制器23之推 力指示裝置24。主控制器23會將對應主控制器之角度或位 置的推力指令F cmd輸出至驅動制動裝置2。 推力指示裝置24之構成例如第1 1圖所示。推力指示裝 置24係由角度指令運算部25、阻抗控制器26、伺服放大器 27、伺服馬達28、及編碼器29所構成。伺服馬達28和主控 制器23爲機械相連。 列車運轉支援裝置22輸出之推力建議値Free,會被輸 入至角度指令運算部25。角度指令運算部25會計算對應輸 入之推力建議値Free的主控制器角度,並將其當做角度指 令Θ cmd輸出。阻抗控制器26會輸入角度指令Θ cmd、及以 編碼器2 9檢測到之實際主控制器角度Θ,並對伺服放大器 27輸出以使後者(角度Θ)和前者(角度指令Θ cmd) —致 爲目的之轉矩指令T cmd。伺服放大器27會以使伺服馬達 28之輸出轉矩和轉矩指令T cmd—致之方式驅動伺服馬達 28 〇 阻抗控制器26會針對駕駛員施加於主控制器23之轉矩 T ope,以形成期望之阻抗(慣性矩J、阻尼D、勁度K )的 -23- 1276560 (18) 方式來控制伺服馬達2 8,控制系之方塊圖如第1 2圖所示。 係伺服馬達28之轉子及主控制器23合計之等效貫性矩, gl及g2係相當於以除去干擾爲目的之濾波器的截止頻率。 角度指令Θ cmd爲零時,從外部對主控制器23施加之 轉矩一亦即駕駛員對主控制器23施加之轉矩T ope到達主 控制器角度Θ爲止之傳達函數θ ( s ),若忽略干擾截止濾 波器’則可以下式表示,故知道可得到期望之阻抗( J,D,K) 〇 0{s)=J.s2JD.s^KmT〇Pe (6) 以上之構成具有以下之作用•效果。 推力指示裝置24會以伺服馬達28控制主控制器23之角 度Θ,以便得到和列車運轉支援裝置22運算之推力建議値 Free—致之推力指令F cmd。利用此方式,駕駛員操作主 控制器23時,會以阻抗控制器26之阻抗控制,使駕駛員感 覺到已達到期望之阻抗(J,D,K )。亦即,駕駛員在未觸 摸主控制器23之狀態下,可得到和推力建議値Free—致之 推力指令F cmd。另一方面,駕駛員操作主控制器23時, 雖然會承受到來自伺服馬達28而朝推力建議値Free方向之 力,而可設定於任意角度一亦即推力指令F cmd。亦即, 駕駛員亦可將駕駛委託給列車運轉支援裝置2 2,而在必要 時,才由駕駿員操作主控制器23,並依意識控制推力指令 。以實現節約能量運轉爲目的之主控制器2 3的角度Θ,可 -24 - (19) 1276560 利用來自主控制器23之反作用力檢測,而可在意識到節約 能量定位置停止模式之情形下執行駕駛。因此,除了可利 用駕駛員之操作實現節約能量行車及定位置停止行車以外 ,在發生意外事態時,亦可迅速採取對策。 對驅動制動裝置2之推力指令F cmd,並非由列車運轉 支援裝置22直接控制,而是由既存之主控制器23的角度Θ 所提供,可實現系統之簡化。又,列車運轉支援裝置時, 因終究需要經由駕駛員,而不必要求列車運轉支援裝置22 具有嚴格之定位置停止精度,故可實現裝置之簡化。利用 此方式,可提高系統之信頼性及降低成本。 又,列車運轉支援裝置終究需要駕駛員,故需隨時要 求駕駛員之操作技術。利用本實施形態,可避免下述問題 ,亦即,具有自動列車運轉裝置之系統時,可能因爲駕駛 員之操作技術降低而不知如何應對意外的問題。 第1 3圖係第5實施形態之列車運轉支援裝置的槪略構 成例方塊圖。本實施形態和第4實施形態相比,因推力指 示裝置24之構成不同,故此處針對此不同部份進行説明。 但,本實施形態中,推力指令採運行加速6段(P 1〜P6 ) 、煞車減速6段(B1〜B6)、空檔(N)之方式,緊急煞 車(EB )則採主控制器等級方式。 此處之等級係指將速度對推力模式化者,而爲現行之 電車驅動控制上所使用之物。等級之段數可從數段至3 0段 以上,依系統之不同而有各種形式。又,第1 3圖之主控制 器23係從上方觀看時之槪略構成。 -25- (20) 1276560 推力指示裝置2 4係由建議等級表示控制部3 〇及燈群3 ! 所構成。圖示之實施形態中,燈群3 1係由對應運行加速等 級Ρ 1〜Ρ 6之6個燈、由對應煞車減速等級β i〜β 6之6個燈 、對應空檔等級N之燈、以及對應緊急煞車等級EB之燈所 構成,此處係由1 4個燈所構成。建議等級表示控制部 30 在接收到列車運轉支援裝置2 2之建議等級指令N r e c,會 執行使和其相對應之燈亮起的控制。 利用以上之構成,可獲得以下之作用·效果。 駕駛員可利用亮燈確認是否設定於以在確保定時性· 定位置停止性之情形下實現節約能量行車爲目的之等級。 例如,建議等級指令N rec之內容爲運行加速等級P6,和 其對應之燈會亮起,而爲煞車減速等級B3時,則和其對應 之燈會亮起。駕駿員觀察亮燈之狀況,實施和其對應之主 控制器23的等級操作,而可實現抑制能量損失之節約能量 行車。 推力指示裝置24和驅動制動控制系之間,並無直接之 電性•機械關連性,而需要駕駛員之操作,故在發生意外 狀況時,可依據駕駛員之判斷來迅速對應,而提高系統之 信頼性。燈、及利用LED (發光二極體)之表示裝置,和 第4實施形態之主控制器23的伺服機構相比,更容易實現 且可提高系統之信頼性,同時可進一步降低裝置之成本。 第1 4圖係第6實施形態之列車運轉支援裝置的槪略構 成例方塊圖。本實施形態和第5實施形態相比,只有推力 指示裝置24之構成不同,故此處只針對不同部份進行説明 (21) 1276560 本實施形態之推力指示裝置24,係由建議等級表示控 制部32、及聲音輸出部33所構成。建議等級表示控制部32 從列車運轉支援裝置22接收到建議等級指令N rec時,會 控制聲音輸出部33使其輸出對應之語音。例如,建議等級 爲B3時,會發出「煞車3等級」等之語音。 利用以上之構成,可獲得以下之作用•效果。 駕駛員可以由語音得知以在確保定時性•定位置停止 性之情形下實現節約能量行車爲目的之等級。利用此方式 ,可實現和第5實施形態相同之作用•效果。如第5實施形 態之以燈來表示建議等級時,駕駛員之注意會集中於該表 示,結果,亦可能因未注意前方等而發生事故。相對於此 ,利用聲音之指示傳達,可以避免此問題,而提高系統之 信頼性。 第15圖及第16圖係本發明之自動列車運轉裝置的一實 施形態。載置於圖示列車〇之自動列車運轉裝置(ΑΤΟ ) 108,係從地上系統之自動列車控制裝置(ATC ) 102取得 限制速度資料,又,從列車〇內之資料庫(DB ) 1 03取得 路線條件(傾斜角及曲線曲率半徑等)、車輛條件(列車 編成輛數•重量等)、及運行條件等資料,亦會分別從駕 駛台104取得出發信號,從應負載裝置105取得應負載信號 、從速度檢測器1 06取得列車速度信號,又,從分別回應 適度配置於路線上之地上子的地上子檢測器1 07取得列車 位置之信號。適度配置於路線上之地上子係用於確認列車 -27- (22) 1276560 位置。此處,DB103係表示載置於列車0內者,有時,亦可 爲位於列車〇之外部的地上系統,又,有時亦可分散配置 於列車0內及地上。 AT0 108除了具有實施線上資料處理之資料處理手段 18 0及列車自動運轉手段181以外,尙具有以後面說明之營 業前特性推算手段124及營業後特性學習手段134爲代表之 推算手段及學習手段。資料處理手段1 80會處理列車速度 信號,除了實施列車速度之處理以外,尙會對列車位置( 速度之時間積分値)、列車加速度(速度之微分値)、及 列車行車距離(速度絶對値之時間積分値)實施連續運算 。從列車位置到列車行車距離,都會依據地上子檢測器 107之列車位置信號實施適度補償。資料處理手段180會依 據各輸入信號實施特定之運算,提供後述之學習及列車自 動運轉上必要之計測資料。列車自動運轉上之必要計測資 料會提供給列車自動運轉手段1 8 1。列車自動運轉手段1 8 1 會依據利用各輸入資料實施運算之結果,對驅動裝置9輸 出運行指令、或對減速裝置110輸出減速指令。驅動裝置 109包括以牽引列車爲目的之主電動機、及控制其之電力 轉換器。又,減速裝置U0通常會同時具有機械煞車及電 煞車。 AT0108載置於列車〇上,本發明之學習相關的營業前 特性推算手段124及營業後特性學習手段134之部份,在第 1 6圖中有詳細圖示,係由營業前行車判斷手段1 20、營業 前特性初始値設定手段1 2 1、營業前試驗行車用列車自動 -28- (23) 1276560 運轉手段122、行車結果儲存手段123、營業前特性推算手 段124、推算結果補償手段125、特性推算値儲存手段126 、學習特性資料庫(學習特性DB ) 1 3 0、特性初始値設定 手段1 3 1、列車自動運轉手段1 32、營業後行車結果儲存手 段133、營業後特性學習手段134、及學習結果補償手段 135所構成。手段121〜126係以營業行車前試驗行車時爲 目的之處理手段,手段1 3 1〜1 3 5則係以營業行車後爲目的 之處理手段,營業前行車判斷手段120及學習特性DB13 0係 和營業行車前後無關,而以兩者共用之方式設置。 第16圖中,省略當做自動列車運轉裝置使用之 ΑΤ0 108原本具有之資料處理手段180及列車自動運轉手段 1 8 1 等。 其次,針對第1 5圖及第1 6圖之裝置的作用進行説明。 第15圖中,ΑΤ0108會預先分別從ATC102取得限制速 度資料、從DB 103取得路線條件、車輛條件、及運行條件 等可預先取得之資訊,並同時取得速度,然後實施特定之 運算,產生由運行指令或減速指令所構成之控制指令,並 實現如前面所述之列車〇的自動運轉。 ΑΤ0108接收到來自駕駿台104之出發信號,開始利用 列車自動運轉手段執行自動運轉動作。發車後,則會利用 從應負載裝置105取得之應負載資訊、從速度檢測器106取 得之速度資料、以及從地上子檢測器1 07取得之地上子檢 測資訊。應負載資訊係被當做列車之重量相關資訊使用, 地上子檢測資訊則用於位置資訊之補償。利用這些資訊, -29 - 1276560 (24) ΑΤΟ 1 0 8可擬定列車之控制指令(運行指令/減速指令)。 擬定運行指令做爲控制指令時,會輸出運行指令,並利用 驅動裝置1 09使列車運行。運行指令除了運行轉矩(運行 牽引力)指令以外,等級行車時尙有運行等級指令等。又 ,擬定減速指令做爲控制指令時,會輸出減速指令’利用 減速裝置1 1 0使列車減速。減速指令爲煞車力指令,等級 行車時,則爲煞車等級指令等。 其次,參照第16圖實施AT01 08之作用的詳細説明。 接收到來自駕駛台1 04之出發信號時,首先,會以營 業前行車判斷手段120實施營業前之試驗行車、或是營業 後之行車的判斷。此時之判斷方法,可以爲利用柔性旗 標一「未立旗標時爲試驗行車」、「立有旗標時爲營業行 車」等之方法、以及利用硬性開關之設定結果的方法等。 營業前行車判斷手段120若判斷爲營業前之試驗行車 時,營業前特性初始値設定手段1 2 1會設定營業前試驗行 車時之初期特性參數。設定之方法則可考慮利用人機介面 以手動在行車開始前實施設定之方法。又,設定値之內容 方面,可從列車之規格及路線特性等事先可取得之資訊析 出特性參數並輸入即可。 其次,利用以營業前特性初始値設定手段1 2 1設定之 特性參數,利用營業前試驗行車用列車自動運轉手段1 22 實施採用自動運轉之列車的試驗行車。自動列車運轉之方 法方面,如在靠站停車時擬定最佳行車計畫,依據其實施 自動運轉,和最佳行車計畫有較大偏離時,重新計劃行車 -30- 1276560 (25) 計畫、或對控制指令實施利用誤差回饋之補償的方法。又 ,此處,因係營業前之事先行車,例如,等級行車之列車 時,實施以特性推算爲目的之利用等級的試驗行車等’而 執行以特性推算爲目的之行車。 其次,以營業前試驗行車用列車自動運轉手段122執 行自動運轉之結果,會利用行車結果儲存手段1 23進行儲 存。儲存時,會將目標之行車計畫、及行車時計測到之速 度資料及位置資料等視爲電子檔案儲存於硬碟(HD )等 之媒體。 其次,利用以行車結果儲存手段1 23儲存之試驗行車 結果,以營業前特性推算手段124實施特性參數之推算。 營業前應實施推算之特性參數如重量、加速特性、及減速 特性等。 列車編成輛數全體之重量方面,因係營業前之試驗行 車’故沒有乘客乘車’可以利用滑行時之加速度或減速度 、及列車行車阻力來推算。此處,則考慮以式(7 )之簡 單物理式來表現對象之列車的情形。 列車行車阻力方面,可利用考慮斜率及曲率等之路線 特性、空氣阻力、及摩擦阻力之公式實施運算。又,列車 行車阻力之運算方面’則請參照文獻「運轉理論(直流交 流電力機關車)」交友社編。一般而言,列車行車阻力F Γ 可以下式表示。Frc: curve resistance [kg weight / ton] r: radius of curvature [m] When using the model shown in equation (7) for automatic train operation, even for the automatic train operation mode based on the driving plan, train characteristics and route characteristics, etc. The characteristics also have a great impact on ride comfort and stopping accuracy. [Means for Solving the Problem] The present invention is based on the premise that a train stops at a specific time at a specific time when the train is traveling between stations, and an object of the present invention is to provide an automatic train running device and a train running support device, which can be reduced. Energy-saving operation caused by energy loss caused by driving. Moreover, the object of the present invention is to provide an automatic train running device, which can reduce the time and labor required for adjustment, and can automatically implement the characteristics after the driving, thereby further improving the ride comfort and the promotion. Stop accuracy. Further, it is an object of the present invention to provide a device for performing a necessary data collecting operation for the operation of a running device only when the train travels back and forth on a specific route. Further, an object of the present invention is to provide an automatic train running device which can realize: first, to eliminate the influence of chasing when the train is automatically operated, and to improve the effect of saving energy; and secondly, to obtain the delay time, Improve the stop accuracy of the target position; third, it can improve the poor ride comfort caused by the change of the speed control command during the execution level operation. Further, the object of the present invention is to provide a train position stop automatic control device which can ensure the stop accuracy without frequently switching the level, and does not require a long adjustment period. In order to achieve the above object, the present invention generates a driving mode for the purpose of stopping a train at a specific time at a specific time, and provides a driving brake device for an electric machine having a variable frequency variable voltage inverter and a main motor. A thrust command for realizing a driving mode, which is characterized in that: a loss index calculation means for calculating a loss index representing an energy loss caused by the aforementioned driving brake device in a train driving; and a low energy loss according to the aforementioned loss index The first driving mode compensation means for compensating the aforementioned driving mode. [Embodiment] Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings. Fig. 1 is a block diagram showing a schematic configuration of an automatic train operating device according to a first embodiment. Therefore, the embodiment is particularly relevant to the optimal driving plan of the automatic train running device, and the other parts are omitted. The optimal driving plan unit 13 shown in Fig. 1 is composed of a driving mode compensation index calculating unit 15 , a driving mode compensating unit 19 , a driving distance compensating unit 20 , and a timing determining unit 21 . The driving mode compensation index calculation unit i 5 ' is composed of a loss index calculation unit 16 , an overload indicator calculation unit 17 , and an adder 18 . The loss index calculation unit 16 calculates the loss index CPL ( χ ) of the train position x based on the tentative driving mode (F 〇 (X ), V0 ( X )). At this time, the CPL is Cost of Power Loss. At this time, the driving mode is expressed by the thrust Fn(x) and the speed Vn(x) of a position X of -15-(10) 1276560. Figures 2 and 3 are examples of various loss indicators. Figure 2 is the loss indicator for the operation, and Figure 3 is the loss indicator for the vehicle deceleration. In more detail, Fig. 2(a) is a machine loss indicator, Fig. 2(b) is a total loss indicator, Fig. 3(a) is a machine loss indicator, and Fig. 3(b) is a brake loss indicator. Figure 3 (c) is the total loss indicator. Here, the machine loss indicator refers to the loss index of the electric machine. Specifically, it is the addition indicator (frequency conversion transformer) loss indicator and the motor (main motor) loss indicator. These indicators are expressed as a function of velocity v and thrust F and are calculated by multiplying the loss [W] of a certain operating point (v, F) by the reciprocal of velocity [m/s]. Multiplying by the reciprocal of the speed, a formal evaluation can be performed on the loss caused by a slight change in the speed vl [m/s] of an operating point Δ v [m/s]. The total loss indicator CPL (X) is calculated by multiplying the weight loss factor W1 by the total of the machine loss indicator and the braking loss indicator. The weighting factor w 1 is set from the viewpoint of the degree of loss reduction effect that can be obtained, or is set to be balanced with other indexes. That is, the loss index CPL (X) = Wlx (machine loss index + brake loss indicator) ... (2) The overload indicator calculation unit 17 calculates the train according to the tentative driving mode (f〇(x), V0 (x) ) g The overload indicator COL (x) of position x. COL Department Cost of Over Load 〇 -16 - (11) 1276560 Machine loss is the sum of converter loss and motor loss. Fig. 4 (a) and (b) are examples of converter loss [W] and motor loss [W] at each operating point. According to the tentative driving mode (F0 (X), V0 (X)), the corresponding converter loss [W] and motor loss [W] are integrated respectively, and the converter loss plus the time between stations can be calculated [J ] and motor loss [J]. If it is overloaded beyond the specification 値 [W], the corresponding overload indicator is calculated. For example, if the weighting factor is W2, the converter loss indicator COLC (X) can be COLC (X) = W2x {converter loss [J] / (travel time + stop time) a converter specification [W]} x conversion The loss indicator (Fig. 5(a)) is calculated. COLC system Cost of Over Load in Converter 〇 Similarly, the motor loss indicator COLM ( X ) can be obtained using the motor loss indicator shown in Figure 5 (b) (however, the weighting factor is W3, which can be set separately). The overload indicator COL ( X ) can be added to C0L(x)= COLC(x)+ COLM(x) ... ( 4 ). COLM Department Cost of Over Loss in Motor 〇-17- (12) 1276560 Adder 1 8 will add loss indicator CPL ( χ ) and overload indicator COL (x), and C (x) = CPL ( X ) + COL ( x ) to find the total indicator C ( x ) of the train position x. The driving mode compensating unit 19 adds the total index C ( X ) to the thrust mode of the tentative driving mode; p 〇 ( X ), and outputs the first compensating driving mode F 〇 ! (X ) (in this stage, the speed mode VO ( X) will not change). The first compensating driving mode F0 1 ( X ) does not match the specific enthalpy because the thrust mode is only compensated. In order to make the driving distance X and the specific 値 coincide, the driving distance compensation unit 20 performs the first compensation driving mode (F 0 1 (X), V 0 (based on the route condition, the vehicle condition, and the driving resistance stored in the database 3). X)) compensation, and output the second compensation driving mode (F02 (X), V02 (X)) and the driving time τ run. The distance compensation can be implemented by, for example, adjusting the taxi time. However, the distance compensation method is not limited by this. The timing determination unit 21 determines whether or not the travel time τ run is within the allowable error for the specific 値. When the travel time T run is outside the allowable error, the second compensated driving mode (F02 (X), V02 (X)) will be regarded as the new tentative driving mode (F0'(X), V0, (X)), Perform calculations. When the travel time T run is within the tolerance, it is then used as the best driving mode (FI (X), V1 (X)) output. With the above configuration, the tentative driving mode (F0 (X), V0 (X) -18-1276560 (13)) can use the loss index CPL (x) and the overload indicator COL (x) to make the thrust of the position x effective. make up. For example, Fig. 6 is a result of the driving mode of the embodiment of the present invention. At this time, it is assumed that the overload condition has not been reached, so the overload indicator has no effect. The "original mode (A)" is a tentative mode. The "Applicable indicator (B)" is the first compensation driving mode (F01 (X), V01 (X)). The higher the loss index is, the more the thrust compensation is implemented, and the weaker the braking force will be. On the other hand, although the running acceleration side is small, it also compensates for the traction force corresponding to the loss indicator. Although the "level quantization (C)" does not appear in the embodiment of the present invention, the level is only 6 stages, and if the continuous thrust cannot be output, the thrust F0 1 ( X ) of the first compensation driving mode is selected. The thrust with the lowest thrust error. "Distance adjustment (D)" is the second compensation driving mode (F02 (X), V02 (X)) that compensates for the "Distance Quantization (C)" mode and makes the driving distance a specific 値1 300m. Compared with the loss of 2070 [kJ] in the driving mode before compensation, the loss of the second compensation driving mode is 1 650 [kJ], which reduces considerable energy loss. In terms of driving time, the latter is 84.5 [sec] compared to the former, and the latter is increased by 84. 9 [sec]. By repeating the calculation until the travel time becomes a specific time, it is possible to generate the optimum driving mode F 1 ( X ) that minimizes the energy loss in the drive brake control while ensuring the timing and the fixed position stop. In this way, the best energy saving effect can be achieved while ensuring timing and positional stoppage. When only the driving mode in which the total energy loss is minimized is performed, the power of the variable frequency inverter 4 (converter) and the main power -19-1276560 (14) motive 5 (motor) included in the driving brake device 2 may be generated. The energy loss caused by the machine increases. The operating range of the power machine is limited by the specifications. When the operating condition exceeds the specification, that is, when the overload condition occurs, the temperature rises due to heat generation, and the protective action or malfunction or burnout occurs. The overload indicator calculation unit 17 determines the degree of overload of each machine for the tentative driving mode. When the result of the judgment is overloaded, the purpose of suppressing the energy loss of the electric machine is to compensate the thrust of the overload indicator. Since the thrust compensation is performed from a region where the energy loss is large, the overload state can be effectively avoided. In this way, it is possible to avoid the stoppage and malfunction of the electric machine due to overloading, and improve the reliability of the system. Since the optimal driving plan is also implemented in the train, the position and speed of each moment can be used as the initial condition. And in the case of ensuring the timing and stop position of the stop to the next station, the optimal energy saving driving mode is generated. That is, when the current driving mode is deviated due to the speed limit of the ATC or the like, the optimal energy saving driving mode can also be obtained from this state. If you follow the original driving mode, you may increase the loss and not the energy loss. Therefore, even in the event of an unexpected situation that deviates from the original driving mode, the best energy saving can be achieved from this point in time. In the present embodiment, the position and speed are used as the initial conditions, and when the timing and the stop position are ensured until the next station, the optimal energy saving driving mode is generated, so that it can be applied not only to the automatic train between the stations. The automatic train running device (ΑΤΟ) that is operated can also be applied to the automatic train stop control device (TASC) that performs fixed-position parking control only in the braking section. -20- 1276560 (15) In addition, this embodiment is based on the premise that the driving distance and the specific 値 are the same, and the configuration is based on the calculation of the compensation of the driving mode until the driving time reaches a certain level. The above can also make the driving time and the specific 为 consistent with the premise, and the calculation of the compensation of the driving mode is implemented until the driving distance reaches a certain level. Figure 7 is a block diagram showing a schematic configuration of an automatic train running device according to a second embodiment, and the same portions as those in the first embodiment are denoted by the same reference numerals, and the description thereof will be omitted. Instructions are given. The database 3 inputs the operation schedule to the loss index calculation unit 16, and the database 36 inputs the operation load amount to the loss index calculation unit 16. The running load stored in the database 36 is the running load of the train in the acceleration of each feeding section at a certain time. The loss index calculation unit 16 extracts the corresponding operational load from the database information of the operation schedule and the operation load. As mentioned above, since the loss of the brake will change due to the running load, the loss index corresponding to the running load is calculated. Others are the same as in Figure 1. From the above, the following effects and effects can be obtained. Corresponding to the predicted operational load, adjust the loss indicator CPL ( X ), especially the brake loss indicator. For example, Fig. 3(b) shows the vehicle loss index when the load is fully operated. Because of the limitation of the capacitance of the inverter transformer 4, the higher the speed of the vehicle, the higher the loss index will be. Fig. 8 shows the vehicle loss index when the load is fully operated (125 kW / main motor). At this time, because the running load is insufficient, it is impossible to output the area of the electric vehicle force equal to the thrust command F cmd . That is, the loss indicator from the lower speed will increase from -21 - (16) 1276560. Therefore, the energy loss caused by the load state can be reliably predicted, and more efficient energy saving driving can be realized. Fig. 9 is a block diagram showing a schematic configuration of an automatic train running device according to a third embodiment, and the same portions as those in Fig. 16 are attached with the same reference numerals and the description thereof is omitted, and only the different portions are used here. Description. The apparatus of Fig. 9 is provided with a database 34 and a driving mode separating unit 35' in place of the tentative driving plan unit 12 and the optimal driving plan unit 13 of Fig. 48. The data bank 34 stores the driving mode at the time of driving between the stations of each train. The driving mode precipitation unit 35 extracts the driving mode F 1 ( X ) corresponding to the current inter-station driving from the database 3 storing the running time table. The driving mode stored in the database 34 can be realized by the following method, that is, the optimal driving pattern shown in the first embodiment is stored in advance, and the optimal driving mode of the result is stored. According to the above configuration, the following effects and effects can be obtained. In the generation of the optimal driving mode, since the convergence calculation is repeatedly performed to execute the optimal plan, it takes some time to calculate. Therefore, when the driving plan of the next station is implemented in the parking at the departure station, the calculation time is sometimes limited and the optimum is not sufficient. Implementing these plans in advance avoids the limitation of computing time and gets the best driving mode. This way, you can further improve the energy saving effect. In addition, the driving mode is calculated in advance, and the driving mode can be accurately confirmed. In this way, the abnormal mode can be eliminated and the reliability of the system can be improved. Fig. 1 is a block diagram showing a schematic configuration of a train system having a train operation support device according to a fourth embodiment, and the same portion as in Fig. 47 is attached with the same -22-1276560 (17) symbol, and the description thereof is omitted. Only the different parts are explained here. Here, there is provided a train operation support device 22 in place of the automatic train operation device 1 of the first embodiment. The train operation support device 22 performs the same processing as the automatic train operation device 1 of the first embodiment, and generates and outputs a thrust recommendation 値 Free. That is, the train operation support device 22 outputs a thrust recommendation 値 Free for replacing the thrust command F cmd of the automatic train running device 1. This thrust recommendation 値Free is input to the thrust indicating device 24 provided to the main controller 23. The main controller 23 outputs a thrust command F cmd corresponding to the angle or position of the main controller to the drive brake device 2. The configuration of the thrust indicating device 24 is as shown in Fig. 1 for example. The thrust indicating device 24 is composed of an angle command calculating unit 25, an impedance controller 26, a servo amplifier 27, a servo motor 28, and an encoder 29. The servo motor 28 and the main controller 23 are mechanically coupled. The thrust recommendation 値Free outputted by the train operation support device 22 is input to the angle command computing unit 25. The angle command computing unit 25 calculates the angle of the main controller corresponding to the thrust recommendation 値Free of the input, and outputs it as an angle command Θ cmd. The impedance controller 26 inputs the angle command Θ cmd and the actual main controller angle 检测 detected by the encoder 29, and outputs the servo amplifier 27 so that the latter (angle Θ) and the former (angle command Θ cmd) Torque command T cmd for the purpose. The servo amplifier 27 drives the servo motor 28 in such a manner that the output torque of the servo motor 28 and the torque command T cmd are generated, and the impedance controller 26 applies a torque Tope applied to the main controller 23 for the driver to form The expected impedance (inertia moment J, damping D, stiffness K) -23-1276560 (18) way to control the servo motor 2 8, the block diagram of the control system is shown in Figure 12. The total coherence moment of the rotor of the servo motor 28 and the main controller 23 is hereinafter, and gl and g2 correspond to the cutoff frequency of the filter for the purpose of removing interference. When the angle command Θ cmd is zero, the torque applied from the outside to the main controller 23, that is, the torque T ope applied by the driver to the main controller 23 reaches the transmission function θ ( s ) of the main controller angle ,, If the interference cutoff filter is ignored, it can be expressed by the following equation, so it is known that the desired impedance (J, D, K) can be obtained. 〇0{s)=J.s2JD.s^KmT〇Pe (6) The above configuration has the following The role and effect. The thrust indicating device 24 controls the angle of the main controller 23 with the servo motor 28 to obtain a thrust command F cmd which is calculated by the train operation support device 22 and which is free. In this manner, when the driver operates the main controller 23, the impedance of the impedance controller 26 is controlled to make the driver feel that the desired impedance (J, D, K) has been reached. That is, the driver can obtain the thrust command F cmd corresponding to the thrust recommendation 値Free without the main controller 23 being touched. On the other hand, when the driver operates the main controller 23, it can withstand the force from the servo motor 28 to the thrust in the direction of the thrust, and can be set at any angle, that is, the thrust command F cmd. That is, the driver can also delegate the driving to the train operation support device 2 2, and if necessary, the driver can operate the main controller 23 and control the thrust command according to the consciousness. The angle of the main controller 23 for the purpose of energy-saving operation can be -24 - (19) 1276560 using the reaction force detection from the main controller 23, and in the case of realizing the energy saving position stop mode Perform driving. Therefore, in addition to the use of the driver's operation to achieve energy-saving driving and positioning to stop driving, in the event of an unexpected situation, you can quickly take countermeasures. The thrust command F cmd for driving the brake device 2 is not directly controlled by the train operation support device 22, but is provided by the angle Θ of the existing main controller 23, and the system can be simplified. Further, in the case of the train operation support device, it is necessary to pass the driver afterwards, and it is not necessary to require the train operation support device 22 to have strict positional stop accuracy, so that the device can be simplified. In this way, the reliability and cost of the system can be improved. Moreover, the train operation support device needs the driver after all, so the driver's operation technique needs to be required at any time. According to this embodiment, it is possible to avoid the problem that, in the case of a system having an automatic train running device, it is possible to cope with an unexpected problem due to a decrease in the operating technique of the driver. Fig. 3 is a block diagram showing a schematic configuration of a train operation support device according to a fifth embodiment. Since the configuration of the thrust indicating device 24 is different from that of the fourth embodiment in the present embodiment, the different portions will be described here. However, in the present embodiment, the thrust command is accelerated in six stages (P 1 to P6 ), the brake is decelerated in six stages (B1 to B6), and the neutral position (N), and the emergency brake (EB) is adopted as the main controller level. the way. The grade here refers to the model used to control the speed and thrust, and is used in the current tram drive control. The number of segments can range from several segments to more than 30 segments, depending on the system. Further, the main controller 23 of Fig. 3 is a schematic configuration when viewed from above. -25- (20) 1276560 The thrust indicating device 24 is composed of a recommended level indicating the control unit 3 and the lamp group 3! In the illustrated embodiment, the lamp group 31 is composed of six lamps corresponding to the operation acceleration levels Ρ 1 to Ρ 6 , six lamps corresponding to the brake deceleration levels β i to β 6 , and lamps corresponding to the neutral level N, And the light bulb corresponding to the emergency brake class EB, which is composed of 14 lamps. The recommended level indicating control unit 30 receives the recommended level command N r e c of the train operation support device 2 2 and performs control to illuminate the corresponding lamp. According to the above configuration, the following effects and effects can be obtained. The driver can use the lighting to confirm whether or not the level is set to achieve the goal of saving energy in the case of ensuring the timing and the stop position. For example, the content of the recommended level command N rec is the running acceleration level P6, and its corresponding lamp will illuminate, and for the braking deceleration level B3, the corresponding lamp will illuminate. The driver can observe the status of the lighting and implement the level operation of the corresponding main controller 23, thereby realizing energy saving driving that suppresses energy loss. There is no direct electrical/mechanical connection between the thrust indicating device 24 and the driving brake control system, and the driver's operation is required. Therefore, in the event of an unexpected situation, the driver can quickly respond according to the judgment of the driver, and the system is improved. Trustworthiness. The lamp and the display device using the LED (Light Emitting Diode) are easier to implement than the servo mechanism of the main controller 23 of the fourth embodiment, and the reliability of the system can be improved, and the cost of the device can be further reduced. Fig. 14 is a block diagram showing a schematic configuration of a train operation support device according to a sixth embodiment. The present embodiment differs from the fifth embodiment only in the configuration of the thrust indicating device 24. Therefore, only the different portions will be described here. (21) 1276560 The thrust indicating device 24 of the present embodiment indicates the control unit 32 by the recommended level. And the sound output unit 33 is configured. When the recommended level command N rec is received from the train operation support device 22, the recommended level display control unit 32 controls the sound output unit 33 to output the corresponding voice. For example, when the recommended level is B3, a voice such as "Block 3" will be issued. With the above configuration, the following effects and effects can be obtained. The driver can know by voice the level of energy saving driving in the case of ensuring timing and positional cessation. According to this aspect, the same effects and effects as those of the fifth embodiment can be achieved. When the recommended level is indicated by a lamp in the fifth embodiment, the driver's attention will be focused on the expression, and as a result, an accident may occur due to failure to pay attention to the front. In contrast, using the instructions of the voice, this problem can be avoided and the reliability of the system can be improved. Fig. 15 and Fig. 16 show an embodiment of the automatic train running device of the present invention. The automatic train running device (ΑΤΟ) 108 placed on the train shown in the figure is obtained from the automatic train control device (ATC) 102 of the above-ground system, and is obtained from the database (DB) 103 of the train. Route conditions (inclination angle and radius of curvature of the curve, etc.), vehicle conditions (number of trains, weight, etc.), and operating conditions, etc., will also obtain a departure signal from the driver's station 104, and obtain a load signal from the load-carrying device 105. The train speed signal is obtained from the speed detector 106, and the train position signal is obtained from the above-ground sub-detector 107 that responds to the ground position that is appropriately placed on the route. A sub-segment that is moderately placed on the route is used to confirm the position of the train -27- (22) 1276560. Here, the DB 103 indicates that it is placed in the train 0, and may be a ground system located outside the train, or may be distributed in the train 0 or on the ground. In addition to the data processing means 180 for performing on-line data processing and the automatic train operation means 181, the AT0 108 has a calculation means and a learning means represented by the pre-employment characteristic estimating means 124 and the post-business characteristic learning means 134 which will be described later. The data processing means 1 80 will process the train speed signal. In addition to the processing of the train speed, the train position (time integral of speed), train acceleration (differential speed of speed), and train travel distance (absolute speed) Time integration 値) Implement continuous operations. From the train position to the train travel distance, moderate compensation is performed according to the train position signal of the ground sub-detector 107. The data processing means 180 performs a specific calculation based on each input signal, and provides the measurement data necessary for the learning and the automatic operation of the train to be described later. The necessary measurement data for the automatic operation of the train will be provided to the train automatic operation means 81. The train automatic operation means 1 8 1 outputs an operation command to the drive unit 9 or a deceleration command to the speed reduction device 110 in accordance with the result of calculation using each input data. The drive unit 109 includes a main motor for the purpose of towing the train, and a power converter for controlling the same. Moreover, the reduction gear unit U0 usually has both a mechanical brake and an electric brake. The AT0108 is placed on the train, and the part of the pre-business characteristic estimation means 124 and the post-business characteristic learning means 134 related to the learning of the present invention is illustrated in detail in Fig. 16, which is determined by the pre-business driving means 1 20. Pre-business characteristics initial setting means 1 2 1. Pre-business test train automatic train -28- (23) 1276560 Operation means 122, driving result storage means 123, pre-service characteristic estimating means 124, estimation result compensation means 125 , characteristic estimation 値 storage means 126, learning characteristic database (learning characteristic DB) 1 3 0, characteristic initial setting means 1 3 1, train automatic operation means 1 32, post-business driving result storage means 133, post-business characteristic learning means 134 and learning result compensation means 135 are formed. The means 121 to 126 are processing means for the purpose of driving the vehicle before the driving test, and the means 1 3 1 to 1 3 5 are the processing means for the purpose of driving, the pre-business driving determination means 120 and the learning characteristic DB 13 0 system. It has nothing to do with the business before and after the driving, but it is set by the two. In Fig. 16, the data processing means 180 and the automatic train operation means 1 8 1 which are originally used as the automatic train running device are omitted. Next, the operation of the devices of Figs. 15 and 16 will be described. In Fig. 15, ΑΤ0108 will obtain the speed-restricted data from the ATC 102 in advance, obtain the pre-acquired information such as the route condition, the vehicle condition, and the operating conditions from the DB 103, and simultaneously obtain the speed, and then perform a specific operation to generate the operation. The control command formed by the command or the deceleration command realizes the automatic operation of the train 如 as described above. ΑΤ 0108 receives the departure signal from the driving station 104, and starts the automatic operation operation by the automatic train operation means. After the departure, the load information obtained from the load handler 105, the speed data obtained from the speed detector 106, and the ground detection information obtained from the ground sub-detector 107 are utilized. The load information is used as the weight related information of the train, and the ground sub-test information is used for the compensation of the position information. Using this information, -29 - 1276560 (24) ΑΤΟ 1 0 8 can be used to formulate train control commands (running commands / deceleration commands). When the operation command is prepared as a control command, the operation command is output, and the train is operated by the drive device 109. In addition to the running torque (running traction) command, the running command has a running level command and the like when driving. When the deceleration command is prepared as a control command, the deceleration command is output. The deceleration device 1 10 is used to decelerate the train. The deceleration command is the braking force command, and when the class is driving, it is the braking class command. Next, a detailed description of the action of AT01 08 will be carried out with reference to Fig. 16. When receiving the departure signal from the driver's station 104, first, the pre-business test driving means or the driving after the business is judged by the pre-employment driving determination means 120. The method of judging at this time may be a method using a flexible flag such as "testing when the flag is not set", "having a business trip when the flag is established", and a method of setting the result by using a rigid switch. When the pre-business driving determination means 120 determines that the pre-business test is being carried out, the pre-business characteristic initial setting means 1 2 1 sets the initial characteristic parameters at the time of the pre-business test driving. The method of setting can be considered by using the human-machine interface to manually implement the setting method before the start of driving. In addition, in terms of setting the contents of the 値, it is possible to extract the characteristic parameters from the information that can be obtained in advance, such as the specifications of the train and the route characteristics, and input them. Then, using the characteristic parameters set by the pre-business characteristic initial setting means 1 2 1 , the test driving of the train using the automatic operation is carried out by the pre-service test train automatic operation means 1 22 . In terms of the method of automatic train operation, such as the development of the best driving plan when parking by the station, according to the implementation of the automatic operation, and the large deviation from the best driving plan, re-planning driving -30-1276560 (25) plan Or a method of applying compensation using error feedback to the control command. In addition, in the case of a pre-operating pre-vehicle, for example, a train of a graded train, a test vehicle or the like of a utilization level for the purpose of characteristic estimation is performed, and a vehicle for the purpose of characteristic estimation is executed. Next, the result of the automatic operation performed by the pre-service test train automatic operation means 122 is stored by the driving result storage means 1 23. When storing, the target driving plan, speed information and location data measured at the time of driving are regarded as electronic files stored in a medium such as a hard disk (HD). Next, the calculation of the characteristic parameters is carried out by the pre-service characteristic estimating means 124 using the test driving result stored by the driving result storing means 133. Predicted characteristic parameters such as weight, acceleration characteristics, and deceleration characteristics should be implemented before the business. In terms of the weight of the total number of trains, the number of trains before the operation is “there is no passenger riding”, and the acceleration or deceleration during taxiing and the driving resistance of the train can be used to estimate. Here, a case where the train of the object is expressed by the simple physical form of the equation (7) is considered. In terms of train running resistance, calculations can be performed using the formulas of the route characteristics such as slope and curvature, air resistance, and frictional resistance. In addition, please refer to the document "Operation Theory (DC AC Power Station)" for the calculation of train running resistance. In general, the train running resistance F Γ can be expressed as follows.
Fr= Frg+ Fra+ Frc -31 - (26) 1276560 =s + (A+Bv+Cv2 ) + 800/r 但’ Fr爲列車阻力[kg重/ton] ’ Frg爲斜率阻力[kg重 /ton](上坡爲正、下坡爲負)’ Fra爲行車阻力[kg重/ton] ,Frc爲曲線阻力[kg重/ton],s爲斜率[%Q],a、B、C爲係 數,v爲列車速度,r爲曲率半徑。 若考慮上述項目,則重量可以式(7 )之變形一下式 來推算。 M= (F-Fr) la ".(12) 式(12 )中,滑行行車時,只要使運行牽引力F成爲0 (零)即可。又,加速度(或減速度)α方面,可以最 小平方法等,利用計測結果(列車行車速度)實施運算。 在以上之處理中可推算出重量Μ。 結束重量Μ之推算運算後,可利用此重量推算値來推 算運行特性及煞車特性。 首先,使用重量推算値]VIest、運行時之加速度aacc 、以及列車行車阻力Fr,推算運行特性(運行等級及運行 牽引力之關係等)。運行時之加速度a acc及列車行車阻 力Fr方面,可以和前述重量運算相同之之處理來獲得。利 用其及重量推算値,可以下式推算運行牽引力F° F = Mesta acc + Fr -32- (27) 1276560 利用等級實施運行操作之列車時,可以式(1 3 )推算 各等級之運行牽引力。亦可依據其來推算運行等級及運行 牽引力之關係。 又,使用重量推算値、減速時之減速度、及列車行車 阻力,可推算煞車力特性。減速時之減速度及列車行車阻 力方面,可以利用和前述重量運算相同之處理來取得。使 用其及重量推算値,可以下式推算煞車力F。Fr= Frg+ Fra+ Frc -31 - (26) 1276560 =s + (A+Bv+Cv2 ) + 800/r But 'Fr is the train resistance [kg weight / ton] ' Frg is the slope resistance [kg weight / ton] ( Uphill is positive and downhill is negative) 'Fra is driving resistance [kg weight/ton], Frc is curve resistance [kg weight/ton], s is slope [%Q], a, B, C are coefficients, v For train speed, r is the radius of curvature. If the above items are considered, the weight can be estimated by the variant of equation (7). M= (F-Fr) la ". (12) In the formula (12), when the vehicle is coasting, the running traction force F may be set to 0 (zero). Further, in terms of acceleration (or deceleration) α, the calculation can be performed using the measurement result (train travel speed) by the minimum level method or the like. In the above process, the weight Μ can be derived. After the calculation of the weight Μ is completed, the weight estimation 値 can be used to estimate the running characteristics and the braking characteristics. First, use the weight estimation VI] VIest, the acceleration aacc at runtime, and the train running resistance Fr to estimate the operating characteristics (the relationship between the operating level and the running traction, etc.). The acceleration a acc and the train resistance Fr in operation can be obtained by the same processing as the aforementioned weight calculation. Using its weight and weight estimation, the running traction can be estimated by the following formula: F° F = Mesta acc + Fr -32- (27) 1276560 When the train is operated with the grade, the running traction of each grade can be calculated by the equation (1 3 ). It can also be used to estimate the relationship between the operating level and the running traction. In addition, the braking force characteristics can be estimated by using the weight estimation 减, the deceleration during deceleration, and the train running resistance. The deceleration at the time of deceleration and the train resistance can be obtained by the same processing as the above weight calculation. Using this and the weight calculation 値, the braking force F can be estimated by the following formula.
14 F = Mesta dec + Fr 但,a dec爲減速度(負之加速度)。 利用等級實施煞車操作之列車時,可以式(1 4 )推算 各等級之煞車力。且可利用此結果推算煞車等級及煞車力 之關係。 這些推算値最好在站間行車後、或停車時進行運算, 然而,亦可在列車行車中進行運算,並在列車行車中確認 運算結果。利用此方式實施重量·運行特性、及煞車特性 之推算,對於各列車編成輛數之誤差,亦可在營業行車前 之比以往更短的時間即完成調整。 其次,對以營業前特性推算手段1 24推算所得之特性 推算値,以推算結果補償手段125實施補償。實施補償時 ,應將其設定爲理論上可實現之特性參數的容許範圍內, 且必須將其修正爲此容許範圍內。例如,特性推算値若超 -33- (28) 1276560 過容許範圍時,則可考慮使用預先實施運算之設定値、或 使用容許範圍內之限制値等。若偏離此容許範圍過大時, 則必須重新執行試驗行車等之操作。 其次,將以推算結果補償手段1 25實施補償之特性推 算値,使用特性推算値儲存手段126儲存於學習特性DB130 。儲存之方法上,可以利用和前述行車結果儲存手段1 23 相同之方法。學習特性DB130除了可儲存營業行車前之試 驗行車所得之特性推算結果以外,尙可儲存後述之營業行 車後學習所得之特性學習結果。 以下說明利用營業前行車判斷手段120判斷爲營業後 之行車時的情形。 營業行車時,會先以特性初始値設定手段1 3 1設定特 性參數之初始値。最初之營業行車時,會使用從學習特性 DB 13 0取得之利用特性推算値儲存手段1 26儲存之特性參數 (特性推算結果)。隨著營業行車的經過而同時進行學習 時,可使用從學習結果得到之特性參數(特性學習結果) 〇 其次,使用以特性初始値設定手段1 3 1設定之特性參 數,列車自動運轉手段132會執行列車之自動運轉行車。 列車之自動運轉方面,基本上,和營業前試驗行車用列車 自動運轉手段122相同,營業後時,因有不特定多數之乘 客乘車,重量會產生變動。因此,從車站出發後之初期運 行時,必須推算站間行車時之重量。重量推算之方法,若 可取得應負載,則亦可利用應負載。無法利用應負載時, -34- 1276560 (29) 則可在車站出發後之初期運行時,執行和營業前特性推算 手段124及推算結果補償手段125相同之作用來推算重量。 推算之結果和特性初始値設定手段1 3 1設定之値不同時, 則必須再度實施行車計畫擬定等之處理。第1 7圖係從車站 出發後之初期運行時實施重量推算時之槪要。 第17圖中,橫軸係出發站至下站爲止之距離一亦即位 置,縱軸係以速度模式表示各位置之速度。依據出發站停 車時利用特性推算値擬定之最佳行車模式1 3 1 (細虛線) 開始執行行車後,會依據初期運行區間130之實際行車結 果一亦即實際行車模式1 3 2 (粗實線)實施重量推算,並 依據該重量推算値,以重新運算並實施補償之方式來擬定 行車模式13 2 (粗虛線),並依此實施實際行車運轉。 其次,將以列車自動運轉手段32實施之自動運轉的結 果’利用營業後行車結果儲存手段3 3實施儲存。儲存之方 法’可以採用和前述行車結果儲存手段23相同之方法。 其次,利用以營業後行車結果儲存手段1 3 3儲存之行 車^結果,利用營業後特性學習手段1 34實施特性學習。此 特性之定期學習方面,會以下述方式實施。 (1 )依據站間行車結果之學習 (2 )依據全路線行車結果之學習 (3)依據1日份行車結果之學習 (4 )依據數日份行車結果之學習 (5 )依據數個月份行車結果之學習 以下係針對上述(1 )〜(5 )分別實施説明。 -35- (30) 1276560 (1 )依據站間行車結果之學習 依據站間行車後取得之站間行車結果執行學習,並將 學習結果反映於下一站間行車時。例如,在開始下雨時, 學習煞車力降低時之對應。判斷必須對一站間之行車結果 實施學習的實例,例如,下雨天時之煞車力降低的對應。 雨天時,若列車使用空氣煞車,則雨水會減少煞車塊之摩 擦而降低煞車力(減速性能)。此時,在開始下雨後,應 可發現減速性能降低。只要依據此結果學習煞車力之特性 即可。此時之學習結果,因爲通常爲暫時性者,故可另行 儲存,並當做臨時特性參數利用即可。 (2 )依據全路線行車結果之學習 依據1路線最初至最後爲止之行車結果執行學習,並 將學習結果反映於開始下一路線之行車上。例如,結束一 路線行車時,若各站幾乎都有目標停止位置之過不足(偏 離量)的情形時,爲了消除該偏離量,只要對應偏離量實 施煞車力特性之學習即可即可。例如,超過目標停止位置 時’應爲煞車力特性之設定値稍爲大於實際値。亦即,因 爲大於實際之煞車力,故無法獲得假設之減速度。此時, 只要實施使煞車力特性之設定値稍小的學習即可。 (3 )依據1日份行車結果之學習 依據1日份之行車結果執行學習,並將學習結果反映 -36- (31) 1276560 於次日之行車上。例如,觀察1日份之行車結果(例如,1 路線全體之行車數次份的行車結果)時,幾乎可以說一定 會發現在某站間之停車,相對於目標停止位置,一定都會 超過相同程度,很可能是該站間之斜率及曲線等路線特性 參數的設定上有誤差。此時,只要實施對應行車結果稍爲 調整斜率及曲線等路線特性參數之學習即可。 (4)依據數日份行車結果之學習 儲存數日份之行車結果,並依據該儲存結果執行學習 。例如’觀察數日份之行車結果,若只有在同一時間帶才 會出現行車計畫之偏離時,應該爲受到某種因素之影響, 而只有該時間帶之運行牽引力特性或煞車力特性處於偏離 實際之狀況。若其他時間帶未出現偏離,則特性參數本身 應該未偏離實際,故只對對象時間帶之特性執行補償,以 後,再利用學習修正該補償値即可。 (5 )依據數個月份行車結果之學習 儲存數個月份之行車結果時,依據該儲存結果執行學 習。例如,依據維修點檢時等儲存之行車結果,執行學習 。例如,觀察3個月份之行車結果,可以發現,3個月前、 2個月前、及1個月前之煞車力會隨著時間之經過而呈現逐 漸降低的狀況。此種狀況,很難以數日份行車結果之學習 來判斷。使用空氣煞車時,很可能是摩擦導致煞車塊磨損 。因此,必須依據此結果,變更(學習)特性參數、或 -37- 1276560 (32) 是採取依其程度實施煞車塊之更換等對策。此外,亦可採 用變更車輪徑等時效變化對策。 以上之學習,可選擇性地利用第1 8圖流程所示實例來 實施學習。第1 8圖中,利用營業前行車判斷手段1 20實施 爲營業前之試驗行車、或營業後之營業行車之判斷(步驟 15 1),判斷結果爲前者(營業前試驗行車)時,實施營 業前試驗行車(步驟1 52 ),執行初期參數之推算(步驟 1 5 3 )並結束處理。若步驟1 5 1之判斷結果爲營業行車,則 實施對應行車內容之5種學習之其中之一。亦即,判斷營 業行車之結束行車的形態(步驟1 54 ),若爲結束站間行 車則實施「( 1 )依據站間行車結果之學習」(步驟1 5 5 ) ,若爲結束全路線行車則實施「( 2 )依據全路線行車結 果之學習」(步驟156)。步驟154中,若爲結束1日份行 車時,會進一步判斷儲存多少日份之資料(步驟1 5 7 ), 依據其判斷結果,若爲已儲存1日份資料則實施 「( 3 ) 依據1日份行車結果之學習」(步驟1 5 8 ),若爲已儲存數 曰份資料則實施「( 4 )依據數日份行車結果之學習」( 步驟1 59 ),若爲已儲存數個月份資料則實施「( 5 )依據 數個月份行車結果之學習」(步驟160)。 然而,第1 8圖中以粗線表示之各學習步驟1 5 5、1 5 6、 1 5 8、1 5 9、1 6 0,只在行車結果呈現以下所示之必須學習 的傾向時才會實施學習。亦即, a) 持續呈現相同傾向之偏離時(例如,全路線行車 結果中,全部站間都出現相同程度之目標停止位置超過時 -38- 1276560 (33) 等):以及 b) 出現明顯偏離時。 學習上’可以考慮以某一定比例增減相關某特性參數 之方法。例如,如前面所述,全路線行車結果中,全部站 間都出現相同程度之目標停止位置超過時,應爲煞車力之 設定値稍大於實際之煞車力,故實施以一定比例縮小煞車 力特性之設定値的學習。 尤其是依據站間行車結果之學習方面,很少會出現數 個呈現相同傾向之偏離的情形。因此,此時,應實施以下 之學習。亦即, •對象自動列車運轉方式: 行車計畫及實際計測値出現相當大之偏離時,對應偏 差實施針對控制指令(運行等級指令、煞車等級指令等) 之補償的自動列車運轉方式。 •學習方法: 行車計畫及實際計測値出現偏離時,對應控制指令補 償之狀況實施學習。以煞車力特性爲例,例如,煞車時, 若出現會使煞車等級大於計畫之控制指令補償時,應爲未 得到假設之減速度。此時,應該是煞車力特性設定値過大 ,故只要實施以一定比例縮小煞車力特性之設定値的學習 即可。若出現會使煞車等級小於計畫之控制指令補償時, 相反的,只要實施以一定比例擴大煞車力特性之設定値的 -39· (34) 1276560 學習即可。 推算特性和實際値不同之判斷上,係以計測資料形式 取得之加減速度爲基礎,使用假設之特性的列車行車相關 特性、路線形狀相關特性(斜率、曲線等)、重量、運行 牽引力或煞車力來判斷是否滿足式(7 )即可。 如上所示,會針對利用營業後特性學習手段1 34實施 學習之結果,由學習結果補償手段1 3 5實施補償。補償之 方法,可以採取和前述推算結果補償手段1 25相同之處理 。此補償結果會被視爲特性學習結果而儲存於學習特性 DB130。 以上所示,即使在營業運轉時亦會實施學習,一邊調 整特性參數一邊執行營業行車。 以上之大部份的學習,係到站時等之列車停車中的線 上自動學習。但,運行時之重量的推算則係行車中之線上 自動推算。 如此,利用不斷實施學習•推算執行列車之自動運轉 ,可以在對列車編成輛數之不同、及時效變化等有良好對 應之情形下實施自動運轉。 如以上説明所示,利用實施形態7之自動列車運轉裝 置,在營業行車前可實施重量•運行牽引力•煞車力之推 算。對於不同之列車編成輛數,亦可在比以往更短之時間 內調整,營業後亦可實施特性參數之學習,故即使特性參 數出現變化時,仍可實現具有良好乘坐舒適性及停止精度 的自動運轉。又,營業後之學習方面,可依據利用資料之 -40- (35) 1276560 期間,區分成站間行車部份、及路線行車部份等之學習, 故可獲得更待合實際狀況之學習。又,營業前之推算、及 營業後之學習中,會實施推算•學習結果之補償,萬一出 現不可能之結果時,亦可以補償之方式,而在不使用不可 能之特性參數的情形下實施推算·學習。 採取如上之方式,隨著特性學習之進展,而可擬定有 效之最佳行車計畫。又,若列車行車中出現較大之學習時 ,會觸發該學習,重新擬定行車計畫,而實現可滿足乘坐 舒適性、目標停止位置停止精度、及行車時分之自動列車 運轉。 實施形態7中,大部份之學習係到站時等列車停車中 之線上自動學習,而運行時之重量推算則係行車中之線上 自動推算。然而,若具有在列車行車中可確認學習進行狀 況之人機介面時,亦可在行車中實施線上自動學習,並在 駕駛員之判斷,實現使用學習結果之系統。此時,亦可只 使學習手段成爲單獨之其他裝置,並將其當做自動列車運 轉之支援裝置。 第1 9圖係實施形態9之自動列車運轉裝置的重要部位 構成。此實施形態中,營業後特性學習手段包括各請求項 之自動特性學習手段1341、自動特性學習手段1 342、自動 特性學習手段1 3 43、自動特性學習手段1 344、及自動特性 學習手段1 3 45,此外,尙具有輸入這些自動特性學習手段 所得到之學習結果的學習結果比較手段1 3 6、以及依據學 習結果比較手段1 3 6之比較結果對學習結果執行補償之學 (36) 1276560 習結果補償手段1 3 7。 自動特性學習手段1341〜1 3 45會分別實施如實施形態 7之説明所示的特性學習。學習結果比較手段1 3 6會接受自 動特性學習手段1341〜1 345之學習結果,對各學習結果進 行比較,檢查其相互間是否出現較大的矛盾。自動特性學 習手段1 3 4 1〜1 3 4 5中,學習期間一亦即學習之間隔有相當 大的差異,基本上,依學習期間較短之一方的結果來檢查 學習期間較長之一方的結果即可。例如,自動特性學習手 段1 3 4 5之學習結果明顯爲相同時間帶之自動特性學習手段 1 3 44之學習結果的η倍一例如10倍之値時,將其判斷爲明 顯異常,並將自動特性學習手段1 345之學習結果視爲具有 重大矛盾之結果即可。又,利用自動特性學習手段1 3 4 1〜 1345內之複數結果來執行檢查,亦可進一步提高檢查精度 〇 其次,學習結果補償手段1 3 7會針對學習結果比較手 段1 3 6中出現重大矛盾之比較結果執行補償。補償之方法 上’最簡單的方法就是直接利用學習期間(學習間隔)較 短之自動特性學習手段的學習結果之方法。然而,使用自 動特性學習手段1341〜1 345之複數學習結果時,亦可考慮 採用這些學習結果之平均値。又,若出現大部份之自動特 性學習手段1341〜1345的學習結果都呈現矛盾之結果時、 或自動特性學習手段1341〜1345之學習結果相互存在較大 誤差時’亦可考慮使用其平均値。 自動特性學習手段1 34可利用適應觀察器來執行特性 -42- 1276560 (37) 學習。若對象設備已實施如式(7)之公式模型化時’適 應觀察器利用可觀測(檢測)之値鑑定該參數。亦可以類 型來實施系統鑑定,列車自動運轉手段1 8 1隨時利用適應 觀察器之鑑定結果,可以構成一種適應控制系。式(7) 時,利用適應觀察器,可以觀測値之加減速度(可從速度 檢測器1 06之檢測速度計算)、及控制指令値之運行牽引 力或煞車力,隨時鑑定重量、列車行車阻力。適應觀察器 之演算上,可以採用擴張最小平方法、擴張卡爾曼觀察器 、及適應觀察器等(詳細情形請參照「強力適應控制入門 」(寺尾滿監修、金井喜美雄著,OHMSHA發行)之第2 章 「未知設備之推算及適應觀測器」Ρ·47〜87、或「系 統控制系列6最佳濾波」 (西山精著、培風鎭)之3.3節 「適應觀察器」Ρ.50〜57)。 如以上所示,實施學習期間(學習間隔)不同之數個 自動特性學習手段的比較,以排除矛盾之學習結果,可得 到更高精度之特性學習結果。 第1 1實施形態中,自動特性學習手段1 3 4亦可利用干 擾觀察器實施特性學習。干擾觀察器大都會利用運動控制 等,係鑑定干擾之物(詳細情形請參照「利用MATLAB之 控制系設計」(野渡健蔵編著、西村秀和·平田光男共著 、東京電機大學出版局)之4.4節「運動控制之干擾觀察 器」Ρ.99〜102)。將式(1)之列車行車阻力視爲運動控 制之力干擾,可利用干擾觀察器隨時推算列車行車阻力。 利用此推算結果實施學習,可執行更高精度之學習。 -43- (38) 1276560 參照圖面,實施本發明第1 2實施形態的詳細説明。第 20圖係自動列車運轉裝置1及資料儲存部201之構成圖。 自動列車運轉裝置1係由列車特性學習手段之列車特 性學習裝置207、及自動列車運轉手段之自動運轉控制部 2〇 8所構成。列車特性學習裝置207會在列車行車中取得列 車之特性資料(列車阻力、遲延時間等(後述))及路線 資料。利用列車特性學習裝置2 0 7取得之資料,會儲存於 資料儲存部201。利用列車特性學習裝置207取得並儲存於 資料儲存部201之資料,會輸出至自動運轉控制部208。自 動運轉控制部20 8會依據利用列車特性學習裝置20 7取得且 儲存於資料儲存部20 1之資料,擬定行車計畫。列車會依 據此行車計畫實施自動運轉。 列車特性學習裝置207係由資料儲存手段資料儲存部 20 1、列車重量計算手段及運行牽引力偏差檢測手段之列 車重量計算部209、列車阻力計算手段之列車阻力計算部 2 1 0、煞車力計算手段及煞車力偏差檢測手段之煞車力計 算部2 1 1、遲延時間計算手段之遲延時間計算部2 1 2、以及 乘車率計算手段之乘車率計算部2 1 3、檢測列車速度所構 成。 資料儲存部201之輸出會輸入至列車重量計算部209、 列車阻力計算部2 1 0、煞車力計算部2 1 1、乘車率計算部 213、及自動運轉控制部208。列車重量計算部209之輸出 則會輸入至資料儲存部20 1。列車阻力計算部2 1 0之輸出會 輸入至資料儲存部201。煞車力計算部211之輸出則會輸入 -44- (39) 1276560 至資料儲存部201。 遲延時間計算部2 1 2之輸出會輸入至資料儲存部20 1。 乘車率計算部213之輸出會輸入至資料儲存部201。運轉控 制部8之輸出會輸入至列車重量計算部209、煞車力計算部 2 1 1、遲延時間計算部2 1 2、及乘車率計算部2 1 3。 實施列車加速之運行時,資料儲存部2 0 1會將列車阻 力値、自動運轉控制部208會將運行牽引力値F及現時點之 列車速度V輸入至列車重量計算部2 0 9。列車重量計算部 2 〇9會利用列車阻力値Fr、運行牽引力値F、及列車速度V 以公式1 5計算列車重量Μ。列車重量計算部2 0 9所求取之 列車重量Μ會儲存資料儲存部。公式15中,μ爲列車重量 、F爲運行牽引力値、Fr爲列車阻力値、α爲列車加速度 。列車加速度α可利用列車速度V求取。 (F — Fr )14 F = Mesta dec + Fr However, a dec is the deceleration (negative acceleration). When a train that performs a brake operation is used, the brake force of each grade can be estimated by the formula (1 4 ). This result can be used to estimate the relationship between the brake class and the braking force. These calculations are best calculated after the station is driving or when the vehicle is parked. However, it is also possible to perform calculations in the train and confirm the calculation results in the train. By implementing the weight, the running characteristics, and the braking characteristics in this way, the number of trains can be adjusted in the number of trains, and the adjustment can be completed in a shorter period of time before the business trip. Next, the characteristic obtained by the pre-business characteristic estimating means 1 24 is estimated, and the compensation result compensation means 125 is used for compensation. When performing compensation, it should be set within the allowable range of theoretically achievable characteristic parameters and must be corrected to this tolerance. For example, if the characteristic calculation is over-33-(28) 1276560, the setting of the calculation beforehand, or the restriction within the allowable range, etc., can be considered. If the deviation from this allowable range is too large, the operation of the test driving or the like must be re-executed. Next, the characteristic calculation of the compensation is performed by the estimation result compensation means 156, and the characteristic estimation calculation means 126 is stored in the learning characteristic DB 130. The method of storing can be the same as the above-described driving result storage means 1 23 . The learning characteristic DB 130 can store the characteristic learning results obtained after the business trip described later, in addition to the characteristic calculation results obtained by the trial driving before the driving. The case where it is determined by the pre-vehicle driving determination means 120 that it is driving after the business is described below. When driving, the initial parameters of the characteristic parameters are set first by the characteristic initial setting means 1 31. In the first business driving, the characteristic parameters (characteristic estimation results) stored in the storage means 1 26 are estimated using the utilization characteristics obtained from the learning characteristic DB 130. The function parameter (characteristic learning result) obtained from the learning result can be used at the same time as the business travels, and the characteristic parameter set by the characteristic initial setting means 1 31 can be used, and the train automatic operation means 132 Perform automatic running of the train. In terms of the automatic operation of the train, basically, it is the same as the automatic train operation means 122 for the pre-operating test train. When there is an unspecified number of passengers, the weight changes. Therefore, the initial weight of the station must be estimated when running from the station. The weight calculation method can also utilize the load if the load can be obtained. When the load is not available, -34-1276560 (29) can be used to calculate the weight in the same manner as the pre-service characteristic estimation means 124 and the estimation result compensation means 125 at the initial stage of the station departure. If the result of the calculation and the characteristic initial setting means 1 3 1 are different, the processing plan and the like must be re-executed. Figure 17 is a summary of the weight calculations performed during the initial operation from the station. In Fig. 17, the horizontal axis represents the distance from the departure station to the next station, and the vertical axis represents the speed of each position in the speed mode. According to the characteristics of the departure station, the optimal driving mode is calculated according to the characteristics of the departure. 1 3 1 (fine dotted line) After the execution of the driving, the actual driving result according to the initial running interval 130 will be the actual driving mode 1 3 2 (thick solid line) The weight calculation is performed, and based on the weight calculation, the driving mode 13 2 (thick broken line) is calculated by recalculating and implementing the compensation, and the actual running operation is performed accordingly. Next, the result of the automatic operation performed by the automatic train operation means 32 is stored by the post-business driving result storage means 33. The method of storing ' can be the same as the above-described driving result storage means 23. Next, the characteristic learning is performed by the post-business characteristic learning means 134 using the result of the driving stored in the post-business driving result storage means 133. Regular learning aspects of this feature are implemented in the following manner. (1) Learning based on the results of inter-station driving (2) Learning based on the results of the whole route (3) Learning based on the results of the 1 day driving (4) Learning based on the results of several days of driving (5) Driving according to several months The results of the following are explained below for each of (1) to (5). -35- (30) 1276560 (1) Learning based on the results of the inter-station driving According to the inter-station driving results obtained after the inter-station driving, the learning results are reflected in the next station driving. For example, when it starts to rain, learn the correspondence when the braking force is reduced. It is judged that an example of learning must be carried out for the driving result of one station, for example, the corresponding reduction in the vehicle power in the rainy day. In rainy days, if the train uses air brakes, the rain will reduce the friction of the brake blocks and reduce the braking force (deceleration performance). At this point, after the start of rain, you should find that the deceleration performance is reduced. Just learn the characteristics of the braking force based on this result. The learning result at this time is usually temporary, so it can be stored separately and used as a temporary characteristic parameter. (2) Learning based on the results of the full-route driving The learning is performed based on the driving results from the first to the last of the route, and the learning results are reflected on the driving of the next route. For example, when there is almost no shortage of the target stop position (deviation amount) at the end of a route, in order to eliminate the amount of deviation, it is sufficient to perform the learning of the vehicle force characteristic corresponding to the deviation amount. For example, when the target stop position is exceeded, the setting of the braking force characteristic should be slightly larger than the actual 値. That is, the assumed deceleration cannot be obtained because it is larger than the actual braking force. In this case, it is only necessary to carry out the learning in which the setting of the braking force characteristic is slightly smaller. (3) Learning based on the results of the one-day driving The learning is carried out based on the results of the one-day driving, and the results of the learning are reflected in the driving of -36- (31) 1276560 on the next day. For example, when observing the results of the driving on the 1st (for example, the driving result of several trips of the entire route), it is almost certain that the parking between the stations will definitely exceed the same level with respect to the target stop position. It is likely that there is an error in the setting of the route characteristic parameters such as the slope and the curve between the stations. In this case, it is sufficient to perform the learning of the route characteristic parameters such as the slope and the curve with a slight adjustment of the corresponding driving result. (4) Learning based on several-day driving results Store the results of several days of driving and perform learning based on the stored results. For example, 'observing the results of several days of driving, if the deviation of the driving plan will only occur at the same time, it should be affected by certain factors, and only the running traction characteristics or braking force characteristics of the time zone are deviated. The actual situation. If there is no deviation in other time zones, the characteristic parameter itself should not deviate from the actual situation, so only the characteristics of the object time zone are compensated, and then the compensation can be corrected by learning. (5) Learning based on the results of several months of driving When storing the driving results for several months, the learning is performed based on the stored results. For example, the learning is performed based on the stored driving results such as the maintenance check. For example, by observing the results of the three-month driving, it can be seen that the vehicle power of 3 months ago, 2 months ago, and 1 month ago will gradually decrease as time passes. In this situation, it is difficult to judge by studying the results of several days of driving. When using an air brake, it is likely that friction causes the brake block to wear. Therefore, it is necessary to change the (learning) characteristic parameter based on the result, or -37-1276560 (32) is to take measures such as replacing the brake block according to the degree. In addition, measures to change the aging time such as the wheel diameter can be used. In the above study, the examples shown in the flowchart of Figure 18 can be selectively used to implement the learning. In the first drawing, the pre-business driving determination means 1 20 is used to determine the pre-business test driving or the business driving after the business (step 15 1), and the result of the determination is the former (pre-business test driving), and the business is carried out. Before the test is carried out (step 1 52), the initial parameter estimation is performed (step 1 5 3 ) and the processing is terminated. If the result of the determination in step 151 is a business trip, one of the five types of learning corresponding to the driving content is implemented. In other words, it is judged that the vehicle is in the end of the driving mode (step 1 54), and if it is to end the inter-station driving, "(1) learning based on the inter-station driving result" (step 1 5 5) is executed, Then, "(2) Learning based on the results of the entire route is implemented" (step 156). In step 154, if the driving is completed for one day, the data of how many days are stored is further determined (step 157), and based on the result of the judgment, if the data of one day has been stored, "(3) basis 1 is implemented. "Learning of daily driving results" (Step 1 5 8), if it is already stored for several copies of the data, implement "(4) Learning based on several-day driving results" (Step 1 59), if it has been stored for several months The information is implemented as "(5) Learning based on the driving results of several months" (step 160). However, the learning steps 1 5 5, 1 5 6 , 1 5 8 , 1 5 9 , 1 60 0 indicated by thick lines in Fig. 18 are only when the driving result shows the tendency to learn as shown below. Will implement learning. That is, a) when the deviation of the same tendency is continuously exhibited (for example, in the whole route driving result, the same degree of target stop position occurs when all stations exceed -38-1276560 (33), etc.): and b) there is a significant deviation Time. Learning can be considered as a method of increasing or decreasing a certain characteristic parameter by a certain ratio. For example, as mentioned above, in the whole route driving result, when all the stations have the same degree of target stop position exceeding, the setting of the braking force should be slightly larger than the actual braking force, so the braking force characteristic is reduced by a certain ratio. The setting of learning. In particular, depending on the learning outcomes of the inter-station driving results, there are few cases where deviations of the same tendency occur. Therefore, at this time, the following learning should be implemented. That is, • Automatic train operation mode: When there is a considerable deviation in the driving plan and the actual measurement, the automatic train operation mode for the compensation of the control command (running level command, brake level command, etc.) is implemented corresponding to the deviation. • Learning method: When there is a deviation between the driving plan and the actual measurement, the learning is performed in response to the compensation of the control command. Taking the braking force characteristic as an example, for example, when braking, if there is a control command compensation that is greater than the plan, it should be a deceleration that is not assumed. In this case, the setting of the braking force characteristic should be too large, so it is only necessary to implement the learning of setting the braking force characteristic at a certain ratio. If there is a control command that compensates for the brake level less than the plan, the opposite is true, as long as the setting of the brake force characteristic is expanded to a certain extent, -39· (34) 1276560 can be learned. The judgment of the difference between the estimated characteristics and the actual , is based on the acceleration and deceleration obtained in the form of measurement data, using the characteristics of the train, the characteristics of the route shape (slope, curve, etc.), the weight, the running traction or the braking force. To determine whether the formula (7) is satisfied. As described above, the learning result compensation means 135 performs compensation for the result of the learning by the post-business characteristic learning means 134. The method of compensation can be the same as the above-mentioned estimation result compensation means 1 25 . This compensation result is stored as a characteristic learning result and stored in the learning characteristic DB130. As shown above, learning is carried out even during business operations, and business operations are performed while adjusting the characteristic parameters. Most of the above studies are automatically learned on the line during train stop at the time of the station. However, the calculation of the weight of the runtime is automatically calculated on the line in the vehicle. In this way, the automatic operation of the train can be carried out by continuously implementing the learning and calculation, and the automatic operation can be carried out in a situation where the number of trains is different and the timeliness changes are well matched. As described above, with the automatic train running device of the seventh embodiment, the calculation of the weight, the running traction, and the braking force can be performed before the driving. For the number of trains of different trains, it can be adjusted in a shorter period of time than before, and the characteristic parameters can be learned after the operation, so even if the characteristic parameters change, the ride comfort and stopping accuracy can be achieved. Automatic operation. In addition, after the business, the study can be based on the use of the information during the -40- (35) 1276560 period to distinguish between the part-by-station driving section and the route driving section, so that it is possible to learn more realistically. In addition, in the calculation before the business and in the post-business study, compensation for the calculation and learning results will be implemented. In the event of an impossible result, it can be compensated without using the impossible characteristic parameters. Implement calculations and learning. In the above way, as the characteristics learning progresses, an effective driving plan can be developed. In addition, if there is a large learning in the train, the learning will be triggered, and the driving plan will be redesigned to realize the automatic train operation that satisfies the ride comfort, the stopping accuracy of the target stop position, and the driving time. In the seventh embodiment, most of the learning is automatically learned on the line in the train stop when the train arrives at the station, and the weight calculation at the time of the train is automatically calculated on the line in the train. However, if there is a human-machine interface in which the learning progress can be confirmed during train driving, online automatic learning can be performed in the driving, and the system using the learning result can be realized at the judgment of the driver. At this time, it is also possible to use only the learning means as a separate device and use it as a support device for automatic train operation. Fig. 19 is a view showing an essential part of the automatic train running device of the ninth embodiment. In this embodiment, the post-business characteristic learning means includes an automatic characteristic learning means 1341 for each request item, an automatic characteristic learning means 1342, an automatic characteristic learning means 1343, an automatic characteristic learning means 1344, and an automatic characteristic learning means 1 3 45. In addition, the learning result comparison means 1 3 6 having the learning result obtained by inputting the automatic characteristic learning means, and the learning result performing the compensation based on the comparison result of the learning result comparison means 1 36 (36) 1276560 Result compensation means 1 3 7. The automatic characteristic learning means 1341 to 1 3 45 perform the characteristic learning as described in the seventh embodiment. The learning result comparison means 1 3 6 will accept the learning results of the automatic characteristic learning means 1341~1 345, compare the learning results, and check whether there is a large contradiction between them. In the automatic characteristic learning method 1 3 4 1~1 3 4 5, there is a considerable difference in the interval between the learning periods, and basically, one of the longer periods of the learning period is checked according to the result of one of the shorter periods of the learning period. The result is fine. For example, the learning result of the automatic characteristic learning means 1 3 4 5 is obviously the same as the n-time of the learning result of the automatic characteristic learning means 1 3 44 of the same time zone, for example, 10 times, it is judged as a significant abnormality, and will be automatically The learning result of the characteristic learning means 1 345 can be regarded as the result of a major contradiction. Further, the inspection is performed by the complex result in the automatic characteristic learning means 1 3 4 1 to 1345, and the inspection accuracy can be further improved. Secondly, the learning result compensation means 137 will have a major contradiction in the comparison result of the learning result. The comparison result performs compensation. The method of compensation The simplest method is to directly use the learning result of the automatic feature learning method with a short learning period (learning interval). However, the average 値 of these learning results can also be considered when using the complex learning results of the automatic feature learning means 1341~1 345. Moreover, if the learning results of most of the automatic characteristic learning means 1341 to 1345 appear to be contradictory, or when the learning results of the automatic characteristic learning means 1341 to 1345 have large errors, 'the average value may be considered. . Automated feature learning means 1 34 can be performed using an adaptive observer -42 - 1276560 (37) Learning. If the target device has been modeled as in equation (7), the adaptive observer uses the observable (detection) to identify the parameter. The system identification can also be carried out by type, and the train automatic operation means 81 can utilize the identification result of the adaptive observer at any time to form an adaptive control system. In the case of equation (7), the adaptive observer can be used to observe the acceleration and deceleration of the crucible (calculated from the detection speed of the speed detector 106), and the operating traction or braking force of the control command, to identify the weight and the train running resistance at any time. For the calculus of the observer, you can use the method of expanding the least squares, expanding the Kalman observer, and adapting the observer. (For details, please refer to the "Introduction to Strong Adaptive Control" (Taiji Manju, Jinjing Ximeixiong, OHMSHA) Chapter 2 "Inferred and Adapted Observers for Unknown Devices" 47·47~87, or "Optimal Filtering for System Control Series 6" (Xishan Jinglu, Peifeng) Section 3.3 "Adapting to the Viewer" Ρ.50~57 ). As shown above, the comparison of several automatic characteristic learning means with different learning periods (learning intervals) is carried out to eliminate the contradictory learning results, and a more accurate characteristic learning result can be obtained. In the first embodiment, the automatic characteristic learning means 134 can also perform characteristic learning using the interference observer. Interference observers use motion control, etc., to identify interferences (for details, please refer to "Designing with MATLAB Control System" (edited by Noda Kenji, Nishimura Hideo and Hirata Hikaru, Tokyo University of Electrical Engineering Publishing House) Section 4.4" Motion Control Interference Observer "Ρ.99~102). The train running resistance of the formula (1) is regarded as the force disturbance of the motion control, and the interference of the train can be estimated at any time by using the interference observer. Using this calculation result to implement learning, you can perform learning with higher precision. -43- (38) 1276560 A detailed description of the first embodiment of the present invention will be made with reference to the drawings. Fig. 20 is a view showing the configuration of the automatic train running device 1 and the data storage unit 201. The automatic train running device 1 is composed of a train characteristic learning device 207 of a train characteristic learning means and an automatic operation control unit 〇 8 of an automatic train operating means. The train characteristic learning device 207 obtains the characteristic data (train resistance, delay time (described later)) and route information of the train in the train. The data acquired by the train characteristic learning device 207 is stored in the data storage unit 201. The data acquired by the train characteristic learning device 207 and stored in the data storage unit 201 is output to the automatic operation control unit 208. The automatic operation control unit 208 formulates a driving plan based on the data acquired by the train characteristic learning device 20 7 and stored in the data storage unit 20 1 . The train will operate automatically according to this driving plan. The train characteristic learning device 207 is a data storage means data storage unit 20 1 , a train weight calculation means, a train weight calculation unit 209 that operates the traction force deviation detecting means, and a train resistance calculation unit 2 1 0 of the train resistance calculation means, and a braking force calculation means. And the braking force calculation unit 2 1 1 of the braking force deviation detecting means, the delay time calculating unit 2 1 2 of the delay time calculating means, and the riding rate calculating unit 2 1 3 of the riding rate calculating means, and detecting the train speed. The output of the data storage unit 201 is input to the train weight calculating unit 209, the train resistance calculating unit 2 1 0, the braking force calculating unit 2 1 1 , the riding ratio calculating unit 213, and the automatic operation control unit 208. The output of the train weight calculating unit 209 is input to the data storage unit 201. The output of the train resistance calculating unit 2 1 0 is input to the data storage unit 201. The output of the braking force calculation unit 211 inputs -44-(39) 1276560 to the data storage unit 201. The output of the delay time calculation unit 2 1 2 is input to the data storage unit 20 1 . The output of the ride rate calculation unit 213 is input to the data storage unit 201. The output of the operation control unit 8 is input to the train weight calculation unit 209, the braking force calculation unit 2 1 1 , the delay time calculation unit 2 1 2, and the ride rate calculation unit 2 1 3 . When the train acceleration operation is performed, the data storage unit 207 inputs the train resistance 値, and the automatic operation control unit 208 inputs the operation traction force 値F and the train speed V at the current point to the train weight calculation unit 209. The train weight calculation unit 2 〇9 calculates the train weight 以 using the train resistance 値Fr, the running traction force 値F, and the train speed V by Equation 15. The train weight is obtained by the train weight calculation unit 209. The data storage unit is stored. In Equation 15, μ is the train weight, F is the running traction 値, Fr is the train resistance 値, and α is the train acceleration. The train acceleration α can be obtained by using the train speed V. (F — Fr )
(15 ) 列車重量計算部209亦可當做針對運行牽引力値F之運 行牽引力偏差檢測手段使用,可使用列車重量計算部2 〇 9 計算之列車重量Μ,當速度V之値、和計算出列車重量Μ 之時點所使用的値V 1不同時,可將其代入公式丨5而求取 正確的運行牽引力値F。列車重量計算部209亦可檢測此運 行牽引力値F、及自動運轉控制部208指示之運行牽引力指 令値Fk之偏差。運行牽引力指令値Fk&運行牽引力値ρ之 偏差會輸出至資料儲存部20 1進行儲存。因爲可檢測運行 -45- (40) 1276560 牽引力指令値Fk及運行牽引力値F之偏差,可在檢測時之 運行牽引力指令値Fk上加上運行牽引力指令値^及運行牽 引力値F之偏差份,即可計算當做新運行牽引力指令値Fk ,利用此處理,可實現更正確之列車自動運轉。 列車滑行時,資料儲存部20 1會對列車阻力計算部2 1 0 輸入列車重量Μ及速度V。利用資料儲存部20 1輸入之列車 重量Μ及速度V,可以公式1 6計算列車阻力値Fr。列車滑 行時’因沒有運行牽引力,故運行牽引力値F爲0。因運行 牽引力値F爲0,可將公式15變形而導出公式16。利用公式 1 6計算之列車阻力値Fr,會輸出至資料儲存部並儲存。公 式16中,Μ爲列車重量、F爲運行牽引力値、Fr爲列車阻 力値、α爲列車加速度。列車加速度α可利用列車速度V 求取。(15) The train weight calculating unit 209 can also be used as the running traction force detecting means for the running traction force 値F, and the train weight 计算 calculated by the train weight calculating unit 2 〇 9 can be used, and when the speed V is calculated, the train weight is calculated.値 When the 値V 1 used at the time is different, it can be substituted into the formula 丨5 to obtain the correct running traction 値F. The train weight calculating unit 209 can also detect the deviation between the running traction force 値F and the operating traction force command 値Fk instructed by the automatic operation control unit 208. The deviation of the running traction command 値Fk& running traction 値ρ is output to the data storage unit 20 1 for storage. Since the deviation of the -45- (40) 1276560 traction command 値Fk and the running traction force 値F can be detected, the deviation of the running traction command 値^ and the running traction force 値F can be added to the running traction command 値Fk at the time of detection. It can be calculated as a new running traction command 値Fk, and with this treatment, a more accurate train automatic operation can be realized. When the train is coasting, the data storage unit 20 1 inputs the train weight Μ and the speed V to the train resistance calculating unit 2 1 0 . The train resistance 値Fr can be calculated by Equation 16 using the train weight Μ and the speed V input from the data storage unit 20 1 . When the train is taxiing, the running traction force 値F is 0 because there is no running traction. Since the running traction force 値F is 0, the formula 15 can be deformed to derive the formula 16. The train resistance 値Fr calculated using Equation 16 will be output to the data storage unit and stored. In Equation 16, Μ is the train weight, F is the running traction 値, Fr is the train resistance 値, and α is the train acceleration. The train acceleration α can be obtained by using the train speed V.
Fr=F— Μα = 0— Μα (16) 列車阻力値Fr如「運轉理論(直流交流電力機關車) 交友社編」等所示,一般列車(高速車輛時會有若干差異 )時,斜率阻力値Frg、曲線阻力値Frc、及行車阻力値 Fra之和可以公式17來表示。又,可知,斜率阻力値Frg、 行車阻力値Fra、及曲線阻力値Frc亦可分別以公式18、公 式19、及公式20來表示。 因爲滑行時之列車阻力値Fr可利用列車重量Μ及速度 V計算,故列車阻力計算部210亦可計算斜率阻力値Frg及 -46 - (41) 1276560Fr=F— Μα = 0— Μα (16) Train resistance 値Fr as shown in “Operation Theory (DC AC Power Vehicle), Dating Society, etc.), when the general train (there is a difference in high-speed vehicles), the slope resistance The sum of 値Frg, curve resistance 値Frc, and driving resistance 値Fra can be expressed by Equation 17. Further, it is understood that the slope resistance 値Frg, the running resistance 値Fra, and the curve resistance 値Frc can also be expressed by Equation 18, Formula 19, and Formula 20, respectively. Since the train resistance 値Fr at the time of taxiing can be calculated by using the train weight Μ and the speed V, the train resistance calculating unit 210 can also calculate the slope resistance 値Frg and -46 - (41) 1276560
行車阻力値Fra。行車阻力値Fra可以利用速度V來計算。 又,曲線阻力値Frc會利用預先儲存於資料儲存部1之資料 。因列車阻力値Fr、行車阻力値Fr、及曲線阻力値Frc可 當做數値資料使用,故列車阻力計算部210可利用公式17 之變形計算斜率阻力値Frg。利用列車阻力2 1 0計算所得之 斜率阻力値Frg,會被輸出至資料儲存部201並儲存。公式 18中,s係斜率[%](上坡時爲正、下坡時爲負)。公式19 中,A、B、C係係數、V係速度[km/h]。公式20中,r爲曲 線半徑[m]。列車阻力計算部因在列車行車時可檢測斜率 阻力値及列車阻力値,故可檢測到正確資料。又,只要在 行車預定路線上實施一往返之行車即可檢測到資料,故具 有相當大之縮短時間的效果。公式1 7、公式1 8、公式1 9、 及公式20中,列車阻力値係Fr、斜率阻力値係Frg、行車 阻力値係Fra、曲線阻力値係Frc。A、B、C係係數、r係曲 線半徑。Driving resistance 値Fra. The driving resistance 値Fra can be calculated using the speed V. Further, the curve resistance 値Frc uses the data stored in advance in the data storage unit 1. Since the train resistance 値Fr, the driving resistance 値Fr, and the curve resistance 値Frc can be used as the data, the train resistance calculating unit 210 can calculate the slope resistance 値Frg using the deformation of the formula 17. The slope resistance 値Frg calculated by the train resistance 2 1 0 is output to the data storage unit 201 and stored. In Equation 18, the s-system slope [%] is positive for uphill and negative for downhill. In Equation 19, the coefficients of the A, B, and C systems and the velocity of the V system are [km/h]. In Equation 20, r is the radius of the curve [m]. The train resistance calculation unit can detect the slope resistance and the train resistance 在 when the train is driving, so the correct data can be detected. Moreover, as long as the data is detected by performing a round trip on the planned route, it has a considerable time reduction effect. In Equation 17, Equation 18, Equation 19, and Equation 20, the train resistance FFr, the slope resistance FFrg, the driving resistance FFra, and the curve resistance FFrc. A, B, C coefficient, r system curve radius.
Fr = Frg + Fra + Frc (17)Fr = Frg + Fra + Frc (17)
Frg = s (18)Frg = s (18)
Fra= A + B v + Cv2 ( 19 )Fra= A + B v + Cv2 ( 19 )
Frc= 800/r ( 20 ) 對於煞車力計算部21 1,自動運轉控制部208會輸入列 車速度V及煞車指令値Fs,資料儲存部201則會輸入列車重 量Μ及列車阻力値Fr。煞車力計算部2 1 1會利用列車速度V 、列車重量Μ、及列車阻力値Fr以公式2 1計算煞車力値Fb 。煞車力計算部21 1計算之煞車力値Fb會輸出至資料儲存 -47- 1276560 (42) 部201並儲存。 使用前述公式再度實施説明。公式21中,煞車力値爲 Fb、重量爲Μ、加速度爲α、列車阻力値爲Fr。Frc = 800 / r (20) For the braking force calculation unit 21 1, the automatic operation control unit 208 inputs the train speed V and the braking command 値Fs, and the data storage unit 201 inputs the train weight Μ and the train resistance 値Fr. The braking force calculation unit 2 1 1 calculates the braking force 値Fb by the formula 2 1 using the train speed V, the train weight Μ, and the train resistance 値Fr. The braking force 値Fb calculated by the braking force calculation unit 21 1 is output to the data storage -47-1276560 (42) portion 201 and stored. The description is re-implemented using the aforementioned formula. In Equation 21, the braking force is Fb, the weight is Μ, the acceleration is α, and the train resistance 値 is Fr.
Fb=Ma + Fr 煞車力計算部2 1 1可當做煞車力偏差檢測手段而計算 出煞車力計算部2 1 1計算之煞車力値Fb、及煞車指令値Fs 之偏差Fh (參照公式22 )。煞車計算部21 1計算之煞車力 値Fb、及煞車指令値Fs之偏差Fh,會被輸出至儲存部201 並儲存於儲存部201。在檢測偏差Fh時之煞車指令値Fs上 ,加上煞車力計算部2 1 1計算之煞車力値Fb、及煞車指令 値Fs之偏差Fh,可得到新的煞車力指令値Fs,使用這種計 算方法,可以對列車提供更正確之煞車力値Fb。公式22中 ,煞車力値係Fb、煞車指令値係Fs、偏差係Fh。 (22 )The Fb=Ma + Fr 煞 vehicle force calculating unit 2 1 1 calculates the deviation Fh (refer to Formula 22) of the braking force 値Fb calculated by the braking force calculating unit 2 1 1 and the braking command 値Fs as the braking force deviation detecting means. The deviation Fh between the braking force 値Fb and the braking command 値Fs calculated by the braking calculation unit 21 1 is output to the storage unit 201 and stored in the storage unit 201. A new braking force command 値Fs can be obtained by adding the deviation Fh of the braking force 値Fb calculated by the braking force calculating unit 2 1 1 and the braking command 値Fs to the braking command 値Fs when the deviation Fh is detected. The calculation method can provide a more correct braking force 値Fb for the train. In Formula 22, the vehicle braking system Fb, the braking command system Fs, and the deviation system Fh. (twenty two )
Fh= Fs- Fb 煞車時,會對遲延時間計算部輸入自動運轉控制部 208輸出煞車指令値Fs之時刻T1的資料、及列車速度減速 之時刻T2的資料。遲延時間計算部2 1 1會計算煞車指令値 Fs輸出之時刻T1的資料、及列車速度減速之時刻T2的資料 之偏差Th (參照公式23)。由遲延時間計算部211計算出 之偏差Th,會輸出至資料儲存部201並儲存。遲延時間Th -48- (43) 1276560 係接收到來自自動運轉控制部208之實際煞車指令至煞車 指令到達驅動裝置205及制動裝置206並執行動作爲止之時 間。檢測遲延時間Th,可在以考慮遲延時間Th之情形下 擬定行車計畫,而可獲得更正確且更安全之行車計畫。公 式23中,自動運轉控制部208輸出煞車指令値F之時刻爲T1 ,列車速度減速之時刻爲T2,遲延時間爲Th。 (23 )Fh = Fs - Fb When the vehicle is braking, the delay time calculation unit inputs the data of the time T1 at which the automatic operation control unit 208 outputs the braking command 値Fs and the time T2 at which the train speed is decelerated. The delay time calculation unit 2 1 1 calculates the data of the time T1 at which the brake command 値 Fs is output and the deviation Th of the data at the time T2 at which the train speed is decelerated (see Equation 23). The deviation Th calculated by the delay time calculation unit 211 is output to the data storage unit 201 and stored. The delay time Th - 48 - (43) 1276560 is the time until the actual brake command from the automatic operation control unit 208 is received until the brake command reaches the drive unit 205 and the brake unit 206 and the operation is performed. By detecting the delay time Th, a driving plan can be drawn up in consideration of the delay time Th, and a more correct and safer driving plan can be obtained. In the formula 23, the timing at which the automatic operation control unit 208 outputs the braking command 値F is T1, the time at which the train speed is decelerated is T2, and the delay time is Th. (twenty three )
Th= T2 - T1 資料儲存部201會對乘車率計算部21 3輸入空車時之列 車重量Mk、現時點之列車重量Μ、滿車時之乘客人數N、 及人類之平均體重Me。乘車率計算部213會利用空車時之 列車重量Mk、現時點之列車重量Μ、滿車時之乘客人數n 、及人類之平均體重Me,以公式24計算乘車率推算値 M r a t e。乘車率§十算部2 1 3 5十算之乘車率推算値μ r a t e,會 被輸入至資料儲存部201,並儲存於資料儲存部201。公式 24中,空車時之列車重量爲Mk、現時點之列車重量爲μ、 滿車時之乘客人數爲Ν、人類之平均體重爲Mc、乘車率推 算値爲Mr ate。 M — MkTh = T2 - T1 The data storage unit 201 inputs the train weight Mk at the time of the empty vehicle, the train weight 现时 at the current point, the number N of passengers at the time of full vehicle, and the average weight Me of the human to the boarding rate calculation unit 213. The ride rate calculation unit 213 calculates the ride rate estimation 値 M r a t e using Equation 24 using the train weight Mk at the time of the empty train, the train weight 现时 at the current point, the number of passengers n at the time of full vehicle, and the average weight Me of the human. The ride rate § 10 calculation unit 2 1 3 5 is used to calculate the ride rate 値μ r a t e, which is input to the data storage unit 201 and stored in the data storage unit 201. In Equation 24, the weight of the train at the time of the empty train is Mk, the weight of the train at the current point is μ, the number of passengers at the time of full vehicle is Ν, the average weight of the human being is Mc, and the estimated ride rate is Mr ate. M — Mk
Mrate =————— (24)Mrate =————— (24)
N 具有此構成之列車特性學習裝置2 0 7中,列車重量計 算部2 0 9可在列車運行時計算列車重量Μ,並經由資料儲 -49- (44) 1276560 存部20 1對乘車率計算部輸出現時點之列車重量μ。因此 ,可推算各站間之乘車率Mrate。因可推算站間之乘車率 Mrate,故可分析各站之乘車率變化、及時間之乘車率變 化。又,因列車重量計算部209可計算現時點之列車重量 Μ ’故亦計算出列車阻力値Fr及斜率阻力値Frg之正確資料 。自動運轉控制部208方面,則如日本特開平5 - 1 93 5 02及 日本特開平6-2845 1 9所示,利用地上子、列車速度、及經 過時間檢測列車之現在位置,並依據自動列車運轉模式( 參照第2 1圖(縱軸爲速度、橫軸爲距離(位置)))決定 目標速度。列車即以追隨此目標速度來實施列車自動運轉 控制。此外,亦可採用以行車距離及地上子來檢測位置之 方法,故自動運轉控制部之控制方式並無特別限制。 本實施形態之運轉控制部208具有以往之自動運轉控 制部所沒有之遲延時間補償手段、運行牽引力偏差補償手 段、及煞車力偏差補償手段。遲延時間計算部212會將遲 延時間輸入至遲延時間補償手段之遲延時間補償部(圖上 未標示)。遲延時間補償部(圖上未標示)會在考慮遲延 時間之情形下,計算煞車力或運行牽引力開始時間,控制 運行牽引力開始時間。運行牽引力偏差檢測手段之列車重 量計算部20 9會將運行牽引力偏差輸入至運行牽引力偏差 補償手段(圖上未標示)。運行牽引力偏差補償手段(圖 上未標示)會在考慮運行牽引力偏差之情形下,計算新的 運行牽引力指令値,控制運行牽引力。煞車力計算部會將 煞車力偏差補償値輸入至煞車力偏差補償手段(圖上未標 -50- (45) 1276560 示)。煞車力偏差補償手段(圖上未標示)會在考慮煞車 力偏差補償値之情形下,計算新的煞車力指令値,控制煞 車力。 本發明第1 2實施形態之自動列車運轉裝置,因列車特 性學習裝置207可在行車中收集乘車率、列車重量、列車 阻力、及煞車力等資料,不但在實施安全之自動運轉前會 收集資料,亦可應用於在實際有乘客乘坐之行車時,利用 行車時所收集之資料進一步修正行車計畫的車輛上。本實 施形態中,列車特性學習裝置207係採取在列車行車中處 理資料之方式,資料處理亦可在列車行車後再處理。又, 本實施形態中,雖然只標示煞車力,然而,當然亦包括煞 車等級在內,煞車之方法上,並無任何限制。又,本實施 形態之列車特性學習裝置,亦可收集下雨天之資料、各季 節之資料、各路線之資料、及各站之資料等,故未限定爲 只對路線實施1次資料收集。 第22圖係載置著本發明各實施形態之自動列車運轉裝 置的列車構成方塊圖。列車0具有由裝設於車輪之旋轉軸 上之脈衝產生器(PG)等所構成之速度檢測器3 02、以及 檢測設置於軌道上之地上子(詢答機)的地上子檢測器 3 03,又,更具有輸入這些列車檢測速度信號及列車檢測 位置信號之自動列車運轉裝置1、以及由此自動列車運轉 裝置1執行控制之驅動裝置3 05及制動裝置306。圖示省略 標示之自動列車控制裝置(ATC )會對自動列車運轉裝置 4輸入限制速度等相關ATC信號及運行條件等。 (46) 1276560 自動列車運轉裝置1具有資料庫300、靠站停車時實施 運算電路304A、以及站間行車時實施運算電路3 04B ’上 述列車檢測速度信號及列車檢測位置信號會被輸入至此站 間行車時實施運算電路3 04B。靠站停車時實施運算電路 3 04 A在列車0靠站停車時會實施後述之特定運算,站間行 車時實施運算電路3 04B在列車0之站間行車時會實施後述 之特定運算、或控制。其次,資料庫3 0 0儲存著路線條件 (斜率、曲率等)、車輛條件(限制速度、車輛重量、及 加減速性能等之列車特性等)等運轉時之特性資料、以及 時刻表(運行表)等之各種資料。此資料庫3 〇〇可爲如配 置於自動列車運轉裝置1內之硬碟,亦可爲最近十分發達 而可由駕駛員隨身攜帶之1C卡。 第23圖係本發明第1 3實施形態之自動列車運轉裝置1 的構成方塊圖。靠站停車時實施運算電路3 04A具有最佳 行車計畫擬定手段3 07,站間行車時實施運算電路304B則 具有行車計畫重新計算手段3 08、控制指令析出手段3 09、 以及控制指令輸出手段310。其次,儲存於資料庫3 00之資 料,會被輸入至靠站停車時實施運算電路3 04 A及站間行 車時實施運算電路3 04B之雙方,又,來自速度檢測器302 及地上子檢測器3 03之各檢測信號、以及ATC信號則只會 被輸入至站間行車時實施運算電路3 04B。 最佳行車計畫擬定手段3 07會依據儲存於資料庫3 00之 各種資料,擬定以使列車〇從某一站運行至下一停車站, 並在目標時刻停止於目標位置之最佳行車計畫。此時之 -52- (47) 1276560 「最佳」條件可以爲各種設定。例如,以行車時間爲最優 先、以提高節約能量效率爲最優先、或者以避免急加減速 之乘坐舒適性爲最優先。又’持有最佳行車計畫擬定手段 7之最佳行車rf畫相關資料的方法實例上,如將對應時間 或距離之速度目標値等視爲控制指令。 最佳行車rf*畫擬定手段3 〇 7擬定最佳行車計畫之方法 上,例如,利用力學上之列車模型預測列車行車舉動的方 法(例如,日本特開平5 - 1 9 3 5 0 2號)等。如第3 7圖所示, 預測運行曲線、滑行曲線、以及逆行煞車曲線,並以滑行 曲線及逆行煞車曲線之交點做爲煞車開始點。 行車計畫重新計算手段3 08不但會輸入最佳行車計畫 擬定手段307擬定之行車計畫,尙會輸入分別來自速度檢 測器3 0 2及地上子檢測器3 0 3之列車檢測速度及列車檢測位 置、以及來自ATC之ATC信號,當擬定之行車計畫及實際 行車結果之誤差達到特定値以上時,會執行行車計畫之重 新計算。 控制指令析出手段3 09會依據行車計畫重新計算手段 3 08輸入之行車計畫,析出針對驅動裝置3 05及制動裝置 3 06之現時點之加速指令及減速指令,並將其輸出至控制 指令輸出手段3 1 0。控制指令輸出手段3 1 0會將控制指令析 出手段9輸入之加速指令及減速指令輸出至驅動裝置3 05及 制動裝置3 06。 其次,針對具有上述構成之第22圖的動作進行説明。 假設列車0停止於某站內,最佳行車計畫擬定手段3 07會參 -53- (48) 1276560 照儲存於資料庫3 00之資料,擬定至下一停車站爲止之最 佳行車計畫。其次,在列車〇開始運行時,行車計畫重新 計算手段3 08會實施最佳行車計畫擬定手段3 07擬定之最佳 行車計畫、以及依據來自速度檢測器3 02及地上子檢測器 3 03之列車檢測速度及列車檢測位置實施計算所得之實際 行車結果之比較,當兩者之差(例如,最佳行車計畫之速 度目標値及速度實績値之差的速度誤差)大於預先設定之 某臨界値的時點,會執行行車計畫之重新計算。 兩者之差大於臨界値之狀態,除了可能因爲前述追逐 現象而發生以外,也可能因爲行進方向之前方停著其他列 車,故ATC輸入限制速度之變更指令而發生。又,行車計 畫重新計算手段3 08執行之重新計算,只要考慮重新計算 時點之實績速度、實績距離(列車位置)、或站間行車容 許之剩餘時間即可。 其次,控制指令析出手段9會從行車計畫重新計算手 段3 08重新計算之行車計畫析出加速指令或減速指令等之 控制指令,控制指令輸出手段3 1 0會將析出之控制指令輸 出至驅動裝置3 05或制動裝置3 06。利用自動列車運轉裝置 3 04之此種運算及控制,列車〇可於目標時刻停止於下一停 車站之目標位置。其後,在列車〇停止於下一停車站內之 停車期間,最佳行車計畫擬定手段3 07會進一步擬定至下 一站爲止之最佳行車計畫,執行和手段308〜3 10相同之動 作。又,最佳行車計畫擬定手段3 07擬定之最佳行車計畫 及實際行車結果之誤差未超過特定値時,行車計畫重新計 -54- (49) 1276560 算手段3 08不會執行重新計算,而直接將最佳行車計畫擬 定手段7之最佳行車計畫輸出至控制指令析出手段3 09。 上述第23圖之第13實施形態,列車0依據最佳行車計 畫擬定手段3 07擬定之最佳行車計畫開始行車後,若實際 行車結果和此行車計畫有一定程度以上之偏離時,因行車 計畫重新計算手段3 08會立即實施行車計畫之重新計算, 可大幅抑制以往發生之追逐現象,故可提高節約能量效果 〇 第24圖係本發明第1 4實施形態之自動列車運轉裝置1 的構成方塊圖。第24圖和第23圖之不同點,係第23圖之行 車計畫重新計算手段3 08採用累積誤差參照型行車計畫重 新計算手段311。第23圖之行車計畫重新計算手段3 08,因 在每次重新計算之時點都會判斷當時之誤差是否超過臨界 値,故有時會因爲干擾造成之影響而實施帶有追逐感覺之 重新計算。因此,此實施形態中,累積誤差參照型行車計 畫重新計算手段31 1會對累積至某程度之誤差(例如,5分 鐘時間內累積之誤差)執行判斷。利用此方式,可防止上 述因爲干擾所造成之影響而實施帶有追逐感覺之重新計算 〇 第25圖係本發明第1 5實施形態之自動列車運轉裝置1 的構成方塊圖。第25圖和第24圖之不同點,係控制指令析 出手段3 09及控制指令輸出手段3 1 0間設有控制指令補償手 段3 12。此控制指令補償手段312具有判斷行車計畫重新計 算手段3 08輸出之行車計畫、及實際行車結果之誤差是否 1276560 (50) 超過臨界値之機能,判斷爲臨界値以上時,會對控制指令 析出手段9析出之控制指令實施補償。設有此控制指令補 償手段3 1 2,可使自動列車運轉裝置1具有支援機能。 亦即,若列車〇依據最佳行車計畫擬定手段3 07或行車 計畫重新計算手段3 08運算之行車計畫執行實際行車的話 ,沒有任何問題,然而,有時會出現大幅偏離行車計畫之 行車的情形。例如,複數之煞車當中的其中之一發生異常 時。然而,本實施形態在此種狀態時,控制指令補償手段 3 1 2亦可發揮支援機能,對控制指令執行適宜之補償,而 防止列車〇之停止位置和目標位置有太大的偏離。又,第 25圖之構成上,係在第23圖之控制指令析出手段3 09及控 制指令輸出手段3 1 0間設有控制指令補償手段3 1 2之實例, 當然,此控制指令補償手段312亦可設於第24圖之控制指 令析出手段3 0 9及控制指令輸出手段310之間。 第26圖係本發明第16實施形態之自動列車運轉裝置1 的構成方塊圖。第26圖和第25圖之不同點,係第25圖之控 制指令補償手段3 1 2採用累積誤差參照型控制指令補償手 段313。第25圖之控制指令補償手段312,即使出現1次行 車計畫及實際行車結果之誤差大於臨界値之判斷時,控制 指令補償手段3 1 2會立即對控制指令析出手段3 09之控制指 令執行補償,而容易受到干擾之影響而執行帶有追逐感覺 之控制。因此,此實施形態中,累積誤差參照型控制指令 補償手段313會對累積至某程度之誤差(例如,5分鐘時間 內累積之誤差)執行判斷。利用此方式,可防止上述因爲 -56- (51) 1276560 干擾所造成之影響而實施帶有追逐感覺之重新計算。 第2 7圖係本發明第1 7實施形態之自動列車運轉裝置1 的構成方塊圖。第2 7圖和第2 6圖之不同點,係行車計畫重 新計算手段3 0 8爲累積誤差參照型行車計畫重新計算手段 3 1 1。因爲其他構成和第26圖相同,故省略詳細説明。又 ,此實施形態中,會以2個手段3 11、3 1 3來判斷行車計畫 及實際行車結果之累積誤差,然而,這些手段在執行累積 誤差判斷時所使用之臨界値,可以設定爲對應各種條件之 不同値。 第2 8圖係本發明第1 8實施形態之自動列車運轉裝置1 的構成方塊圖。第28圖和第27圖之不同點,係靠站停車時 實施運算電路3 04A之最佳行車計畫擬定手段3 07爲遲延時 間考慮型最佳行車計畫擬定手段3 1 4、以及儲存於資料庫 3 0 0之列車特性資料中含有「遲延時間」資料。 行車計畫擬定之運算時,列車對控制指令之應答的遲 延時間,亦即,輸出控制指令後至控制指令對實際之列車 行車造成影響爲止之時間,需要龐大運算負載才能求取前 述前間,在實用化上有運算速度上的困難。因此,本實施 形態中,除了儲存於資料庫3 00之列車特性資料中含有預 先求取之遲延時間以外,最佳行車計畫擬定手段亦爲「遲 延時間考慮型」之最佳行車計畫擬定手段3 1 4,在擬定最 佳行車計畫時,亦會考慮此遲延時間。利用此方式,可提 高下一停車站之目標位置停止精度。 第29圖係本發明第19實施形態之自動列車運轉裝置1 -57- (52) 1276560 的構成方塊圖。第29圖和第28圖之不同點,係第28圖之累 積誤差參照型行車計畫重新計算手段3 1 1爲遲延時間考慮 型行車計畫重新計算手段3 1 5。此遲延時間考慮型行車計 畫重新計算手段3 1 5和遲延時間考慮型最佳行車計畫擬定 手段314相同,參照資料庫300之列車特性資料中含有之遲 延時間資料,實施行車計畫之重新計算。利用此方式,可 進一步提高下一停車站之目標位置停止精度。 又,此第1 9實施形態之構成上,係採用「遲延時間考 慮型」之行車計畫重新計算手段3 1 5和 「遲延時間考慮 型」之最佳行車計畫擬定手段3 1 4的組合,然而,亦可爲 和非「遲延時間考慮型」之普通最佳行車計畫擬定手段 3 〇7之組合的構成,亦即,將第23圖至第27圖之行車計畫 重新計算手段3 〇 8、3 1 1置換成此遲延時間考慮型行車計畫 重新計算手段3 1 5之構成。 第3 0圖係本發明第20實施形態之自動列車運轉裝置1 的構成方塊圖。第30圖和第29圖之不同點,係第29圖之遲 延時間考慮型最佳行車計畫擬定手段3 1 4爲前向預測型最 佳行車計畫擬定手段3 1 6。此前向預測型最佳行車計畫擬 定手段3 1 6亦爲「遲延時間考慮型」之一種,係依據列車0 之行進方向的預測,來擬定以使列車〇停止於下一停車站 之目標位置爲目的之行車計畫。 亦即,如第3 8圖所示,運算列車行進方向之列車舉動 預測’並執行以目標速度通過目標地點之收斂運算(或從 減速開始點之漸進式收斂運算),可以在不使用逆行曲線 -58- 1276560 (53) 之情形下擬定最佳行車計畫。若無需考慮遲延時間,則只 需參照目標位置煞車特性並將反推之地點當做煞車開始點 即可,運算會較爲容易,然而,若必須考慮遲延時間時, 則此反推方式求取之運算會十分複雜。因此,求取煞車開 始點需要眾多運算時間,在得到煞車開始點運算結果之時 點’可能已經通過目標位置。又,第3 8圖所示之方法,係 以實施複數次行進方向之預測運算來求取煞車開始點,此 運算即使會實施複數次,但因可在各特定抽樣週期實施, 故只需要較短的時間。 第3 1圖係本發明第2 1實施形態之自動列車運轉裝置1 的構成方塊圖。第31圖和第29圖之不同點,係第29圖之遲 延時間考慮型行車計畫重新計算手段3 1 5爲前向預測型行 車計畫重新計算手段3 1 7。此前向預測型行車計畫重新計 算手段3 1 7和前向預測型最佳行車計畫擬定手段3 1 6相同, 執行行車計畫之重新計算時,係依據列車〇之行進方向的 預測,來實施以使列車0停止於下一停車站之目標位置爲 目的之運算。因此,可在短時間內實施考慮遲延時間之行 車計畫的重新計算。又,此前向預測型行車計畫重新計算 手段317不但可取代第29圖之遲延時間考慮型行車計畫重 新計算手段315,亦可取代第23圖至第27圖、以及第30圖 之行車計畫重新計算手段3 08、311、315。 第32圖係本發明第22實施形態之自動列車運轉裝置1 的構成方塊圖。第32圖和第31圖之不同點,係第31圖之前 向預測型行車計畫重新計算手段3 1 7爲逐次前向預測型行 -59- (54) 1276560 車計畫重新計算手段3 1 8。第3 1圖之前向預測型行車計晝 重新計算手段3 1 7係利用依預先設定之各特定控制週期執 行前向預測運算來實施行車計畫之重新計算,然而,此實 施形態之逐次前向預測型行車計畫重新計算手段3 1 8不必 在各控制週期皆實施重新計算。例如,抽樣控制週期爲 0 · 3秒時,可以爲每1秒、或甚至每1 〇秒才實施一次。如此 ,改變重新計算週期,可減輕運算負載。又,可考慮線路 斜率急速變化之地點、及限制速度變化之地點等而適當決 定計算週期。 第3 3圖係本發明第23實施形態之自動列車運轉裝置1 的構成方塊圖。第33圖和第32圖之不同點,係第32圖之逐 次前向預測型行車計畫重新計算手段3 1 8爲速度計測驅動 型逐次前向預測型行車計畫重新計算手段3 1 9。亦即,若 速度檢測器302之檢測抽樣週期爲l[msec],站間行車時實 施運算電路3 04B側並非直接採用依此週期輸入之速度檢測 信號,而是對5〜10[msec]期間輸入之速度檢測信號實施 過濾等加工,然後,再實施資料更新。其次,速度計測驅 動型逐次前向預測型行車計畫重新計算手段3 1 9係依此資 料之更新週期來實施前向預測型行車計畫之重新計算。利 用此方式,可抑制干擾等之影響,而可提高重新計算時之 運算精度。 第3 4圖係,本發明第2 4實施形態之自動列車運轉裝置 1 0的構成方塊圖。此實施形態,除了在第3 1圖之站間行車 時實施運算電路304B上附加站間行車結果儲存手段32〇, (55) 1276560 尙在靠站停車時實施運算電路3 04A上附加遲延時間推算 手段21,而可依據最新行車結果推算遲延時間。因此,此 實施形態之資料庫300亦可不儲存遲延時間資料。 亦即,列車0從某站發車後,列車位置、列車速度、 ATC信號等之至下一停車站到站爲止之期間的站間行車結 果資料,會儲存於站間行車結果儲存手段3 20。其次,列 車〇到達下一站並停車後,在此停車中,遲延時間推算手 段321會依據儲存於站間行車結果儲存手段3 20之資料推算 遲延時間,並將該推算結果輸出至遲延時間考慮型最佳行 車計畫擬定手段3 1 4及前向預測型行車計畫重新計算手段 3 1 7。遲延時間考慮型最佳行車計畫擬定手段3 1 4以及前向 預測型行車計畫重新計算手段3 1 7會在考慮該推算之遲延 時間的情形下,進一步實施至下一停車站爲止之區間的行 車計畫之擬定及重新計算。 若針對以遲延時間推算手段32 1推算遲延時間之方法 進行說明的話,此方法並未使用複雜之運算,而爲依據計 測資料之信號電平變化來推算之簡單方法。例如,煞車時 ,輸出煞車控制指令並執行等級操作後,在經過一定時間 後會出現列車速度降低的現象,此時,即可推算降低至預 先設定之臨界値爲止的時間一遲延時間。又,儲存於前面 說明之第28圖至第33圖的資料庫300內之遲延時間,尤其 是因爲無需在時間受到限制的狀態下求取,故可採用複雜 之運算並儲存推算之結果,實施列車0之試驗行車,利用 此實施形態之遲延時間推算手段3 2 1,可更容易取得資料 -61 - (56) 1276560 此實施形態因可取得反映最新列車特性之遲延時間, 分別由遲延時間考慮型最佳行車計畫擬定手段3 1 4及前向 預測型行車計畫重新計算手段3 1 7擬定及重新計算之行車 計畫,可進一步提高信頼性。 第3 5圖係本發明第25實施形態之自動列車運轉裝置1 的構成方塊圖。第3 5圖和第3 4圖之不同點,係在站間行車 時實施運算電路3 04B上附加線上遲延時間推算手段322, 前向預測型行車計畫重新計算手段3 1 7可在考慮以此線上 遲延時間推算手段22推算之遲延時間的情形下,執行重新 計算。 亦即,第34圖之構成上,係依據某區間之站間行車結 果來推算遲延時間,並將此推算結果應用於下一區間之行 車計畫的重新計算上,此第3 5圖之實施形態,即使爲同一 區間之行車,亦可依據少許之站間行車結果推算遲延時間 ’故亦可將其應用於重新計算上。因此,此實施形態之前 向預測型行車計畫重新計算手段3 1 7的重新計算結果,比 第3 4圖所示者更能反映最新列車特性。 第36圖係本發明第26實施形態之自動列車運轉裝置1 的構成方塊圖。此實施形態係在第3 5圖之站間行車時實施 運算電路3 04B附加前向預測型停車用臨時行車計畫計算手 段3 23以及行車計畫採用手段3 24。其次,此實施形態中, 係對應列車行車時點將行車計畫分成P 1、P2、P3之3種類 ,列車〇到達目標位置前側之特定地點的時點,行車計晝 -62- (57) 1276560 採用手段3 2 4會採用前向預測型停車用臨時行車計畫計算 手段3 23計算之行車計畫P3。以下,針對此第26實施形態 進行詳細説明。 首先,行車計畫PI、P2、P3之定義如下。 P 1 :列車1靠站停車時,以行車計畫重新計算手段3 1 4 (或3 07、3 16亦可)擬定之最佳行車計畫。 P2 :列車1之站間行車中,以行車計畫重新計算手段 317 (或308、311、315、318、319亦可)實施重新計算之 重新計算行車計畫。 P3 :列車0之站間行車中且列車〇到達目標位置之前方 N公尺(例如,N = 3 00 [m])地點之時點以後,以前向預 測型停車用臨時行車計畫計算手段3 23擬定之停車用臨時 行車計畫。 列車〇到達目標位置之前方N公尺時,臨時行車計畫 計算手段3 23會以特定週期(例如,速度檢測器2之檢測抽 樣週期)來擬定其後之停車用臨時行車計畫P3。此停車用 臨時行車計畫P3之擬定上,利用該時點之列車檢測速度、 及列車檢測位置,會在考慮列車行進方向之遲延時間的情 形下,預測列車之停車舉動。此停車舉動爲例如預先擬定 在現時點立即以特定之煞車等級位置執行煞車使列車停止 時之停車基本舉動,並利用其來停車。其次,列車行車舉 動預測方面,亦可考慮採用下式(25 )之物理模型的方法 F— Fr = Μ · α (25 ) -63- 1276560 (58) F :運行牽引力或煞車力 F r :列車阻力(行車阻力、斜率阻力、曲線阻力、隧 道阻力等) Μ :列車質量 α :加速度或減速度 列車阻力Fr係列車行車時發生之阻力,爲了方便計算 ,如上面所述,通常會考慮行車阻力、斜率阻力、曲線阻 力、及隧道阻力等之構成。因此,列車阻力Fr可以式(26 )求取。N In the train characteristic learning device of this configuration, in the train weight calculation unit 209, the train weight 计算 can be calculated during the train operation, and the traffic rate is calculated via the data storage-49-(44) 1276560 storage unit 20 1 The calculation unit outputs the train weight μ at the current point. Therefore, the ride rate Mrate between stations can be estimated. Since it is possible to estimate the ride rate Mrate between stations, it is possible to analyze the change in the ride rate of each station and the change in the ride rate of time. Further, since the train weight calculating unit 209 can calculate the train weight Μ ' at the current point, the correct data of the train resistance 値Fr and the slope resistance 値Frg are also calculated. In the case of the automatic operation control unit 208, as shown in Japanese Laid-Open Patent Publication No. Hei-5-105052, and Japanese Patent Application Laid-Open No. Hei 6-2845-119, the present position of the train is detected by the ground speed, the train speed, and the elapsed time, and the automatic train is used. Operation mode (Refer to Figure 2 (the vertical axis is the speed and the horizontal axis is the distance (position)). The target speed is determined. The train follows the target speed to implement automatic train operation control. Further, a method of detecting the position by the driving distance and the ground can be used, and the control method of the automatic operation control unit is not particularly limited. The operation control unit 208 of the present embodiment has a delay time compensation means, a running traction force deviation compensation means, and a braking force deviation compensation means which are not provided by the conventional automatic operation control unit. The delay time calculation unit 212 inputs the delay time to the delay time compensation unit (not shown) of the delay time compensation means. The delay time compensation unit (not shown) calculates the starting time of the braking force or the running traction and determines the starting time of the running traction when considering the delay time. The train weight calculation unit 209 that operates the traction deviation detecting means inputs the running traction deviation to the running traction deviation compensation means (not shown). The running traction deviation compensation means (not shown) will calculate the new running traction command 値 and control the running traction when considering the running traction deviation. The braking force calculation unit will input the braking force deviation compensation 値 to the braking force deviation compensation means (not shown in the figure -50- (45) 1276560). The braking force deviation compensation means (not shown) will calculate the new braking force command and control the braking force in consideration of the braking force deviation compensation. In the automatic train operating device according to the first embodiment of the present invention, the train characteristic learning device 207 can collect information such as the ride rate, the train weight, the train resistance, and the braking force during traveling, and collects not only before the automatic operation is performed safely. The information can also be applied to vehicles that use the information collected during driving to further correct the driving plan when the actual passenger is travelling. In the present embodiment, the train characteristic learning device 207 adopts a method of processing data in train driving, and the data processing can be processed after the train is driven. Further, in the present embodiment, although only the braking force is indicated, there is no limitation on the method of braking, including the braking level. Further, the train characteristic learning device of the present embodiment can collect the data of the rainy day, the data of each season, the data of each route, and the data of each station. Therefore, it is not limited to performing data collection once for the route. Fig. 22 is a block diagram showing the train construction of the automatic train running device according to each embodiment of the present invention. The train 0 has a speed detector 322 composed of a pulse generator (PG) or the like mounted on a rotating shaft of the wheel, and an above-ground sub-detector for detecting a ground (inquiry machine) provided on the track. Further, the automatic train running device 1 for inputting the train detecting speed signal and the train detecting position signal, and the driving device 305 and the braking device 306 by which the automatic train running device 1 performs control are further provided. The automatic train control device (ATC), which is omitted from the figure, inputs the relevant ATC signal such as the speed limit and the operating conditions to the automatic train running device 4. (46) 1276560 The automatic train running device 1 has a database 300, an arithmetic circuit 304A when the station is parked, and an arithmetic circuit 3 04B when the inter-station is driven. The train detection speed signal and the train detection position signal are input to the station. The arithmetic circuit 3 04B is implemented while driving. When the station stops, the arithmetic circuit 3 04 A performs a specific calculation to be described later when the train 0 stops at the station, and the arithmetic circuit 3 04B performs the specific calculation or control described later when the train is traveling between the stations of the train 0. . Next, the database 300 stores characteristic data such as route conditions (slope, curvature, etc.), vehicle conditions (restricted speed, vehicle weight, and train characteristics such as acceleration and deceleration performance), and timetables (running tables) ) and other information. This database 3 can be a hard disk that is placed in the automatic train running device 1, or a 1C card that is recently developed and can be carried by the driver. Figure 23 is a block diagram showing the configuration of an automatic train running device 1 according to a thirteenth embodiment of the present invention. The operation circuit 3 04A is provided with the optimal driving plan drafting means 3 07 when the station is parked, and the running calculation circuit 304B is provided with the driving plan recalculation means 3 08, the control command discharging means 3 09, and the control command output. Means 310. Next, the data stored in the database 00 is input to both the arithmetic circuit 307A when the station is parked and the arithmetic circuit 304B when the station is running, and the speed detector 302 and the ground sub-detector. Each of the detection signals of 03 and ATC signals is only input to the inter-station driving circuit 3 04B. The best driving plan drafting method 3 07 will be based on the various data stored in the database 00, and the best driving plan for the train to run from one station to the next, and stop at the target position at the target time. painting. At this time -52- (47) 1276560 "Best" conditions can be various settings. For example, taking the driving time as the first priority, increasing the energy saving efficiency as the highest priority, or avoiding the rapid acceleration and deceleration ride comfort is the highest priority. In the example of the method of holding the best driving rf drawing related information of the best driving plan, the speed target corresponding to the time or distance is regarded as the control command. The best driving rf* drawing method 3 〇7 is to formulate the best driving plan method, for example, using the mechanical train model to predict the train driving behavior (for example, Japanese special Kaiping 5 - 1 9 3 5 0 2 )Wait. As shown in Figure 3, the running curve, the taxiing curve, and the retrograde braking curve are predicted, and the intersection of the sliding curve and the retrograde braking curve is used as the starting point of the braking. The driving plan recalculation means 3 08 will not only input the driving plan proposed by the best driving plan drafting means 307, but also input the train detecting speed and train from the speed detector 3 0 2 and the ground sub-detector 3 0 3 respectively. The detection position and the ATC signal from the ATC will perform a recalculation of the driving plan when the error of the proposed driving plan and the actual driving result reaches a certain level or more. The control command precipitating means 3 09 will calculate the driving plan and the deceleration command for the current point of the driving device 305 and the braking device 306 according to the driving plan input by the driving plan recalculation means 308, and output it to the control command. The output means 3 1 0. The control command output means 3 10 0 outputs the acceleration command and the deceleration command input from the control command means 9 to the drive unit 305 and the brake device 306. Next, the operation of Fig. 22 having the above configuration will be described. Assume that train 0 stops at a certain station, and the best driving plan is to use the information stored in the database 00 to calculate the best driving plan to the next stop. Secondly, when the train starts to run, the driving plan recalculation means 3 08 implements the best driving plan proposed by the best driving plan drafting means 3 07, and based on the speed detector 312 and the ground sub-detector 3 The comparison between the train detection speed of 03 and the actual driving result calculated by the train detection position, when the difference between the two (for example, the speed error of the difference between the speed target and the speed performance of the optimal driving plan) is greater than the preset At the time of a critical threshold, the recalculation of the driving plan will be performed. The difference between the two is greater than the critical state. In addition to the above-mentioned chasing phenomenon, it may happen that the ATC enters the speed limit change command because the other vehicle is parked in the forward direction. Further, the recalculation performed by the driving plan recalculation means 3 08 may be performed by considering the actual performance speed at the time of recalculation, the actual performance distance (train position), or the remaining time allowed for the inter-station driving. Next, the control command precipitating means 9 outputs a control command such as an acceleration command or a deceleration command from the driving plan recalculation means 3 08 to recalculate the driving plan, and the control command output means 3 1 0 outputs the outputted control command to the drive. Device 3 05 or brake device 306. By using such calculation and control of the automatic train running device 3 04, the train can stop at the target position of the next stop at the target time. Thereafter, during the stop of the train stop in the next stop, the best driving plan drafting means 3 07 further develops the best driving plan up to the next stop, and performs the same action as the means 308~3 10 . In addition, when the best driving plan for the best driving plan 3 07 is not better than the specific driving plan, the driving plan is re-counted -54- (49) 1276560 The calculation, and directly outputs the optimal driving plan of the optimal driving plan drawing means 7 to the control command discharging means 3 09. In the thirteenth embodiment of the above-mentioned Fig. 23, after the train 0 starts to drive according to the optimal driving plan proposed by the optimal driving plan drawing means 3 07, if the actual driving result and the driving plan have a certain degree of deviation from the driving plan, The recalculation of the driving plan 3 08 will immediately implement the recalculation of the driving plan, which can greatly suppress the chasing phenomenon that has occurred in the past, so that the energy saving effect can be improved. FIG. 24 is an automatic train operation of the first embodiment of the present invention. A block diagram of the configuration of the device 1. The difference between Fig. 24 and Fig. 23 is that the vehicle plan recalculation means 3 08 of Fig. 23 employs the cumulative error reference type driving plan recalculation means 311. The recalculation method 3 08 of the driving plan in Fig. 23 is because at the time of each recalculation, it is judged whether the error at that time exceeds the critical value, and therefore the recalculation with the chasing feeling is sometimes performed due to the influence of the disturbance. Therefore, in this embodiment, the cumulative error reference type driving plan recalculation means 31 1 performs judgment on the accumulation of an error (for example, an error accumulated in 5 minutes). In this manner, it is possible to prevent the above-described recalculation with the chasing sensation due to the influence of the disturbance. Fig. 25 is a block diagram showing the configuration of the automatic train running device 1 according to the fifteenth embodiment of the present invention. The difference between Fig. 25 and Fig. 24 is that the control command issuance means 3 09 and the control command output means 3 1 0 are provided with a control command compensation means 3 12 . The control command compensation means 312 has a function of determining whether the driving plan output by the driving plan recalculation means 308 and the actual driving result is 1276560 (50) exceeding the critical threshold. When it is determined that the critical value is more than 値, the control command is executed. The control command that is deposited by the deposition means 9 performs compensation. The control command compensation means 3 1 2 is provided to enable the automatic train running device 1 to have a support function. That is, if the train is based on the best driving plan drafting means 3 07 or the driving plan recalculation means 3 08 calculation of the driving plan to perform the actual driving, there is no problem, however, sometimes there is a large deviation from the driving plan. The situation of driving. For example, when one of the plural vehicles has an abnormality. However, in the present embodiment, the control command compensation means 3 1 2 can also perform the support function, and can appropriately compensate the control command to prevent the stop position and the target position of the train from being largely deviated. Further, in the configuration of Fig. 25, an example of the control command compensating means 3 1 2 is provided between the control command precipitating means 3 09 and the control command output means 3 1 0 of Fig. 23. Of course, the control command compensating means 312 It can also be arranged between the control command precipitation means 309 and the control command output means 310 of Fig. 24. Figure 26 is a block diagram showing the configuration of an automatic train running device 1 according to a sixteenth embodiment of the present invention. The difference between Fig. 26 and Fig. 25 is that the control command compensation means 3 1 2 of Fig. 25 employs the cumulative error reference type control command compensation means 313. In the control command compensation means 312 of Fig. 25, even if the occurrence of one driving plan and the judgment of the actual driving result is greater than the critical threshold, the control command compensating means 3 1 2 immediately executes the control command of the control command discharging means 3 09 Compensation, and is susceptible to interference and control with a chasing sensation. Therefore, in this embodiment, the cumulative error reference type control command compensating means 313 performs judgment on the accumulated error (for example, the error accumulated in 5 minutes). In this way, it is possible to prevent the above-mentioned recalculation with a chasing sensation due to the influence of the interference of -56-(51) 1276560. Fig. 2 is a block diagram showing the configuration of an automatic train running device 1 according to a seventeenth embodiment of the present invention. The difference between Fig. 27 and Fig. 6 is the recalculation method of the driving plan recalculation method 3 1 1 . Since the other configurations are the same as those in Fig. 26, detailed descriptions thereof will be omitted. Further, in this embodiment, the cumulative error of the driving plan and the actual driving result is determined by the two means 3 11 and 3 1 3, however, the threshold used in the execution of the cumulative error determination by these means can be set to Corresponding to different conditions. Fig. 2 is a block diagram showing the configuration of an automatic train running device 1 according to a first embodiment of the present invention. The difference between Figure 28 and Figure 27 is that the optimal driving plan for the calculation circuit 3 04A when the station is parked is 3 07, and the optimal driving plan for the delay time is considered 3 1 4 and stored in The train characteristics data of the database 300 contains "delay time" data. In the calculation of the driving plan, the delay time of the train's response to the control command, that is, the time from the output of the control command to the time when the control command affects the actual train, requires a huge computational load to obtain the aforementioned front. There is difficulty in the speed of operation in practical use. Therefore, in the present embodiment, in addition to the delay time pre-determined in the train characteristic data stored in the database 300, the optimal driving plan is also the best driving plan for the "delay time consideration" type. Means 3 1 4, this delay will also be considered when formulating the best driving plan. In this way, the stop accuracy of the target position of the next parking station can be improved. Figure 29 is a block diagram showing the construction of an automatic train running device 1 - 57 - (52) 1276560 in accordance with a nineteenth embodiment of the present invention. The difference between Fig. 29 and Fig. 28 is the cumulative error reference type vehicle recalculation means 3 1 1 of Fig. 28 for the delay time consideration type driving plan recalculation means 3 1 5. The delay time consideration type driving plan recalculation means 3 1 5 is the same as the delay time considering type optimal driving plan drafting means 314, and the vehicle schedule is re-referenced with reference to the delay time data contained in the train characteristic data of the database 300. Calculation. In this way, the stop accuracy of the target position of the next parking station can be further improved. Further, in the configuration of the nineteenth embodiment, the combination of the driving schedule recalculation means 3 1 5 of the "delay time consideration type" and the optimal driving plan drawing means 3 1 4 of the "delay time consideration type" is adopted. However, it is also possible to construct a combination of the means 3 〇 7 of the ordinary best driving plan which is not the "delay time consideration type", that is, the recalculation means 3 of the driving plan of Figs. 23 to 27 〇8, 3 1 1 is replaced by the delay calculation time considering the recalculation means of the driving plan 3 1 5 . Fig. 30 is a block diagram showing the configuration of an automatic train running device 1 according to a twentieth embodiment of the present invention. The difference between Fig. 30 and Fig. 29 is the deferred time considering the best driving plan for drawing in Fig. 29. 3 4 4 is the best predictive driving plan for the forward forecasting type. Previously, the proposed method for predicting the best driving plan 3 16 is also a kind of "delay time consideration type", which is based on the prediction of the direction of travel of train 0 to make the train stop at the target position of the next stop station. For the purpose of the driving plan. That is, as shown in Fig. 38, the train behavior prediction of the train traveling direction is calculated and the convergence operation at the target speed through the target point (or the progressive convergence operation from the deceleration start point) is performed, and the retrograde curve can be used without -58- 1276560 (53) The best driving plan is drawn up. If you do not need to consider the delay time, you only need to refer to the target position braking characteristics and use the reverse thrust position as the starting point of the braking. The calculation will be easier. However, if the delay time must be considered, then the reverse pushing method is used. The operation will be very complicated. Therefore, it takes a lot of calculation time to obtain the start point of the brake, and the point 'may have passed the target position when the start point of the brake is obtained. Further, the method shown in Fig. 3 is to perform the prediction operation of the plurality of traveling directions to obtain the starting point of the braking. Even if the calculation is performed plural times, since it can be implemented in each specific sampling period, it is only necessary to perform the comparison. Short time. Fig. 3 is a block diagram showing the configuration of an automatic train running device 1 according to a second embodiment of the present invention. The difference between Fig. 31 and Fig. 29 is the recalculation means of the delay time consideration type driving plan in Fig. 29, which is the recalculation means 3 1 7 of the forward prediction type driving plan. Previously, the recalculation method for predictive driving plans was the same as the forward-predicted optimal driving plan 3 1 6 , and the recalculation of the driving plan was based on the prediction of the direction of travel of the train. The calculation is performed for the purpose of stopping the train 0 from the target position of the next parking station. Therefore, the recalculation of the vehicle plan considering the delay time can be implemented in a short time. In addition, the previous predictive driving plan recalculation means 317 can replace the delay time considering driving plan recalculation means 315 of FIG. 29, and can also replace the driving meters of Figs. 23 to 27 and Fig. 30. The recalculation means 3 08, 311, 315 are drawn. Figure 32 is a block diagram showing the configuration of an automatic train running device 1 according to a twenty-second embodiment of the present invention. The difference between Fig. 32 and Fig. 31 is the recalculation method for the predictive driving plan before the 31st chart. 3 1 7 is the progressive forward predictive type line-59- (54) 1276560 car plan recalculation means 3 1 8. The recalculation means for predicting the type of driving calculation before the third figure is to perform the recalculation of the driving plan by performing the forward prediction operation according to the predetermined specific control periods. However, the progressive forward direction of this embodiment The predictive driving plan recalculation means 3 1 8 does not have to be recalculated in each control cycle. For example, when the sampling control period is 0 · 3 seconds, it can be implemented every 1 second, or even every 1 second. In this way, changing the recalculation cycle can reduce the computational load. Further, the calculation cycle can be appropriately determined in consideration of the place where the line gradient changes rapidly, and the place where the speed change is restricted. Fig. 3 is a block diagram showing the configuration of an automatic train running device 1 according to a twenty-third embodiment of the present invention. The difference between Fig. 33 and Fig. 32 is the recalculation means of the successive forward prediction type driving plan in Fig. 32. The first method is the speed measurement driving type successive forward prediction type driving plan recalculation means 3 1 9 . That is, if the detection sampling period of the speed detector 302 is l [msec], the implementation of the arithmetic circuit 307B side during the inter-station driving is not directly using the speed detection signal input according to the period, but for the period of 5 to 10 [msec]. The input speed detection signal is subjected to filtering and the like, and then the data update is performed. Secondly, the speed measurement drive type progressive forward predictive driving plan recalculation means 3 1 9 is based on the update cycle of this data to implement the recalculation of the forward predictive driving plan. In this way, the influence of interference and the like can be suppressed, and the arithmetic precision at the time of recalculation can be improved. Fig. 3 is a block diagram showing the configuration of an automatic train running device 10 according to a twenty-fourth embodiment of the present invention. In this embodiment, in addition to the operation of the station between the stations of FIG. 31, the inter-station driving result storage means 32 is implemented on the arithmetic circuit 304B, and (55) 1276560 实施 the delay circuit is added to the arithmetic circuit 304A when the station is parked. Means 21, and the delay time can be estimated based on the latest driving results. Therefore, the database 300 of this embodiment may not store the delay time data. That is, after the departure of the train 0 from a certain station, the inter-station driving result data during the period from the train position, the train speed, the ATC signal, and the like to the next stop station is stored in the inter-station driving result storage means 3 20 . Secondly, after the train arrives at the next stop and stops, during the stop, the delay time estimating means 321 calculates the delay time based on the data stored in the inter-station driving result storage means 3 20, and outputs the estimated result to the delay time. Type of best driving plan development means 3 1 4 and forward prediction type driving plan recalculation means 3 1 7. The delay time consideration type optimal driving plan drafting means 3 1 4 and the forward forecasting driving plan recalculation means 3 1 7 will be further implemented until the next stop station in consideration of the estimated delay time. Formulation and recalculation of the driving plan. If the method of estimating the delay time by the delay time estimating means 32 1 is explained, this method does not use a complicated operation, but is a simple method of estimating the signal level change based on the measurement data. For example, when the vehicle is braked, after the brake control command is output and the level operation is performed, the train speed decreases after a certain period of time elapses. At this time, the time until the threshold 値 which is set in advance is estimated to be a delay time. Moreover, the delay time stored in the database 300 of the above-described 28th to 33rd drawings is particularly complicated because the time is not required to be obtained, so that complicated calculations can be used and the result of the calculation can be stored and implemented. Test driving of train 0, using the delay time estimation means 3 2 1 of this embodiment, data can be more easily obtained -61 - (56) 1276560 This embodiment takes the delay time reflecting the latest train characteristics, and is considered by the delay time. The best driving plan drafting means 3 1 4 and the forward forecasting driving plan recalculation means 3 1 7 The proposed and recalculated driving plan can further improve the reliability. Figure 35 is a block diagram showing the configuration of an automatic train operating device 1 according to a twenty-fifth embodiment of the present invention. The difference between Fig. 5 and Fig. 34 is to implement an additional line delay time derivation means 322 on the arithmetic circuit 307B when driving between stations, and the forward predictive type driving plan recalculation means 3 17 can be considered In the case where the delay time calculation means 22 estimates the delay time, the recalculation is performed. That is, in the composition of the 34th figure, the delay time is calculated based on the inter-station driving result of a certain section, and the calculation result is applied to the recalculation of the driving plan of the next section, and the implementation of the 35th figure is implemented. In the form, even if it is driving in the same section, the delay time can be estimated based on the results of a few stations, so it can also be applied to recalculation. Therefore, the recalculation result of the predictive driving plan recalculation means 3 1 7 before this embodiment is more accurate than the one shown in Fig. 4 to reflect the latest train characteristics. Figure 36 is a block diagram showing the configuration of an automatic train running device 1 according to a twenty sixth embodiment of the present invention. In the embodiment, the arithmetic circuit 3 04B is added to the interim predictive parking temporary parking plan calculation means 3 23 and the driving plan adoption means 3 24 when the vehicle is traveling between the stations in Fig. 5 . Next, in this embodiment, the driving plan is divided into three types of P1, P2, and P3 corresponding to the train driving time, and the train 〇-62-(57) 1276560 is used when the train arrives at a specific place on the front side of the target position. The means 3 2 4 adopts the driving plan P3 calculated by the forward predictive parking temporary driving plan calculation means 3 23 . Hereinafter, the twenty-sixth embodiment will be described in detail. First, the definitions of the driving plans PI, P2, and P3 are as follows. P 1 : When the train 1 stops at the station, the best driving plan proposed by the driving plan 3 1 4 (or 3 07, 3 16 may be) is calculated by the driving plan. P2: In the inter-station driving of train 1, the recalculation method 317 (or 308, 311, 315, 318, 319) may be recalculated to recalculate the driving plan. P3: The time of the N-meter (for example, N = 3 00 [m]) point before the train arrives at the station 0 and the train arrives at the position of the temporary parking plan for the predictive parking. Proposed temporary parking plan for parking. When the train 〇 reaches the target position N meters before, the temporary driving plan calculating means 3 23 formulates the subsequent parking temporary driving plan P3 at a specific cycle (for example, the sampling sampling period of the speed detector 2). This parking use temporary travel plan P3 is designed to use the train detection speed and train detection position at that time to predict the train's parking behavior in consideration of the delay time of the train travel direction. This parking behavior is, for example, pre-planning a basic parking behavior when the train is stopped at a specific braking level position at the current point, and is used to stop. Secondly, in terms of train driving prediction, the physical model of the following formula (25) can also be considered. F— Fr = Μ · α (25 ) -63 - 1276560 (58) F : Running traction or braking force F r : Train Resistance (driving resistance, slope resistance, curve resistance, tunnel resistance, etc.) Μ : Train quality α: Acceleration or deceleration train resistance Fr series of resistance when driving, for the convenience of calculation, as mentioned above, driving resistance is usually considered , slope resistance, curve resistance, and tunnel resistance. Therefore, the train resistance Fr can be obtained by the equation (26).
Fr = Frg + Fra + Frc + Frt (26) 式(26 )中之各阻力値,係使用儲存於資料庫3 00之 資料,利用以下之阻力式(2 7 )〜(3 0 )求取(參照「運 轉理論(直流交流電力機關車)」、交友社編)。 •斜率阻力式Fr = Frg + Fra + Frc + Frt (26) The resistance 式 in equation (26) is obtained by using the data stored in the database 00, using the following resistance formulas (2 7 ) to (3 0 ) ( Refer to "Operation Theory (DC AC Power Vehicle)" and the Dating Society). • Slope resistance
Frg = s ( 27)Frg = s ( 27)
Frg:斜率阻力(kg重/ton) S:斜率()(上坡時爲正、下坡時爲負) •行車阻力式Frg: slope resistance (kg weight / ton) S: slope () (positive on uphill, negative on downhill) • driving resistance
Fra=A+B.v + C.v2(v 之平方) (28)Fra=A+B.v + C.v2(square of v) (28)
Fra:行車阻力(kg重/ton ) A、B、C:係數 v :速度(km / h ) -64 - (59) 1276560 •曲線阻力式Fra: driving resistance (kg weight / ton) A, B, C: coefficient v: speed (km / h) -64 - (59) 1276560 • Curve resistance
Frc= 800/r ... ( 29 )Frc= 800/r ... ( 29 )
Frc:曲率阻力(kg重/ton) r :曲線半徑[m ] •隧道阻力式(因隧道阻力會因隧道剖面形狀及大小 、以及列車速度等而出現大幅變化,故爲了方便,有時會 採用下述値)Frc: Curvature resistance (kg weight / ton) r : Curve radius [m ] • Tunnel resistance type (Because the tunnel resistance will vary greatly depending on the shape and size of the tunnel section and the train speed, etc., it is sometimes used for convenience. The following 値)
Frt= 2 (單線隧道時) 或 =1 (複線隧道時) (30)Frt= 2 (for single-line tunnel) or =1 (for double-track tunnel) (30)
Frt:隧道阻力(kg重/ton ) 臨時行車計畫計算手段3 23因係採用上述式(25 )之 物理模型,故在到達目標位置之前方N公尺地點以後,會 重複擬定停車用臨時行車計畫 P3。利用重複擬定此計畫 ,使停車用臨時行車計畫P3之停車位置逐漸接近目標位置 。如第3 9圖所示。又,目標位置至停車用臨時行車計畫運 算開始位置爲止之距離N的値,可以「行車距離」±「寬 裕距離」等之式來決定。 其次,參照第40圖之流程圖來說明第3 6圖之行車計畫 採用手段324的動作。依特定週期擬定或重新計算並設定 PI、P2、及P3之其中之一的行車計畫時,此流程圖即爲其 某1週期之處理步驟。 首先,行車計畫採用手段324會判斷現在之列車0行車 狀態或行車時點係靠站停車時或剛從車站發車後、站間行 -65- 1276560 (60) 車時、及是否位於目標停車位置附近(步驟1 )。其次, 判斷爲「靠站停車時或剛從車站發車後」時,會採用遲延 時間考慮型最佳行車計畫擬定手段3 1 4擬定之最佳行車計 畫P1 (步驟2)。其後,行車計畫採用手段324會將此最佳 行車計畫P 1輸出至控制指令析出手段3 09。又,控制指令 析出手段3 09輸入行車計畫以後之動作,已經在前述實施 形態中進行説明,故省略重複説明。 在步驟1判斷爲「站間行車時」,行車計畫採用手段 3 24會判斷是否已實施本次週期之行車計畫重新計算(步 驟3 )。其次,若已實施重新計算,則採用前向預測型行 車計畫重新計算手段317重新計算之重新計算行車計畫P2 (步驟4 )。 另一方面,在步驟3若判斷未實施本次週期之行車計 畫的重新計算時’會判斷前1時點一亦即前次週期是否已 採用最佳行車計畫P 1 (步驟5 )。若前1時點已採取最佳行 車計畫P1,則行車計畫採用手段324會採用該最佳行車計 畫P1 (步驟2)。然而,前1時點未採用最佳行車計畫P1時 ,代表現時點爲最佳行車計畫P 1已被採用且其後已實施重 新計算之時點,前1時點採用者係經過重新計算之行車計 畫。因此,行車計畫採用手段324係採用此前1時點採用之 行車計畫(步驟6 ) 又,步驟1之判斷爲「目標停車位置附近」,亦即, 目標停車位置之N公尺以內時,行車計畫採用手段324會 輸入已由臨時行車計畫計算手段3 2 3擬定之停車用臨時行 -66 - (61) 1276560 車計畫P3,判斷其停車位置是否位於 「目標停車位置」 土「容許誤差」之範圍內(步驟7 )。其次,若停車位置位 於此範圍內,則採用該停車用臨時行車計畫P3 (步驟8 ) 。然而,若未位於此範圍內,則回到步驟5,採用在前1時 點(或更前之時點)實施重新計算之行車計畫,再經過步 驟1後,重複實施步驟7之判斷,直到位於範圍內爲止。 如上面所述,此第26之實施形態利用擬定可使列車停 止於目標停車位置附近之「目標停車位置」±「容許誤差 」內的停車用臨時行車計畫,可以列車以良好精度停止於 目標停車位置。又,因爲預測列車在行進方向之列車舉動 的情形下,擬定停車用臨時行車計畫,而容易獲得十分方 便考慮遲延時間且運算十分單純之自動列車運轉裝置。又 ,此實施形態中,係針對停車用臨時行車計畫計算手段 3 23爲「前向預測型」時之實例進行説明,然而,此停車 用臨時行車計畫計算手段323並未限定必須爲「前向預測 型」。 到目前爲止,說明之各實施形態的自動列車運轉裝置 ,係針對現在一般列車採用之以運行等級、及煞車等級來 階段性改變控制指令之方式。然而,在不久之將來,應可 以連續控制指令信號來驅動驅動裝置以及制動裝置。因此 ,只要使加速時之控制指令成爲連續之牽引力指令或運行 轉矩指令之方式,實施最佳行車計畫擬定或行車計畫重新 計算,可實現具有更佳乘坐舒適性及更高節約能量效果之 自動運轉。又,亦可使減速時之控制指令成爲連續之煞車 1276560 (62) 力指令之方式,實施最佳行車計畫擬定或行車計畫重新計 算,同樣可實現具有更佳乘坐舒適性及更高節約能量效果 之自動運轉。或者,加速時及減速時之雙方皆採用上述連 續之控制指令,可進一步實現具有更佳乘坐舒適性及更高 節約能量效果之自動運轉。 其次,參照圖面說明第27實施形態。第41圖係本發明 實施形態的槪略構成圖。 速度位置運算部405會依據轉速計等速度檢測部403之 資訊、及詢答機等檢測地上子之信號的地上子檢測部404 之資訊,運算行車中之列車0的速度及位置,並經由列車 現在資料取得手段4 1 2將其輸入至列車定位置停止自動控 制裝置4 1 0。又,圖上並未標示,現在煞車等級及停止目 標位置等之資訊亦會經由列車現在資料取得手段412輸入 至列車定位置停止自動控制裝置4 1 0。列車定位置停止自 動控制裝置4 1 0會依據經由列車現在資料取得手段4 1 2取得 之現在速度、現在位置、及現在煞車等級等之資料、以及 儲存於煞車特性資料儲存部4 1 1之各煞車等級之減速度、 煞車等級切換之遲延時間、及應答延遲時間等之煞車特性 資料,利用減速控制計畫擬定手段4 1 3擬定以複數等級之 組合使列車停於停止目標位置上的減速控制計畫。 例如,以2個等級之組合來使列車停止於特定位置時 ,減速控制計畫計算各煞車等級之時間分配,首先,使第 1煞車等級維持前述時間分配計算所求取之特定時間後, 切換至第2煞車等級並維持至列車停止爲止。第42圖係減 -68- 1276560 (63) 速控制計畫之最簡單的實例。此實例係剩餘距離l〇m之地 點的減速控制計畫,在剩餘距離爲6m附近切換等級使列 車停於目標停止位置。時間分配上,例如,假設計畫使用 2個等級,針對現在速度及剩餘距離,將第1煞車等級之維 持時間視爲變數,以第1煞車等級減速時之行車距離、及 第2煞車等級減速時之行車距離的合計等於剩餘距離方式 ,可以求取第1煞車等級之維持時間,進而取得時間分配 。若不存在滿足條件之解時,可變更2個等級之組合並重 複實施相同之計算。行車距離之積算時,係假設煞車等級 輸出指令後之等級切換遲延時間的期間,會以切換前之煞 車等級的減速度實施減速,在遲延時間經過後之應答延遲 時間的期間,會從切換前之煞車等級的減速度逐漸轉變成 切換後之煞車等級的減速度,應答延遲時間經過後,會以 切換後之煞車等級的減速度實施減速,在前述假設下實施 臨時定行車距離之計算,擬定考慮等級切換時之煞車應答 特性的計畫。各煞車等級之減速度値保持安定時,依據以 此方式擬定之計畫切換等級,可以在無需頻繁切換等級之 情形下,使列車停於特定位置上。又,擬定計畫時,第1 煞車等級爲減速度較大之等級、第2煞車等級爲減速度較 小之等級,以較低等級停車時,可提高乘坐舒適性。 各煞車等級之減速度爲變動時,例如,經過第1煞車 %級(減速度較大之等級)的維持時間時(切換計畫時刻 ),將以計畫採用之減速度實施減速時之預測速度、及實 際之列車速度進行比較,若實際速度較小,亦即,減速度 -69- (64) 1276560 比假設小時,不要立即切換至第2煞車等級(減速度較小 之等級),利用延長第1煞車等級之維持時間,防止列車 超過目標停止位置。第43圖係利用變更切換計畫時刻來調 整停止位置之實例。此實例中,實際減速度小於假設,減 速較慢,故將最初計畫預定在5 m附近切換至減速度較小 之等級更改成3.2m附近才切換,調整停止位置。第44圖係 利用變更切換時刻來調整停止位置之流程圖。 延長維持時間之求取上,例如,依據切換計畫時刻之 實際列車速度推算實際減速度,以推算之減速度重新計算 第1煞車等級指令時點開始之減速控制計畫,或是,依據 推算之減速度,重新計算切換計畫時刻開始之計畫。又, 在擬定最初之減速控制計畫時,採用最大之預設減速度, 不論實際之減速度較小時或較大時,皆可以延長等級切換 時間來調整停止位置。 第45圖係本發明第28實施例之槪略構成圖。除了具有 依據減速中之列車速度的時序資料推算減速度之減速度推 算手段41 6以外,其餘構成和第27實施例相同,基本機能 亦相同。 利用減速度推算手段4 1 6之減速度推算可以下述方法 求取,例如,可以在等級切換之遲延時間、及應答延遲時 間經過後,在相當於該等級之特定減速度下,以特定時間 內應造成之速度減慢來推算求取其減速度。列車速度之資 料有較大誤差時,應取速度之移動平均,並依據以適當過 濾除去干擾後之資料,推算減速度。利用減速度推算手段 -70- 1276560 (65) 4 1 6推算該時點之減速度,利用推算所得之減速度修正逐 次減速控制計畫,如此,在各煞車等級之減速度因1次行 車中之時間、或速度而產生之變化時’亦可獲得對應而確 保停止精度。 第46圖係本發明第29實施例之槪略構成圖。除了具有 計畫減速度修正手段4 1 7以外,其餘構成和第2 7實施例相 同,基本機能亦相同,前述計畫減速度修正手段417會實 施依據減速控制計畫實施減速時之各時點或各位置的預測 速度、及實際列車速度之比較,並對應其差修正減速控制 計畫使用之減速度。 依據減速控制計畫實施減速時之各時點或各位置的預 測速度的計算上,例如,在計算計畫使用之煞車等級、及 分別之時間分配後,依據現在列車速度、計畫使用之煞車 等級的減速度、等級切換遲延時間、及應答延遲時間來計 算。預測速度可以將從計畫開始至停止爲止之數値儲存爲 陣列方式,亦可爲逐次參照,若控制用計算機之記憶體容 量受到限制時,亦可以前次時階之列車速度、及當時之煞 車等級的減速度實施逐次計算。實施該時點之預測速度、 及實際列車速度之比較,列車速度較小時,應爲實際減速 度大於計畫使用之減速度値,故應提高減速度,重新計算 減速控制計畫。相反的,列車速度較大時,應爲實際減速 度小於計畫使用之減速度値,故應降低減速度,重新計算 減速控制計畫。變更減速度時,例如,設定預測速度及實 際列車速度之誤差容許値,對應達到誤差容許値爲止之時 -71 - (66) 1276560 間,決定減速度之變更量。利用計畫減速度修正手段4 1 7 ,實施預測速度及實際列車速度之逐次比較並修正減速度 ,可以隨時對應減速度之時間變化來適度更新減速控制計 畫。因實際列車速度之資料上存在誤差,故最好能使用經 過過濾後之資料、或設定減速度變更量之上下限等措施來 防止發散。 〔發明效果〕 本發明在列車之站間行車中,除了可確保使列車於特 定時刻停止於停定位置之條件以外,亦可實現降低行車中 所造成之能量損失的節約能量運轉。 又,本發明可在行車中實施線上之列車特性、路線特 性、及控制參數的自動學習,並利用該學習結果實現有效 率之列車自動運轉。 又,本發明可提供一種裝置,可在列車往返行駛於行 車預定路線時收集以運作運轉裝置爲目的之必要資料的收 集作業。 又,本發明係以極力排除列車自動運轉時之追逐的影 響來實現節約能量效果。又,利用特定實施形態,可以利 用求取遲延時間來提高列車停止於目標位置之停止精度, 又,其他實施形態亦可改善等級操作時因速度控制指令之 階段變化而導致的不良乘坐感。 又’本發明係依據列車之各煞車等級的減速度、煞車 等·級切換之遲延時間及應答延遲時間等之煞車特性資料、 -72- 1276560 (67) 列車之現在速度、現在位置、現在煞車等級等之資料,擬 定以利用複數個煞車等級使列車停於特定位置爲目的之減 速控制計畫,又,即使只能以離散値來設定減速度時,亦 可在無需頻繁切換等級之情形下,亦可擬定以使列車停於 特定位置爲目的之計畫,並依據該計畫來提高減速控制時 之乘坐舒適性及確保停止精度。 又,本發明係利用以複數之煞車等級的組合,實施以 使列車停於特定位置爲目的之各煞車等級的時間分配計算 ,並以使用之煞車等級及煞車等級之切換時刻來構成減速 控制許畫,利用此方式,在減速度變動時,亦可以變更其 時間分配,可以在不必更動等級之情形下,調整停止位置 ,而提高乘坐舒適性並確保停止精度。 又,本發明之減速控制計畫,會先以減速度較大之煞 車等級執行減速,然後,切換成減速度較小之煞車等級, 以減速度較小之煞車等級執行停車,可提高乘坐之舒適性 〇 又,本發明會實施依據減速控制計畫實施減速時之切 換時刻的預測速度、及切換時刻之實際列車速度的比較, 在兩者不同時會變更減速控制計畫,以此方式,很容易即 可評估實際之列車減速狀況,可重新計算對應減速度之變 動的減速控制計畫,提高停止精度。 又,本發明在擬定減速控制計畫擬定後,若減速度和 擬定計畫時使用之値不同時,可以變更減速控制計畫,利 用此方式,可以提高針對減速度變動干擾之控制的 -73- (68) 1276560 ROUBUST性》並確保停止精度。 又,本發明會依據減速中之列車速度 算減速度,並依據推算之減速度擬定減速 此方式,可以提高針對減速度變動 ROUBUST性,並在無需煩雜之調整下確保 又,本發明會實施依據減速控制計畫 時點或各位置的預測速度、及實際列車速 其差修正減速控制計畫使用之減速度,並 度變更減速控制計畫,利用此方式,可以 變動干擾之控制的ROUBUST性,並在無 確保停止精度。 又,本發明會依據前次時階之速度、 之減速度、等級切換遲延時間、及應答延 算依據減速控制計畫實施減速時之各時點 速度,利用此方式,控制用計算機之記憶 時,亦可以提高針對減速度變動干擾之彳 性,並在無需煩雜之調整下確保停止精度 【圖式簡單說明】 第1圖係本發明第1實施形態之自動列 塊圖。 第2圖係運行時之機器損失指標及總 例圖。 第3圖係煞車動作時之機器損失指標Frt: tunnel resistance (kg weight / ton) Temporary driving plan calculation means 3 23 Because the physical model of the above formula (25) is used, the temporary parking for parking will be repeated after reaching the target position N meters away. Plan P3. By repeating the plan, the parking position of the temporary parking plan for parking P3 is gradually approached to the target position. As shown in Figure 39. Further, the distance N from the target position to the start position of the temporary parking plan for parking can be determined by the formula "travel distance" ± "wide distance". Next, the operation of the driving plan employing means 324 of Fig. 3 will be described with reference to the flowchart of Fig. 40. When a driving plan for one of PI, P2, and P3 is formulated or recalculated according to a specific cycle, the flow chart is a processing step of one cycle. First, the driving plan uses the means 324 to determine whether the current train 0 driving state or the driving time is when the station stops or just after the departure from the station, the station line -65-1276560 (60), and whether it is at the target parking position. Nearby (step 1). Secondly, when it is judged as "After the stop at the station or just after the departure from the station", the optimal driving plan P1 (step 2) proposed by the optimal driving plan drafting means 3 1 4 will be adopted. Thereafter, the driving plan employer means 324 outputs the optimum driving plan P 1 to the control command discharging means 3 09. Further, the operation after the control command means 3 09 inputs the driving plan has been described in the above embodiment, and thus the overlapping description will be omitted. When it is judged at the time of "the inter-station driving" in step 1, the driving plan employs means 3 24 to judge whether or not the recalculation of the driving plan of this cycle has been carried out (step 3). Next, if the recalculation has been carried out, the traffic plan P2 is recalculated by the forward prediction type vehicle plan recalculation means 317 (step 4). On the other hand, if it is judged in step 3 that the recalculation of the driving plan of the current cycle is not carried out, it is judged whether or not the first driving cycle P 1 has been adopted in the previous cycle, that is, in the previous cycle (step 5). If the best driving plan P1 has been taken at the previous 1 o'clock, the driving plan employer 324 will use the best driving plan P1 (step 2). However, when the best driving plan P1 is not used in the previous 1 hour, the current point is the time when the best driving plan P 1 has been adopted and the recalculation has been carried out. The former 1 hour adopter is recalculated. plan. Therefore, the driving plan adopts the means 324 to adopt the driving plan adopted at the previous 1 hour (step 6), and the judgment of the step 1 is "near the target parking position", that is, when the target parking position is within N meters, the driving is performed. The plan means 324 will input the parking temporary line -66 - (61) 1276560 car plan P3 which has been prepared by the temporary driving plan calculation means 3 2 3, and determine whether the parking position is located at the "target parking position". Within the range of the error (step 7). Next, if the parking position is within this range, the parking temporary driving plan P3 is adopted (step 8). However, if it is not within this range, return to step 5, and use the driving plan that performs the recalculation at the first 1 o'clock (or before), and after step 1, repeat the judgment of step 7 until it is located. Up to the scope. As described above, in the twenty-sixth embodiment, the parking temporary parking plan in which the train is stopped in the "target parking position" ± "permissible error" near the target parking position is used, and the train can be stopped at the target with good precision. Parking location. Further, since the train is scheduled to move in the traveling direction, the temporary parking plan for parking is proposed, and it is easy to obtain an automatic train running device which is very convenient in considering the delay time and has a very simple calculation. In addition, in this embodiment, an example in which the parking temporary vehicle planning calculation means 323 is "forward prediction type" will be described. However, the parking temporary driving plan calculation means 323 is not limited to " Forward predictive type." The automatic train running device of each of the embodiments described so far is a method of changing the control command in stages by the running level and the braking level of the current general train. However, in the near future, the command signal should be continuously controlled to drive the drive unit and the brake unit. Therefore, as long as the control command during acceleration is made into a continuous traction command or a running torque command, the optimal driving plan or the recalculation of the driving plan can be implemented to achieve better ride comfort and higher energy saving effect. Automatic operation. In addition, the control command during deceleration can be made into a continuous brake 1276560 (62) force command, and the optimal driving plan or recalculation of the driving plan can be implemented, which can also achieve better ride comfort and higher economy. Automatic operation of energy effects. Alternatively, both of the above-described continuous control commands during acceleration and deceleration can further achieve automatic operation with better ride comfort and higher energy saving effects. Next, a twenty-seventh embodiment will be described with reference to the drawings. Figure 41 is a schematic diagram showing the configuration of an embodiment of the present invention. The speed position calculation unit 405 calculates the speed and position of the train 0 in the train based on the information of the speed detecting unit 403 such as the tachometer and the information of the ground detecting unit 404 that detects the signal of the ground. The data acquisition means 4 1 2 now inputs it to the train position stop automatic control device 4 1 0. Further, the map is not indicated, and the information such as the brake level and the stop target position is also input to the train position stop automatic control device 4 1 0 via the train current data acquisition means 412. The train position stop automatic control device 4 1 0 is based on the current speed, the current position, the current brake level, and the like obtained by the train current data acquisition means 4 1 2, and the data stored in the brake characteristic data storage unit 41 1 . The vehicle characteristic data such as the deceleration of the brake class, the delay time of the brake class switching, and the response delay time, using the deceleration control plan drafting means 4 1 3 to formulate the deceleration control in which the combination of the complex levels is used to stop the train at the stop target position plan. For example, when the train is stopped at a specific position by a combination of two levels, the deceleration control plan calculates the time allocation of each brake level. First, the first brake level is maintained after the specific time determined by the time allocation calculation, and then switched. Until the second brake level and until the train stops. Figure 42 is the simplest example of a speed control plan -68-1276560 (63). This example is a deceleration control plan for the location of the remaining distance l〇m, and the level is switched around the remaining distance of 6 m to stop the train at the target stop position. For the time allocation, for example, the fake design drawing uses two levels, and the maintenance time of the first braking level is regarded as a variable for the current speed and the remaining distance, and the driving distance at the first braking level deceleration and the second braking level are decelerated. The total distance of the driving distance is equal to the remaining distance mode, and the maintenance time of the first braking level can be obtained, thereby obtaining the time allocation. If there is no solution that satisfies the condition, the combination of the two levels can be changed and the same calculation can be repeated. In the calculation of the driving distance, it is assumed that the deceleration of the braking level before the switching is performed during the period of the delay switching time after the braking level output command, and the response delay time after the delay time elapses from before the switching. The deceleration of the vehicle level is gradually converted into the deceleration of the braking level after the switching. After the response delay time elapses, the deceleration is performed with the deceleration of the braking level after the switching, and the calculation of the temporary fixed distance is implemented under the above assumption. Consider the plan for the braking response characteristics when the level is switched. The deceleration of each brake class is maintained at a safe time. According to the plan switching level proposed in this way, the train can be stopped at a specific position without frequent switching of the level. In addition, when planning the plan, the first brake level is a level with a large deceleration, and the second brake level is a level with a small deceleration. When the vehicle is parked at a lower level, the ride comfort can be improved. When the deceleration rate of each brake class is changed, for example, when the maintenance time of the first brake % level (the level of the large deceleration) is exceeded (the switching schedule time), the prediction when deceleration is performed by the deceleration used in the plan Speed and actual train speed are compared. If the actual speed is small, that is, deceleration -69- (64) 1276560 is less than the assumed hour, do not immediately switch to the second brake level (lower deceleration level), use Extend the maintenance time of the first brake class to prevent the train from exceeding the target stop position. Fig. 43 is an example of adjusting the stop position by changing the switching schedule time. In this example, the actual deceleration is less than the assumption, and the deceleration is slower. Therefore, the initial plan is scheduled to switch to a lower deceleration level near 5 m and change to a vicinity of 3.2 m to switch and adjust the stop position. Fig. 44 is a flow chart for adjusting the stop position by changing the switching timing. To extend the maintenance time, for example, to calculate the actual deceleration according to the actual train speed at the switching plan time, and to calculate the deceleration control plan at the time when the first brake level command is recalculated by the estimated deceleration, or according to the calculation Deceleration, recalculate the plan to start the switching plan. Also, when formulating the initial deceleration control plan, the maximum preset deceleration is used, and the level switching time can be extended to adjust the stop position regardless of whether the actual deceleration is small or large. Figure 45 is a schematic block diagram of a twenty-eighth embodiment of the present invention. The rest of the configuration is the same as that of the twenty-seventh embodiment except that the deceleration estimating means 41 6 for deducing the deceleration based on the time series data of the train speed during deceleration is the same, and the basic functions are also the same. The deceleration estimation using the deceleration estimating means 4 1 6 can be obtained by, for example, a specific time after a delay of the level switching and a response delay time elapsed at a specific deceleration corresponding to the level. The speed should be slowed down to calculate the deceleration. When there is a large error in the train speed data, the moving average of the speed should be taken, and the deceleration should be estimated based on the data after the interference is removed by appropriate filtering. Deceleration calculation means -70-1276560 (65) 4 1 6 Estimate the deceleration of the time point, and use the deceleration obtained by the calculation to correct the successive deceleration control plan. Thus, the deceleration rate at each brake level is caused by one driving. When the change in time or speed occurs, the correspondence can be obtained to ensure the stop accuracy. Figure 46 is a schematic block diagram of a twenty-ninth embodiment of the present invention. The rest of the configuration is the same as that of the second embodiment, and the basic functions are the same, and the plan deceleration correcting means 417 performs the time points at which the deceleration control plan is decelerated or The comparison between the predicted speed of each position and the actual train speed, and the deceleration used by the difference correction deceleration control plan. According to the calculation of the predicted speed at each time point or each position when the deceleration control plan is decelerating, for example, after calculating the brake level used for the plan and the time allocation, the brake level used according to the current train speed and the plan is used. The deceleration, the level switching delay time, and the response delay time are calculated. The predicted speed can be stored in the array mode from the start to the stop of the project, or can be referred to successively. If the memory capacity of the control computer is limited, the train speed of the previous time can also be used. The deceleration of the brake class is calculated successively. When comparing the predicted speed at this time and the actual train speed, when the train speed is small, the actual deceleration should be greater than the deceleration used in the plan. Therefore, the deceleration should be increased and the deceleration control plan should be recalculated. Conversely, when the train speed is large, the actual deceleration should be less than the deceleration used by the plan. Therefore, the deceleration should be reduced and the deceleration control plan should be recalculated. When the deceleration is changed, for example, the error tolerance of the predicted speed and the actual train speed is set, and the amount of change in deceleration is determined between -71 - (66) 1276560 when the error tolerance is reached. By using the plan deceleration correction means 4 1 7 , the comparison of the predicted speed and the actual train speed is performed successively and the deceleration is corrected, and the deceleration control plan can be appropriately updated corresponding to the time change of the deceleration. Since there is an error in the data of the actual train speed, it is better to use the filtered data or set the upper and lower limits of the deceleration change amount to prevent divergence. [Effect of the Invention] In the present invention, in addition to ensuring that the train is stopped at a specific stop position at a specific time, it is possible to realize an energy-saving operation for reducing energy loss caused by driving. Further, the present invention can implement on-line train characteristics, route characteristics, and automatic learning of control parameters in traveling, and use the learning result to realize efficient train automatic operation. Further, the present invention can provide a device for collecting the necessary information for operating the operation device when the train travels to and from the scheduled route. Further, the present invention achieves an energy saving effect by eliminating the influence of chasing during automatic operation of the train. Further, according to the specific embodiment, it is possible to improve the stop accuracy of stopping the train at the target position by obtaining the delay time, and in other embodiments, it is possible to improve the poor ride feeling due to the change in the stage of the speed control command during the level operation. In addition, the present invention is based on the vehicle characteristic data such as the deceleration of each train level of the train, the delay time of the brake switching, and the response delay time, and -72-1276560 (67) the current speed of the train, the current position, and now the brake For data such as grades, a deceleration control plan is proposed for the purpose of stopping the train at a specific position by using a plurality of brake levels, and even if the deceleration can only be set by discrete turns, it is possible to eliminate the need to frequently switch the ranks. It is also possible to formulate a plan for stopping the train at a specific location, and according to the plan, the ride comfort during the deceleration control is improved and the stop accuracy is ensured. Further, the present invention uses a combination of a plurality of brake classes to calculate a time distribution of each brake class for the purpose of stopping the train at a specific position, and constructs a deceleration control by the switching timing of the used brake level and the brake level. In this way, when the deceleration is changed, the time distribution can be changed, and the stop position can be adjusted without changing the level of the movement, thereby improving the ride comfort and ensuring the stop accuracy. Further, in the deceleration control plan of the present invention, the deceleration is first performed at the braking level with a large deceleration, and then the braking level is switched to a smaller deceleration, and the parking is performed at a reduced deceleration level, thereby improving the riding. In addition, the present invention implements a comparison between the predicted speed at which the switching time is decelerated and the actual train speed at the time of switching according to the deceleration control plan, and the deceleration control plan is changed when the two are different. It is easy to evaluate the actual train deceleration condition, and the deceleration control plan corresponding to the change of the deceleration can be recalculated to improve the stop accuracy. Moreover, the present invention can change the deceleration control plan if the deceleration and the plan used in the proposed plan are different after the deceleration control plan is drafted, and the control for the deceleration fluctuation interference can be improved by using this method. - (68) 1276560 ROUBUST Sex and ensure the accuracy of the stop. Moreover, the present invention calculates the deceleration according to the train speed in the deceleration, and formulates the deceleration according to the deceleration of the estimated deceleration, which can improve the ROUBUST property for the deceleration variation, and ensure that the invention is implemented without complicated adjustment. The deceleration control plan point or the predicted speed of each position and the actual train speed difference correct the deceleration control plan to reduce the deceleration, and change the deceleration control plan. This method can change the ROUBUST of the disturbance control. There is no guarantee to stop the accuracy. Moreover, according to the speed of the previous time step, the deceleration, the level switching delay time, and the response delay according to the deceleration control plan, the present invention performs the speed at each time of deceleration control, and in this way, when the memory of the computer is controlled, It is also possible to improve the accuracy of the disturbance with respect to the deceleration, and to ensure the stop accuracy without complicated adjustment. [Simplified description of the drawings] Fig. 1 is an automatic block diagram of the first embodiment of the present invention. Figure 2 is a machine loss indicator and a general example of the operation. Figure 3 shows the machine loss index when braking
的時序資料,推 控制計畫,利用 干擾之控制的 :停止精度。 實施減速時之各 度之比較,對應 依據修正之減速 提高針對減速度 需煩雜之調整下 擬定計畫時使用 遲時間,逐次計 或各位置之預測 體容量受到限制 控制的ROUBUST 車運轉裝置的方 計損失指標的實 、煞車損失指標 -74- 1276560 (69) 、及總計損失指標的實例圖。 第4圖係運行時之轉換器損失指標及馬達損失指標的 實例圖。 第5圖係運行時之轉換器損失及馬達損失的實例圖。 第6圖係第1實施形態之行車模式的實例圖。 第7圖係本發明第2實施形態之自動列車運轉裝置的方 塊圖。 第8圖係運行負載量受到限制時之煞車損失的實例圖 〇 第9圖係發明第3實施形態之自動列車運轉裝置的方塊 圖。 第1 0圖係本發明第4實施形態之列車運轉支援裝置的 方塊圖。 第1 1圖係第4實施形態之推力指示裝置的構成例方塊 圖。 第12圖係第11圖之推力指示裝置的控制系方塊圖。 第1 3圖係本發明第5實施形態之列車運轉支援裝置的 推力指示裝置之構成例方塊圖。 第1 4圖係本發明第6實施形態之列車運轉支援裝置的 推力指示裝置之構成例方塊圖。 第1 5圖係具有本發明自動列車運轉裝置之列車的全體 方塊圖。 第1 6圖係第1 5圖之自動列車運轉裝置內部構成的説明 方塊圖 -75- (70) 1276560 第1 7圖係據初期運行時之重量推算的行車模式補償槪 念圖。 第18圖係考慮營業前及營業後之學習的步驟流程圖。 第1 9圖係以本發明一實施形態之自動特性學習結果補 償爲目的之補償手段方塊圖。 第20圖係自動列車運轉裝置及資料儲存部之構成圖。 第2 1圖係自動列車運轉模式之一實例。 第22圖係配置本發明各實施形態之自動列車運轉裝震 的列車之構成方塊圖。 第23圖係本發明第1 3實施形態之自動列車運轉裝置1 的構成方塊圖。 第24圖係本發明第1 4實施形態之自動列車運轉裝置1 的構成方塊圖。 第25圖係本發明第1 5實施形態之自動列車運轉裝置1 的構成方塊圖。 第26圖係本發明第1 6實施形態之自動列車運轉裝置1 的構成方塊圖。 第27圖係本發明第17實施形態之自動列車運轉裝置1 的構成方塊圖。 第28圖係本發明第1 8實施形態之自動列車運轉裝置1 的構成方塊圖。 第29圖係本發明第1 9實施形態之自動列車運轉裝置1 的構成方塊圖。 第30圖係本發明第20實施形態之自動列車運轉裝置1 -76- 1276560 (71) 的構成方塊圖。 第3 1圖係本發明第2 1實施形態之自動列車運轉裝置1 的構成方塊圖。 第3 2圖係本發明第2 2實施形態之自動列車運轉裝置1 的構成方塊圖。 第3 3圖係本發明第23實施形態之自動列車運轉裝置i 的構成方塊圖。 第3 4圖係本發明第24實施形態之自動列車運轉裝置1 的構成方塊圖。 第3 5圖係本發明第25實施形態之自動列車運轉裝置1 的構成方塊圖。 第3 6圖係本發明第26實施形態之自動列車運轉裝置i 的構成方塊圖。 第37圖係本發明實施形態擬定之最佳行車計畫的特性 實例説明圖。 第3 8圖係本發明實施形態擬定或重新計算之行車計畫 的特性實例説明圖。 第3 9圖係本發明實施形態擬定之臨時行車計畫的特性 實例説明圖。 第40圖係第36圖之行車計畫採用手段24的動作説明流 程圖。 第4 1圖係本發明之列車定位置停止自動控制裝置第27 實施例的槪略構成圖。 第42圖係本發明之列車定位置停止自動控制裝置採用 -77- 1276560 (72) 之減速控制計畫的一實例槪略圖。 第43圖係變更本發明之列車定位置停止自動控制裝置 的切換計畫時刻來調整停止位置之實例槪略圖。 第44圖係變更本發明之列車定位置停止自動控制裝置 的切換計畫時刻調整停止位置之停止位置調整步驟實例的 槪略圖。 第45圖係本發明之列車定位置停止自動控制裝置第28 實施例的槪略構成圖。 第46圖係本發明之列車定位置停止自動控制裝置第29 實施例的槪略構成圖。 第47圖係具有自動列車運轉裝置之一般電車系統的構 成例方塊圖。 第48圖係第47圖系統之自動列車運轉裝置的方塊圖。 〔元件符號之說明〕The timing data, push control plan, use the control of interference: stop accuracy. The comparison between the degrees of deceleration and the deceleration according to the correction is made. The delay time is adjusted for the deceleration, and the delay time is used to adjust the plan. The ROUBUST car operation device with the predicted body capacity of each position is controlled. An example of the actual loss and loss index of the loss indicator -74-1276560 (69) and the total loss indicator. Figure 4 is an example diagram of the converter loss indicator and motor loss indicator during operation. Figure 5 is an example diagram of converter losses and motor losses during operation. Fig. 6 is a view showing an example of the driving mode of the first embodiment. Fig. 7 is a block diagram showing an automatic train operating device according to a second embodiment of the present invention. Fig. 8 is a view showing an example of the brake loss when the running load is limited. Fig. 9 is a block diagram showing the automatic train operating device according to the third embodiment of the invention. Fig. 10 is a block diagram showing a train operation support device according to a fourth embodiment of the present invention. Fig. 1 is a block diagram showing a configuration example of a thrust indicating device according to a fourth embodiment. Fig. 12 is a block diagram showing the control system of the thrust indicating device of Fig. 11. Fig. 3 is a block diagram showing a configuration example of a thrust indicating device of the train operation support device according to the fifth embodiment of the present invention. Fig. 14 is a block diagram showing a configuration example of a thrust indicating device of the train operation support device according to the sixth embodiment of the present invention. Fig. 15 is a block diagram showing the entire train having the automatic train running device of the present invention. Figure 16 shows the internal structure of the automatic train running device in Figure 15. Block diagram -75- (70) 1276560 Figure 17 shows the driving mode compensation map based on the weight of the initial operation. Figure 18 is a flow chart showing the steps of learning before and after business. Fig. 19 is a block diagram of a compensation means for the purpose of compensating for automatic characteristic learning results according to an embodiment of the present invention. Figure 20 is a block diagram of an automatic train running device and a data storage unit. Figure 21 is an example of an automatic train operation mode. Fig. 22 is a block diagram showing the construction of a train in which the automatic train operation is mounted in accordance with the embodiments of the present invention. Figure 23 is a block diagram showing the configuration of an automatic train running device 1 according to a thirteenth embodiment of the present invention. Fig. 24 is a block diagram showing the configuration of an automatic train running device 1 according to a fourteenth embodiment of the present invention. Figure 25 is a block diagram showing the configuration of an automatic train running device 1 according to a fifteenth embodiment of the present invention. Figure 26 is a block diagram showing the configuration of an automatic train running device 1 according to a sixteenth embodiment of the present invention. Figure 27 is a block diagram showing the configuration of an automatic train running device 1 according to a seventeenth embodiment of the present invention. Fig. 28 is a block diagram showing the configuration of an automatic train running device 1 according to a first embodiment of the present invention. Figure 29 is a block diagram showing the configuration of an automatic train running device 1 according to a nineteenth embodiment of the present invention. Figure 30 is a block diagram showing the construction of an automatic train running device 1 - 76 - 1276560 (71) according to a twentieth embodiment of the present invention. Fig. 3 is a block diagram showing the configuration of an automatic train running device 1 according to a second embodiment of the present invention. Fig. 3 is a block diagram showing the configuration of the automatic train running device 1 according to the second embodiment of the present invention. Fig. 3 is a block diagram showing the configuration of an automatic train running device i according to a twenty-third embodiment of the present invention. Fig. 4 is a block diagram showing the configuration of an automatic train running device 1 according to a twenty-fourth embodiment of the present invention. Figure 35 is a block diagram showing the configuration of an automatic train operating device 1 according to a twenty-fifth embodiment of the present invention. Fig. 3 is a block diagram showing the configuration of an automatic train running device i according to a twenty sixth embodiment of the present invention. Fig. 37 is a diagram showing an example of the characteristics of the optimum driving plan to be proposed in the embodiment of the present invention. Fig. 3 is a diagram showing an example of characteristics of a driving plan to be formulated or recalculated in the embodiment of the present invention. Fig. 39 is a diagram showing an example of the characteristics of the temporary driving plan proposed in the embodiment of the present invention. Fig. 40 is a flow chart showing the operation of the means 24 of the driving plan of Fig. 36. Fig. 4 is a schematic structural view showing a twenty-seventh embodiment of the train position stop automatic control device of the present invention. Figure 42 is a schematic diagram showing an example of a deceleration control scheme of the train position stop automatic control device of the present invention using -77-1276560 (72). Fig. 43 is a schematic diagram showing an example of changing the stop position by changing the switching schedule of the train position stop automatic control device of the present invention. Fig. 44 is a schematic diagram showing an example of the step of adjusting the stop position of the switching schedule adjustment stop position of the train position stop automatic control device of the present invention. Fig. 45 is a schematic block diagram showing a twenty-eighth embodiment of the train position stop automatic control device of the present invention. Fig. 46 is a schematic block diagram showing a twenty-ninth embodiment of the train position stop automatic control device of the present invention. Fig. 47 is a block diagram showing a configuration of a general train system having an automatic train running device. Figure 48 is a block diagram of the automatic train running device of the system of Figure 47. [Description of component symbols]
0 歹ij車 1 自動列車運轉裝置(ΑΤΟ) 2 驅動制動裝置 3 資料庫 4 VVVF變頻變壓逆變器 5 主電動機 6 煞車控制裝置 7 車輪 8 機械煞車 -78- 速度檢測器 地上子檢測器 軌道 暫定行車計畫部 最佳行車計畫部 推力指令產生部 行車模式補償指標運算部 損失指標運算部 過載指標運算部 加算部 行車模式補償部 行車距離補償部 定時性判斷部 列車運轉支援裝置 主控制器 推力指示部 角度指令運算部 阻抗控制部 伺服放大器 伺服馬達 編碼器 建議等級表示控制部 燈 建議等級表示控制部 •79- 聲音輸出部 資料庫 行車模式析出部 資料庫 自動列車控制裝置(ATC) 資料庫(DB ) 駕駛台 應負載裝置 速度檢測器 地上子檢測器 驅動裝置 減速裝置 營業前行車判斷手段 營業前特性初始値設定手段 營業前試驗行車用列車自動運轉手段 行車結果儲存手段 營業前特性推算手段 推算結果補償手段 特性推算値儲存手段 學習特性資料庫(學習特性DB ) 特性初始値設定手段 列車自動運轉手段 營業後行車結果儲存手段 營業後特性學習手段 -80- (75)1276560 135 學 習 結 果 補 償 手 段 136 學 習 結 果 比 較 手 段 137 學 習 結 果 補 償 手 段 180 資 料 處 理 手 段 18 1 列 車 白 動 運 轉 手 段 1341 〜 1345 自動特性學習手段 201 資 料 儲 存 部 203 地 上 子 檢 測 器 204 速 度 檢 測 器 205 驅 動 裝 置 206 制 動 裝 置 207 列 車 特 性 學 習 裝 置 208 白 動 運 轉 控 制 部 209 列 車 重 量 計 算 部 210 列 車 阻 力 計 算 部 21 1 煞 車 力 計 算 部 212 遲 延 時 間 計 算 部 213 乘 車 率 計 算 部 300 資 料 庫 302 速 度 檢 測 器 303 地 上 子 檢 測 器 3 04A 靠 站 停 車 時 實 施 運算電路 3 04B 站 間 行 車 時 實 施 運算電路 305 驅 動 裝 置0 歹ij car 1 automatic train running device (ΑΤΟ) 2 drive brake device 3 data base 4 VVVF variable frequency variable voltage inverter 5 main motor 6 brake control device 7 wheel 8 mechanical brake -78- speed detector above ground detector track Tentative driving plan department best driving plan department thrust command generation part driving mode compensation index calculation unit loss index calculation unit overload index calculation unit addition unit driving mode compensation unit driving distance compensation unit timing determination unit train operation support device main controller Thrust indicator angle command calculation unit Impedance control unit Servo amplifier Servo motor encoder recommendation level indication control unit lamp recommendation level indication control unit • 79- Sound output unit database driving mode separation unit database automatic train control unit (ATC) database (DB) Driver's station load device speed detector above ground detector drive unit deceleration device before driving judgment means pre-operating characteristics initial setting means pre-operation test driving train automatic operation means driving result storage means pre-business characteristic estimation means Estimate Measure of the characteristics of the compensation means 値 Storage means Learning characteristics database (learning characteristics DB) Characteristics Initial setting means Train automatic operation means After driving results Storage means After-service characteristics Learning means -80- (75)1276560 135 Learning result compensation means 136 Learning result comparison means 137 Learning result compensation means 180 Data processing means 18 1 Train white motion running means 1341 to 1345 Automatic characteristic learning means 201 Data storage section 203 Above-ground sub-detector 204 Speed detector 205 Drive means 206 Brake means 207 Train characteristic learning Device 208 White running control unit 209 Train weight calculating unit 210 Train resistance calculating unit 21 1 Brake force calculating unit 212 Delay time calculating unit 213 Ride rate calculating unit 300 Library 302 Speed detector 303 Above ground detector 3 04A Implementing the arithmetic circuit when parking 3 04B Implementing the arithmetic circuit 305 when driving between stations Means
-81 - (76) 1276560 306 制 動 裝 置 307 最 佳 行 車計 畫 擬 定 手 段 308 行 車 計 畫 重 新 計 算 手 段 309 控 制 指 令析 出 手 段 3 10 控 制 指 令 輸 出 手 段 3 11 累 積 誤 差 參 照 型 行 車 計 畫 重 -frr 新 計 算 手 段 3 12 控 制 指 令 補 償 手 段 3 13 累 積 誤 差 參 照 型 控 制 指 令 補 償 手 段 3 14 遲 延 時 間 考 慮 型 最 佳 行 車 計 畫 擬 定 手 段 3 15 遲 延 時 間 考 慮 型 行 車 計 畫 重 新 計 算 手 段 3 16 刖 向 預 測 型 最 佳 行 車 計 畫 擬 定 手 段 3 17 ·、·-Λ一 刖 向 預 測 型 行 車 計 畫 重 新 計 算 手 段 3 1 8 逐 次 、人 刖 向 預 測 型 行 車 計 畫 重 新 計 算 手 段 3 19 速 :度計測驅動型逐次前1 向: 預 測 型 行 車計畫 重新計算手段 320 站間行車結果儲存手段 321 遲延時間推算手段 322 線上遲延時間推算手段 3 23 前向預測型停車用臨時行車計畫計算手段 324 行車計畫採用手段 402 煞車裝置 403 速度檢測部 404 地上子檢測部 405 速度位置運算部 (77) (77)1276560 410 列車定位置停止自動控制裝置 411 煞車特性資料儲存部 412 列車現在資料取得手段 4 13 減速控制計畫擬定手段 414 減速控制指令析出手段 415 減速控制指令輸出手段 416 減速度推算手段 4 17 計畫減速度修正手段-81 - (76) 1276560 306 Brake device 307 Best driving plan drafting means 308 Driving plan recalculation means 309 Control command precipitating means 3 10 Control command output means 3 11 Cumulative error reference type driving plan weight - frr New calculation Means 3 12 Control command compensation means 3 13 Cumulative error reference type control command compensation means 3 14 Delay time consideration type optimal driving plan drafting means 3 15 Delay time consideration type driving plan recalculation means 3 16 预测 预测 predictive type best Driving Plan Drawing Means 3 17 ····Λ一刖Recalculating means to predictive driving plan 3 1 8 Recurring means for predictive driving plan 3 19 speed: Degree measuring drive type successively 1 To: Predictive driving plan recalculation means 320 Inter-station driving result storage means 321 Delay time estimation means 322 Online delay time Calculation means 3 23 Forward predictive parking temporary travel plan calculation means 324 Driving plan use means 402 Brake device 403 Speed detecting unit 404 Above-ground sub-detection unit 405 Speed position calculation unit (77) (77) 1276560 410 Train position Stop automatic control device 411 Brake characteristic data storage unit 412 Train current data acquisition means 4 13 Deceleration control plan preparation means 414 Deceleration control command precipitation means 415 Deceleration control command output means 416 Deceleration estimation means 4 17 Deceleration correction means
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| JP2002031114A JP3919553B2 (en) | 2002-02-07 | 2002-02-07 | Automatic train driving device |
| JP2002070675A JP3710756B2 (en) | 2002-03-14 | 2002-03-14 | Automatic train operation device and train operation support device |
| JP2002233432A JP3940649B2 (en) | 2002-08-09 | 2002-08-09 | Automatic train driving device |
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| TW095111232A TWI284605B (en) | 2002-01-31 | 2003-01-28 | Automatic train operating device |
| TW095111247A TWI277549B (en) | 2002-01-31 | 2003-01-28 | Automatic fixed-position stop control device for train |
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| TW095111247A TWI277549B (en) | 2002-01-31 | 2003-01-28 | Automatic fixed-position stop control device for train |
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| JP3198170B2 (en) * | 1991-10-25 | 2001-08-13 | 株式会社東芝 | Optimal running pattern calculation device and calculation system |
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| JP2000335419A (en) * | 1999-05-25 | 2000-12-05 | Toshiba Corp | Train operation support device and train operation simulation device for training |
| JP3677537B2 (en) * | 2000-02-23 | 2005-08-03 | 株式会社日立製作所 | Vehicle driving support device |
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| TWI277549B (en) | 2007-04-01 |
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