TWI284605B - Automatic train operating device - Google Patents

Automatic train operating device Download PDF

Info

Publication number
TWI284605B
TWI284605B TW095111232A TW95111232A TWI284605B TW I284605 B TWI284605 B TW I284605B TW 095111232 A TW095111232 A TW 095111232A TW 95111232 A TW95111232 A TW 95111232A TW I284605 B TWI284605 B TW I284605B
Authority
TW
Taiwan
Prior art keywords
train
automatic
driving
learning
characteristic
Prior art date
Application number
TW095111232A
Other languages
Chinese (zh)
Other versions
TW200628350A (en
Inventor
Yoshikazu Ooba
Toshihiro Koyama
Yotaro Minami
Keiichi Kamata
Kazuaki Yuki
Original Assignee
Toshiba Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Priority claimed from JP2002022788A external-priority patent/JP3827296B2/en
Priority claimed from JP2002031114A external-priority patent/JP3919553B2/en
Priority claimed from JP2002070675A external-priority patent/JP3710756B2/en
Priority claimed from JP2002233432A external-priority patent/JP3940649B2/en
Application filed by Toshiba Corp filed Critical Toshiba Corp
Publication of TW200628350A publication Critical patent/TW200628350A/en
Application granted granted Critical
Publication of TWI284605B publication Critical patent/TWI284605B/en

Links

Classifications

    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02TCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO TRANSPORTATION
    • Y02T10/00Road transport of goods or passengers
    • Y02T10/60Other road transportation technologies with climate change mitigation effect
    • Y02T10/72Electric energy management in electromobility

Landscapes

  • Electric Propulsion And Braking For Vehicles (AREA)
  • Train Traffic Observation, Control, And Security (AREA)

Abstract

To put the learning of properties forward automatically also after business travel by reducing the time and labor required for tuning. This on-line processes data acquired during travel of a train and automatically learns train properties during travel of the train, with the control parameters of train travel, the physical properties of the train itself during train operation, and the physical values showing the rout properties as the train properties, based on the data obtained hereby and the data obtained beforehand, and this performs the automatic operation of the train, using the train properties obtained by these automatic properties.

Description

1284605 • ⑴ 九、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。 【先前技術】 自動列車運轉裝置(以下稱爲「ΑΤΟ」),係自動實1284605 (1) EMBODIMENT DESCRIPTION OF THE INVENTION [Technical 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. [Prior Art] Automatic train running device (hereinafter referred to as "ΑΤΟ") is automatic

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 φ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 cmd>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 車8所構成。主電動機5和在軌道1 1上行駛之車輪7實施機The train is operated between stations, and the train is stopped at a specific parking position 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 φ speed detector 9, and inputs a thrust command F cmd to the drive brake device 2, Indicates the thrust that should be provided at that 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 cmd > 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 brake 8. The main motor 5 and the wheel 7 running on the track 11 are implemented

-5- 1284605 (2) 械連結,機械煞車8之配置上,則爲可對車輪7實施機械煞 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-5- 1284605 (2) Mechanical connection, the arrangement of the mechanical brake 8 is the same as the mechanical 煞 from the thrust command F cmd to the actual thrust of the wheel 7 'when the traction force is obtained and the braking force is obtained Therefore, the explanations are as follows. When the traction is obtained, the thrust command F cmd ( > 0 ) is input to the variable frequency inverter 4 . The variable frequency variable voltage inverter 4 controls the torque of the main motor 5

,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 me ch 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 X的推力Fn ( X )及速度Vn ( X )。最佳行車計畫部13會依 -6- 1284605 .(3) 據暫定行車模式(F0 ( x),V〇 ( x))及資料庫3之儲存資 ,計劃列車之最佳行車模式F1 ( 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Fcmd,指示該時點應輸出之推力。In order to get the traction force with 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 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 firstly activates the electric vehicle force F elec and compensates for the shortage of the electric power with the mechanical braking force F me ch 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, a best driving plan unit 13 and a thrust command generating unit 14. The Provisional 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 thrust Fn (X) and the speed Vn (X) of the position X on the route in a manner corresponding to a series of positions. The best driving plan department 13 will be based on the -6- 1284605. (3) According to the tentative driving mode (F0 (x), V〇 (x)) and the storage of the database 3, the best driving mode F1 of the train is planned ( x ). In the optimal driving mode FI (X) generated, the thrust command generating unit 14 outputs a thrust command Fcmd to the variable frequency transformer inverter 4 according to the detected position of the train, the detection speed, and the speed limit signal of the ATC. The thrust at this point should be output.

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 化。 1284605 (4) /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。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, the minimization of integrated energy loss cannot be achieved. 1284605 (4) / Problem to be Solved by the Invention The object of the present invention is to comprehensively evaluate the energy loss caused by train driving brake control, to minimize the energy loss between stations, and to realize energy-saving driving. Therefore, the following is a brief description of the energy loss of the present invention.

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ί貝失之機器’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 φ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。 此煞車損失在煞車力指令超過電力機器一亦即驅動裝 -8 - 1284605 (5) 賃之容許量、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 %The damage caused by train driving will change due to the driving mode, and the machines that may cause the loss of the car are mainly divided into the following two categories. The first is the energy loss of the power inverter of the inverter variable frequency inverter 4 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 φ 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. This brake loss occurs when the brake force command exceeds the allowable amount of the electric machine, that is, the drive load -8 - 1284605 (5), and the load on the power supply side does not exist in accordance with the regenerative power. In the latter case, if the drive unit obtains the braking force command, it will control %.

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 0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 ΑΤΟ及TASC時爲佳,然而’只需對駕駛員執行指示,而The variable frequency variable voltage inverter 4 causes the main motor 5 to output a matching braking force. 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, and an automatic train running device (ΑΤΟ) and an automatic train stopping device (TASC), which are automatically generated by the driver without a driver, are 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, by using the thrust of the driver to indicate the best plan, it is possible to expect a train that is close to the planned driving mode by the skill of the driver. This is the operation support device. When such an operation support device is used, the energy saving effect is preferable to the use of the ΑΤΟ and TASC because of the driver's reaction delay, etc., however, it is only necessary to perform an instruction to the driver.

Cs' -9- (6) (6)Cs' -9- (6) (6)

1284605 和車輛之驅動制動裝置無直接關係,故具有 、優點。又,因爲終究係依靠駕駛員之操作, 化以位置檢測爲目的之地上設備等。利用此 成本,而優得較佳成本效益。又,近年來 ΑΤΟ化而導致駕駛員之駕駛技術降低,故利 置時,因必須隨時依據駕駛員之判斷來調整 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 速度、以及和限制速度具有一定程度之寬裕 。然而,因係以ΡΙ控制等之誤差追隨控制爲 車及路線之特性的地方相當多,以現狀而言 及各路線調整其特性或控制參數之作業上, 間及勞力。 又,擬定行車計畫,並依據其執行列車 車運轉裝置亦爲可考慮者。擬定行車計畫時 簡易之列車行車模型。最簡單者,就是可以 式來表示其對象之列車運轉的方法。 F - Fr = Μ · a ... ( 7 ) 此時,F係運行牽引力或煞車力,Fr係 ,Μ係列車重量,α係加速度(含負的加速 度在內)。列車行車阻力F r係列車行車時所 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 空氣阻力:列車行車時之空氣阻力 可簡化系統之 故可除去或簡 方式,可降低 ,大家擔心因 用運轉支援裝 推力,故不會 隨列車之限制 度的限制速度 主體,依賴列 ,針對各列車 需要龐大的時 行車之自動列 ,有時會利用 下述簡單物理 列車行車阻力 度一亦即減速 產生之阻力,1284605 has no direct relationship with the driving brake device of the vehicle, so it has advantages and advantages. In addition, since it is the operation of the driver, the ground-based equipment for the purpose of position detection is turned on. Take advantage of this cost and get better cost-effective. Moreover, in recent years, the driver's driving technique has been degraded, so that it is necessary to adjust the problem of the reduction in driving skills at any time according to the judgment of the driver. Further, the automatic train running device has been put into practical use as a speed that can be chased, and a certain degree of margin with a limited speed. However, there are quite a few places where the characteristics of the vehicle and the route are controlled by the error of the ΡΙ control, etc., and the operation and control of the parameters and the control parameters are adjusted in the current situation and each route. In addition, it is also possible to formulate a driving plan and implement a train running device based on it. A simple train driving model when planning a driving plan. The simplest is the way in which the trains of its objects can be represented. F - Fr = Μ · a ... ( 7 ) At this time, the F system runs the traction or braking force, the Fr system, the Μ series car weight, and the α system acceleration (including the negative acceleration). Train driving resistance F r series When driving, for the convenience of calculation, usually only the following resistance is considered. Starting resistance: Resistance air resistance at the time of departure: The air resistance during train driving can simplify the system and can be removed or simplified. It can be reduced. Everyone is worried that because of the running support thrust, it will not limit the speed with the limit of the train. The main body, the dependent column, for each train needs a huge automatic train of time, sometimes using the following simple physical train driving resistance, that is, the resistance generated by the deceleration,

•10- 1284605 (7) • 斜率阻力:路線之斜率阻力 曲線阻力:路線之曲線阻力 鵪 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 φ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(10 )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•10- 1284605 (7) • Slope resistance: slope of the route resistance curve resistance: curve resistance of the route 鹌 tunnel resistance: resistance air resistance generated when driving inside the tunnel, considering the resistance between the wheel tread and the track surface, usually Will adopt the speed of 2 times. In general, the train running resistance Fr is usually considered for the resistance φ force composed of slope resistance, air resistance, curve resistance, tunnel resistance, and starting resistance. Here, it is considered when driving a train other than a tunnel, so only slope resistance, air resistance, and 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 (10) (for example, refer to the document "Operation Theory (DC AC Power Vehicle)" ). (a) slope resistance

Frg = s ... ( 8 )Frg = s ... ( 8 )

Frg:斜率阻力 [kg重/ton]Frg: slope resistance [kg weight / ton]

S:斜率 [%〇] (上坡時爲正,下坡時爲負) (b )空氣阻力式S: slope [%〇] (positive on the upslope and negative on the 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 ... ( 1 0 ) F r c:曲線阻力 [k g重/1 ο η ] -11 - (8) 1284605 . 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〕Frc- 800/r ... ( 1 0 ) F rc: curve resistance [kg weight / 1 ο η ] -11 - (8) 1284605 . r · · radius of curvature [m] _ automatic train operation if using (7 In the model shown, even if it is an automatic train operation mode based on the driving plan, characteristics such as train characteristics and route characteristics will greatly affect ride comfort and stopping accuracy. [Summary of the Invention] [Means for Solving the Problem]

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 提高停止精度。 又,本發明之目的係在提供一種裝置,只有當列車在 特定路線往返行駿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。 又,本發明之目的係在提供一種列車定位置停止自動The invention is based on the premise that the train stops at a specific time at a specific time when the train is traveling between the stations, and the purpose thereof is to provide an automatic train running device and a train running support device, which can reduce the energy loss caused by driving and realize energy saving. Running. 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 carry out the learning of characteristics after the driving, thereby further improving the ride comfort and increasing the stop. Precision. 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 to and from 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 during automatic operation of the train, to improve the effect of saving energy; and second, 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. Moreover, the object of the present invention is to provide a train stop position automatic

-12 - 1284605 (9) 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,本發明之自動列車運轉裝置的其 特徵爲具有:線上處理取得之列車行車資料的資料處理手 段;依據利用此資料處理手段取得之列車行車資料、及事 先取得之資料,在列車行車時自動學習列車行車時之控制 參數、以及列車特性及路線特性的自動特性學習手段;以 0及使用以此自動特性學習手段學習到之列車特性及路線特 性,執行列車之自動運轉的列車自動運轉手段。 又,本發明之自動列車運轉裝置的特徵爲具有:收集 列車行車中之列車特性及路線特性資訊之列車特性學習手 段;以及依據以前述列車特性學習手段收集之列車相關資 訊’計算列車之最佳運轉模式,並依據此模式執行列車之 自動運轉的自動列車運轉手段。 φ【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 吕十畫部特別相關’故省略其他部份之圖示。 第1圖所示之最佳行車計畫部i 3,係由行車模式補償 指標運算部1 5、行車模式補償部〗9、行車距離補償部2 0、 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、超載指標運算部丨7、以及加法 -13· (10) 1284605 器18所構成。損失指標運算部16係依據暫定行車模式(F0 胃(X ),V0 ( X )),運算列車位置X之損失指標CPL ( X ) 。此時,CPL爲Cost ofPower Loss。此時,行車模式係以 某位置X之推力Fn(x)及速度Vn(x)來表示。-12 - 1284605 (9) The control unit can ensure stop accuracy _ without frequent switching of the level, and does not require a long adjustment period. In order to achieve the above object, an automatic train running device of the present invention is characterized in that it has a data processing means for processing the train driving data obtained online; and the train driving data obtained by using the data processing means and the previously acquired data are provided on the train. Automatically learn the control parameters of the train when driving, and the automatic characteristic learning means of the train characteristics and route characteristics; automatically execute the train automatic operation by using the train characteristics and route characteristics learned by using the automatic characteristic learning means Means of operation. Further, the automatic train running device of the present invention is characterized by having: a train characteristic learning means for collecting train characteristics and route characteristic information in train driving; and calculating a train optimum based on train related information collected by the aforementioned train characteristic learning means The operation mode, and the automatic train operation means for performing the automatic operation of the train according to this mode. φ [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 of the system and the optimal train of the automatic train running device are particularly relevant to the "Lv Shi painting department", and the other parts are omitted. The optimal driving plan unit i 3 shown in Fig. 1 is composed of a driving mode compensation index calculating unit 15, a driving mode compensation unit 9, a driving distance compensation 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 丨 7 , and an addition - 13 · (10) 1284605 unit 18. The loss index calculation unit 16 calculates the loss index CPL ( X ) of the train position X based on the tentative driving mode (F0 stomach (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 certain position X.

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 φ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) 二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(F0 ( X),V0 (11) 1284605 • ( x ))計算列車位置x之超載指標COL ( X ) 。COL係Cost of Over Load 〇 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(F 0 ( X ),V 0 ( 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]。 φ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)) φ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 COL(x) = COLC(x) + COLM(x) ... ( 4 ) (8 -15- (12) 1284605 來求取。 COLM 係 Cost of Over Loss in Motor。 加法器1 8會加算損失指標CPL ( x )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1 9會在暫定行車模式之推力模式F0 ( X )上加算總計指標C ( X ),並輸出第1補償行車模式F0 1 (X )(此階段時,速度模式VO ( X )不會改變)。 第1補償行車模式F01( 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20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(F01 ( X ),V0 ( X ))之補償,並輸出第2補償行車模 式(F02 ( X),V02 ( X))及行車時間T 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T 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 1284605 (13) •模式(FI ( x),V1 ( x))輸出。 • 利用以上之構成,暫定行車模式(F0 ( χ ),V0 ( χ )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]. By multiplying the reciprocal of the speed, a formal evaluation can be performed on the loss caused by the small velocity φ Δ v [m/s] at the velocity vl [m/s] of an operating point. 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) II Wlx (machine loss index + brake loss indicator) ... (2) The overload indicator calculation unit 17 is based on the tentative driving mode (F0 (X), V0 (11) 1284605 • ( x )) Calculate the overload indicator COL ( X ) of the train position x. COL is the Cost of Over Load 〇 Machine loss is the sum of converter losses and motor losses. 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 (F 0 (X), V 0 ( 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 φ is an overload exceeding 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 by φ. 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 these indicators, and is obtained by COL(x) = COLC(x) + COLM(x) ... ( 4 ) (8 -15- (12) 1284605. COLM system Cost Of Over Loss in Motor. Adder 1 8 adds the loss indicator CPL ( x ) and the overload indicator COL(x), and C(x) = CPL ( x ) + COL ( x ) to find the total train position x The index C ( x ). The driving mode compensation unit 19 adds the total index C ( X ) to the thrust mode F0 ( X ) of the tentative driving mode, and outputs the first compensation driving mode F0 1 (X ) (at this stage, The speed mode VO ( X ) does not change.) The first compensation driving mode F01 ( X) is only the compensator of the thrust mode, so the driving distance does not match the specific 値. In order to make the driving distance X and the specific 値 match, the driving The distance compensation unit 20 performs the compensation of the first compensation driving mode (F01 (X), V0 (X)) according to the route condition stored in the database 3, the vehicle condition, and the driving resistance, and outputs the second compensation driving mode (F02). (X), V02 (X)) and travel time T run. Distance compensation can be achieved by, for example, adjusting the taxi time. However, distance compensation The timing determination unit 21 determines whether the travel time T run is within the allowable error for a specific time. When the travel time T run is outside the allowable error, the second compensated travel mode (F02 (X)) , V02 (X)) is regarded as the new tentative driving mode (F0'(X), V0'(X)), and the calculation is re-executed. When the driving time T run is within the tolerance, it is regarded as the best driving 1246605 (13) • Mode (FI (x), V1 (x)) output. • Using the above configuration, tentative driving mode (F0 ( χ ), V0 ( χ )

)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 ( χ ),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 3 00m之方 φ式進行補償之第2補償行車模式(F02 ( χ),V02 ( χ))。 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 65 0[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],後者爲增加若干之 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 ( χ )。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。 -17· (14) 1284605 - 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 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 φ ’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 φ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 (15) 1284605 .區間實施定位置停車控制之列車自動停止控制裝置( •TASC )上。 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。The loss index CPL ( x) and the overload indicator COL ( x) can be used to compensate the thrust of the position x significantly. 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 segments, and if the continuous thrust cannot be output, the thrust F0 1 ( χ ) 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 ( χ), V02 ( χ) that compensates the driving distance to a specific 値1 300 00 for the "level quantization (C)" mode. ). Compared with the loss of 2070 [kJ] in the driving mode before compensation, the loss of the second compensation driving mode is 1 65 0 [kJ], which reduces a considerable amount of energy loss. In terms of driving time, 84.5 [Sec] is compared with 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 an optimum driving mode F 1 ( χ ) that minimizes energy loss in driving 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. -17· (14) 1284605 - When only the driving mode in which the total energy loss is minimized is pursued, the variable voltage inverter 4 (converter) and the main motor 5 (motor) included in the driving brake device 2 may be used. The energy loss caused by electric machines 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 judgment result is overloaded, φ ’ will suppress the energy loss of the electric machine, and the thrust will be compensated for 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. In the case of ensuring the timing and stop position of the stop to the next station, the optimal energy saving driving mode φ 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 accident that deviates from the original driving mode, optimal energy saving can be achieved from that 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 area of the brake (15) 1284605. In addition, this embodiment is based on the premise that the driving distance and the specific 値 are matched, and the configuration is such that the calculation of the compensation of the driving mode is performed until the traveling time reaches a certain 値, and the configuration is also reversed. The calculation of the compensation for the driving mode is implemented on the premise that the driving distance is up to the specified level.

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16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。 -19- (16) 1284605 •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 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。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 brake 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). -19- (16) 1284605 • At this time, because the running load is insufficient, it is impossible to output the thrust command F cmd, which is equal to the area of the electric power. That is, the loss indicator will start to increase from the lower speed. 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 denoted by the same reference numerals, and the description thereof will be omitted. Description.

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4 8圖之暫定行車計畫部1 2及最佳行車計畫部1 3。 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I十畫’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晝時,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。 -20- 1284605 (17) • 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47圖相同部份會附與同一 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The apparatus of Fig. 9 is provided with a database 34 and a driving mode separating unit 35 for replacing the tentative driving plan unit 1 2 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, it takes some time to perform the convergence calculation to perform the best I-picture. Therefore, when the driving of the next station is carried out during 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. -20- 1284605 (17) The block diagram of the electric train system of the train operation support device according to the fourth embodiment, and the same reference numerals as in Fig. 47 are attached to the same reference numerals and are omitted. Note, 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 is implemented and

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11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29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 -21 - (18) 1284605 - 阻抗控制器26會針對駕駛員施加於主控制器23之轉矩 尸〇pe,以形成期望之阻抗(慣性矩J、阻尼D、勁度K )的 方式來控制伺服馬達28,控制系之方塊圖如第1 2圖所示。 J〇係伺服馬達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 φ控制器角度Θ爲止之傳達函數0(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In the same process as the automatic train running device 1 of the first embodiment, the thrust recommendation 値 Free is generated and output. 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. 11, 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 an angle command Θ cmd and the actual main controller angle θ detected by the encoder 29, and outputs the servo amplifier 27 such that the latter (angle Θ) and the former (angle command Θ cmd ) are The torque command T cmd of 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 in the same manner. 〇-21 - (18) 1284605 - The impedance controller 26 is applied to the main controller 23 for the driver. The torque body pe controls the servo motor 28 in such a manner as to form a desired impedance (inertia moment J, damping D, stiffness K), and the block diagram of the control system is as shown in FIG. The total coherence moment of the rotor of the J 伺服 servomotor 28 and the main controller 23, gl and g2 are equivalent 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 applied by the driver to the main controller 23 reaches the main φ controller angle 传达 the transfer function 0(s) If the interference cutoff filter is ignored, it can be expressed as follows, so it is known that the desired impedance (J, D, K) can be obtained.

1 J^s2+D^s-l·K1 J^s2+D^s-l·K

TopeTope

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 φ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,駕駿員操作主 控制器23時,會以阻抗控制器26之阻抗控制,使駕駿員感 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22,而在必要 -22- (19) 1284605 诗,才由駕駛員操作主控制器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23的角度Θ,可 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。The above composition has the following effects and effects. The thrust indicating device 24 controls the angle φ degree 主 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 way, when the driver operates the main controller 23, it is controlled by the impedance of the impedance controller 26, so that the driver feels 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 entrust the driving to the train operation support device 22, and in the case of the necessary -22-(19) 1284605, the driver operates the main controller 23 and controls the thrust command according to the consciousness to save energy. The angle Θ of the main controller 23 for the purpose of operation can be detected by the reaction force from the main controller 23, and the driving can be performed with the realization of the energy saving position stop mode. 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.

對驅動制動裝置2之推力指令F c m d,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 -23- (20) 1284605 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。The thrust command F c m d 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 30 segments -23- (20) 1284605 and above, depending on the system. Further, the main control unit 23 of Fig. 3 is a schematic configuration when viewed from above.

推力指示裝置24係由建議等級表示控制部30及燈群31 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P1〜P6之6個燈、由對應煞車減速等級B1〜B6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14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22之建議等級指令N rec,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。駕駛員觀察亮燈之狀況,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 -24- (21) 1284605 -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 〇 本實施形態之推力指示裝置24,係由建議等級表示控 制部3 2、及聲音輸出部3 3所構成。建議等級表示控制部3 2 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3 3使其輸出對應之語音。例如,建議等級 φ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0之自動列車運轉裝置(ΑΤΟ ) 1〇8,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0內之資料庫(D Β ) 1 0 3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 -25- 1284605 (22) .適度配置於路線上之地上子的地上子檢測器107取得列車 /立置之信號。適度配置於路線上之地上子係用於確認列車 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 於列車〇內及地上。The thrust indicating device 24 is composed of a recommended level indicating the control unit 30 and the lamp group 31. In the illustrated embodiment, the lamp group 31 is composed of six lamps corresponding to the operation acceleration levels P1 to P6, six lamps corresponding to the brake deceleration levels B1 to B6, lamps corresponding to the neutral level N, and corresponding emergency brakes. The EB lamp is composed of 14 lamps. The recommended level indicates that the control unit 30 receives the recommended level command N rec of the train operation support device 22, and executes the control in which the corresponding lamp is lit. 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 observes the condition of the lighting, performs the level operation of the corresponding main controller 23, and realizes the energy saving operation for suppressing the 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 schematic diagram of a train operation support device according to a sixth embodiment - 24 - (21) 1284605 - a block diagram of an example. 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. The thrust indicating device 24 of the present embodiment indicates the control portion 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 indicating control unit 3 2 controls the sound output unit 33 to output the corresponding voice. For example, if the recommended level φ 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 result of the indication, or an accident may occur due to failure to pay attention to the front. In contrast to the use of voice instructions, you can avoid this problem and improve the system's letterworthiness. Fig. 15 and Fig. 16 show an embodiment of the automatic train running device of the present invention. The automatic train running device (ΑΤΟ) 1〇8, which is placed on the train 0 shown in the figure, obtains the speed limit data from the automatic train control device (ATC) 102 of the above ground system, and also from the database in the train 0 (D Β ) 1 0 3 Obtaining route conditions (inclination angle and radius of curvature of the curve, etc.), vehicle conditions (number of trains, weight, etc.), and operating conditions, etc., and also obtaining a departure signal from the driver's station 104, from the load-carrying device 105 The load signal is obtained, the train speed signal is obtained from the speed detector 106, and the train/stand signal is obtained from the above-ground sub-detector 107 that responds to the ground level of -25- 1 284 605 (22). . The above-ground sub-systems that are appropriately placed on the route are used to confirm the train position. 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 and on the ground.

ΑΤ0 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180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 φ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1 1 〇輸出減速指令。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110通常會同時具有機械煞車及電 煞車。 ΑΤ0 108載置於列車0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 -26- 1284605 (23) •1 6圖中有詳細圖示,係由營業前行車判斷手段丨2〇、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 運轉手段122、行車結果儲存手段123、營業前特性推算手 段1 2 4、推算結果補償手段1 2 5、特性推算値儲存手段1 2 6 、學習特性資料庫(學習特性D B ) 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1 3 3、營業後特性學習手段1 3 4、及學習結果補償手段 φ 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DB130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 181 等。 其次,針對第15圖及第16圖之裝置的作用進行説明。In addition to the data processing means 180 for performing on-line data processing and the automatic train operation means 181, the ΑΤ0 108 includes estimation means and 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 180 will process the train speed signal, in addition to the processing of the train speed, the train position (time integral of the speed 値), the train acceleration (the differential 速度 of the speed), and the train travel distance (the time of the absolute speed) The integral 値) implements 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 train self-operation 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 a running command to the drive unit 9 or outputs a deceleration command to the speed reducer 1 1 based on 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. Further, the reduction gear unit 110 usually has both a mechanical brake and an electric brake. ΑΤ0 108 is placed on the train 0, 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 detailed in the figure -26- 1284605 (23) • 16 The pre-business driving judgment means 〇2, the business pre-characteristic initial setting means 1 21, the pre-business test driving automatic train operation means 122, the driving result storage means 123, and the pre-service characteristic estimation means 1 2 4 Estimation means compensation means 1 2 5, characteristic estimation 値 storage means 1 2 6 , learning characteristic database (learning characteristic DB) 1 3 0, characteristic initial setting means 1 3 1, automatic train operation means 1 32, driving after business The result storage means 1 3 3, the post-business characteristic learning means 1 3 4, and the learning result compensation means φ 135 are comprised. 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 130 are It is irrelevant before and after the business trip, but it is set up in a way that is shared by both. In Fig. 16, the data processing means 180 and the automatic train operation means 181 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.

第15圖中,ΑΤ0108會預先分別從ATCl〇2取得限制速 度資料、從DB1 03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。 AT0108接收到來自駕駛台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1〇6取 得之速度資料、以及從地上子檢測器1 〇7取得之地上子檢 •27- (24) 1284605 ii[J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’ ΑΤΟ 108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In Fig. 15, ΑΤ0108 will obtain the speed-restricted data from ATCl〇2 in advance, obtain the pre-acquired information such as route conditions, vehicle conditions, and operating conditions from DB1 03, and simultaneously obtain the speed, and then perform a specific operation to generate The control command consisting of the running command or the deceleration command realizes the automatic operation of the train 如 as described above. The AT0108 receives the departure signal from the bridge 104 and starts the automatic operation using the automatic train operation means. After the departure, the load information obtained from the load-carrying device 105, the speed data obtained from the speed detector 1〇6, and the ground sub-test obtained from the above-ground sub-detector 1 〇 7 are used. 27-(24) 1284605 Ii [J information. The load information is used as the weight related information of the train, and the above ground detection information is used for the compensation of the position information. Using these information' ΑΤΟ 108, the train's control command (running command/deceleration command) can be drawn. ° When the running command is prepared as a control command, the running command will be output and utilized.

驅動裝置1 0 9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ΑΤ0 10 8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i 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 rs -28- (25) 1284605 .法方面,如在靠站停車時擬定最佳行車計畫,依據其實@ ,自動運轉,和最佳行車計畫有較大偏離時,重新計劃行車 計畫、或對控制指令實施利用誤差回饋之補償的方法° % ,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’胃 執行以特性推算爲目的之行車。The drive unit 1 0 9 causes the train to operate. In addition to the running torque (running traction) command, the running command has a running level command and the like when driving. Further, when the deceleration command is prepared as a control command, the "deceleration command is output" is used to decelerate the train by the deceleration device 1 10 . The deceleration command is the braking force command' level. When driving, it is the braking level command. Next, a detailed description of the action of ΑΤ0 10 8 will be described 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, it is only necessary to input the characteristic parameters from the information that can be obtained in advance, such as the specifications and route characteristics of the train. Then, the test vehicle using the automatic operation train is implemented by the pre-service test train automatic operation means i 22 using the characteristic parameter set by the pre-service characteristic initial setting means 1 2 1 '. The automatic train operation side rs -28- (25) 1284605. In terms of law, if the best driving plan is drawn when parking at the station, according to the actual @, automatic operation, and the best driving plan has a large deviation, re A plan for planning a driving plan or a compensation for the use of error feedback for a control command. Here, a test for the use level for the purpose of characteristic estimation is performed for a pre-operating pre-operating vehicle, for example, a train traveling at a level. Driving, etc., the stomach performs the purpose of the calculation of the characteristics.

其次,以營業前試驗行車用列車自動運轉手段1 22 #1 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123儲存之試驗行車 結果,以營業前特性推算手段1 24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Fr 可以下式表示。 (s) -29- 1284605 (26)Next, the result of the automatic operation of the train automatic operation means 1 22 #1 before the pre-business test 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 1 24 using the test driving result stored by the driving result storage means 123. Predicted characteristic parameters such as weight, acceleration characteristics, and deceleration characteristics should be implemented before the business. In terms of the weight of the number of trains, the number of trains is based on the test drive before the operation. Therefore, no passengers can ride, 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 Fr can be expressed by the following formula. (s) -29- 1284605 (26)

Fr = Fr g + Fra + Frc =s + (A+Bv+Cv2 ) + 800/r ".(11)Fr = Fr g + Fra + Frc = s + (A+Bv+Cv2 ) + 800/r ".(11)

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[%。],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成爲〇 (零)即可。又,加速度(或減速度)α方面,可以最 φ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Mest、運行時之加速度a acc 、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。However, Fr is the train resistance [kg weight / ton], Frg is the slope resistance [kg weight / ton] (upward slope is positive, downhill is negative), Fra is driving resistance [kg weight / ton], Frc is curve resistance [kg weight / ton], s is the slope [%. ], A, B, and C are coefficients, v is the train speed, and 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 〇 (zero). Further, in terms of acceleration (or deceleration) α, calculation can be performed using the measurement result (train travel speed) by the most φ flat 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 値Mest, the acceleration a acc at the running time, 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 the weight and weight calculation, the running traction force F can be estimated by the following formula.

Cs) -30- 1284605 (27)Cs) -30- 1284605 (27)

13 F = Mest a acc + Fr 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。13 F = Mest a acc + Fr When the train is operated with the grade, the running traction of each grade can be calculated by equation (13). It can also be used to estimate the relationship between the operating level and the running traction.

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。 ...(14 ) F = Mesta dec + Fr 但,adec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 φ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124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 (28) 1284605 λ,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 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DB 130 。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DB 130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 DB13 0取得之利用特性推算値儲存手段126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) 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1 32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 -32- 1284605 (29) .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, _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。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 However, adec is deceleration (negative acceleration). When a train that performs a brake operation is used, it is possible to calculate the vehicle power of each class of φ 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 124 is estimated, and the compensation result compensation means 125 is used for compensation. When performing compensation (28) 1284605 λ, it should be set within the allowable range of theoretically achievable characteristic parameters and must be corrected to this allowable range. For example, if the characteristic estimation is beyond the allowable range, it is conceivable to use the setting of the calculation beforehand, or the restriction within the allowable range. 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 by the estimation result compensation means 156 is performed, 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. At the time of the initial business trip, the characteristic parameters (characteristic estimation results) stored in the storage means 126 are estimated using the utilization characteristics obtained from the learning characteristic DB13 0. When learning is carried out at the same time as the business travels, the characteristic parameters obtained from the learning results (characteristic learning results) can be used. Next, using the characteristic parameters set by the characteristic initial setting means 1 31, the train automatic operation means 1 32 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 shipment from the station -32- 1284605 (29). When you travel, you must estimate the weight of the station when driving. For the method of weight calculation, if _ can obtain the load, the load should also be used. When the load is not available, _ 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.

第1 7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1 3 0之實際行車結 果一亦即實際行車模式i 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1 3 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 φ果’利用營業後行車結果儲存手段33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In Fig. 17, the horizontal axis is the distance from the departure station to the next station, that is, the position. The vertical axis indicates 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 1 3 0 is the actual driving mode i 3 2 (thick The solid line) implements the weight calculation, and based on the weight calculation, calculates the driving mode 1 3 2 (thick dotted line) by recalculating and implementing the compensation, and implements the actual running operation 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 driving result 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 the 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

iR -33- (30) 1284605 • ( 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。 • ( 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 φ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iR -33- (30) 1284605 • (5) Learning based on several months of driving results. The following is a description of each of (1) to (5) above. • (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 it is necessary to perform an example of learning for the driving result φ 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 whole route

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。 -34- 1284605 (31) • ( 3 )依據1日份行車結果之學習 . 依據1曰份之行車結果執行學習,並將學習結果反映 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 φ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 φ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 #數個1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Perform the learning based on the driving results from the first to the last of the route, and reflect the learning results 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. -34- 1284605 (31) • (3) Learning based on 1-day driving results. Perform learning based on 1 driving result and reflect the learning results on the next day's driving. For example, when observing the results of the driving on the 1st (for example, 1 - the driving result of several trips of the whole route), it can almost be said that the parking between the stations will definitely exceed the same as the target stop position. The degree is likely to be an error in the setting of the route characteristic parameters such as the slope and 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 φ corresponding to the 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 φ should not deviate from the actual, so only the characteristics of the object time zone are compensated, and then the compensation 修正 can be corrected by using the learning. (5) Learning based on the results of several months of driving # When several driving results in January are used, the learning is performed based on the stored results. For example, 'Learning based on the results of the storage, such as during the maintenance check. For example, by observing the results of driving in three months, 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 learn from the results of several days of driving.

-35· 1284605 (32) .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18圖中,利用營業前行車判斷手段120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-35· 1284605 (32) . To judge. When using an air brake, it is likely that friction causes the brake block to wear. Therefore, it is necessary to change (learn) the characteristic parameters based on the result, or to take measures such as replacing the brake block according to the degree. In addition, it is also possible to use measures to change the aging time such as the wheel diameter. In the above study, the examples shown in the flowchart of Figure 18 can be selectively used to implement the learning. In Fig. 18, the pre-business driving judgment means 120 is used to carry out the judgment of the pre-business test driving or the business driving after the business (steps)

1 5 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 5 2 ),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 0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 「( 依據1日份行車結果之學習」(步驟1 5 8 ),若爲已儲存數 日份資料則實施「( 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, -36- © (33) 1284605 • 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 -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 φ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 φ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 -37- (34) 1284605 •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 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 φ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,故即使特性參1 5 1 ) When the result of the judgment is the former (pre-business test driving), the pre-employment test driving is carried out (step 152), the initial parameter estimation is performed (step 135), and the processing is terminated. If the result of the determination in step 151 is "business driving", one of the five kinds of learning corresponding to the driving content is implemented. That is to say, 'determine the form of driving at the end of the business trip (step 1 54), and if it is to end the inter-station driving, implement "(1) learning based on the results of the inter-station driving" (step 1 5 5), if it is to end the full-route driving Then, "(2) Learning based on the results of the entire route is implemented" (step 156). In step 154, if the vehicle is 0 for the end of the day, it will further determine how many times the data is stored (step 1 5 7). According to the result of the judgment, if the data for one day has been stored, "(1 day) "Learning of driving results" (Step 1 5 8), if it is a stored number of days of data, implement "(4) Learning based on several-day driving results" (Step 1 59), if it is stored for several months Then, "(5) learning based on the driving results of several months" (step 160) is implemented. However, each learning step indicated by thick lines in Fig. 18 is 1 5 5, 1 5 6 , 1 5 8 , 1 5 9 , 160, will only be implemented when the driving result shows the tendency to learn as shown below. That is, -36- © (33) 1284605 • a ) Continue to present deviations of the same tendency (for example, full route Driving • In the result, 'the same degree of target stop position is exceeded when all stations are crossed, etc.'; and ** b) when there is a significant deviation. 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 φ should be slightly larger than the actual braking force, so the implementation of reducing the braking force by a certain ratio The setting of the characteristics of the 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. In other words, • Automatic train operation mode: When there is a considerable deviation between the driving plan and the actual measurement, the automatic train operation mode for compensation of the control command (running level command, brake level command, etc.) is implemented corresponding to the difference in φ. • 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 sufficient to implement the setting of reducing the setting of the braking force characteristic by a certain ratio -37- (34) 1284605. If there is a control command that compensates for the brake level less than the plan, the opposite is to perform the learning of setting the brake force characteristic at a certain rate. 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 performed in the same manner as the above-described 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 φ in the 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, automatic operation can be carried out by using the continuous implementation of learning and calculation of the automatic operation of the train, which can be performed 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. After the operation, the characteristic parameters can be learned, so even the characteristics are

-38- 1284605 (35) 擻出現變化時,仍可實現具有良好乘坐舒適性及停止精度 趵自動運轉。又,營業後之學習方面,可依據利用資料之 -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。-38- 1284605 (35) When there is a change, it can still achieve good ride comfort and stop accuracy. 趵 Automatic operation. In addition, after the business, we can learn more about the actual situation based on the use of the data during the period--------------------------------------------------------------------------------------------------------------------- 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.

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 φ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1 345,此外,尙具有輸入這些自動特性學習手段 (S) -39- 1284605 (36) •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 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136會接受自 動特性學習手段1341〜1345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 φ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 in the train, automatic online 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 1345. In addition, 尙 has the input of these automatic characteristics learning means (S) -39 - 1284605 (36) • The learning result comparison means 1 3 6 of the obtained learning result, and the comparison result according to the learning and learning result comparison means 1 3 6 Compensation measures for learning outcomes that compensate for learning outcomes 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 136 accepts the learning results of the automatic characteristic learning means 1341 to 1345, compares the learning results, and checks whether there is a large contradiction between them. In the automatic characterization method 1 3 4 1~1 3 4 5, there is a considerable difference in the interval between the learning periods, and basically, the length of the learning period is longer than the one in the learning period. The result of one party can be. 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. Moreover, 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.

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1341〜1345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 (37) 1284605 •誤差時,亦可考慮使用其平均値。 • 自動特性學習手段1 3 4可利用適應觀察器來執行特性 •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 φ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」P.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)。Secondly, the learning result compensation means 137 will perform compensation for the comparison result of the major contradiction in the learning result comparison means. In the method of compensation, the easiest method is to directly use the learning result of the automatic feature learning method with a short learning period (learning interval). However, when using the complex learning results of the automatic characteristic learning means 1341 to 1345, the average 値 of these learning results can also be considered. Moreover, if the learning results of most of the automatic characteristic learning means 1341 to 1345 appear to be contradictory, or the learning results of the automatic characteristic learning means 1341 to 1345 are large (37) 1284605. Consider using its average 値. • Automated feature learning means 1 3 4 The adaptive observer can be used to perform the feature • Learning. If the target device has been modeled as shown in equation (7), the observer should use 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 φ detector 106), and the running traction or braking force of the control command, to identify the weight and the driving 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 to 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" P.47~87, or "System Control Series 6 Best Filtering" (Xishan Jinglu, Peifeng) Section 3.3 "Adapting to the Viewer" 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11實施形態中,自動特性學習手段134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 -41 - (38) 1284605 -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。 • 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 208所構成。列車特性學習裝置207會在列車行車中取得列 φ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207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207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20 7係由資料儲存手段資料儲存部 φ 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丨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 eleventh 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 motion control -41 - (38) 1284605 - The force interference can be calculated at any time by using the interference observer. - Using this calculation result to implement learning, you can perform learning with higher precision. A detailed description of the first embodiment of the present invention will be made with reference to the drawings. Fig. 20 is a configuration diagram 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 208 of an automatic train operating means. The train characteristic learning device 207 obtains the characteristic data (train resistance, delay time, etc. (described later)) and route information of the train φ 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 20 8 formulates a driving plan based on the data acquired by the train characteristic learning device 207 and stored in the data storage unit 20 1 . The train will operate automatically according to this driving plan. The train characteristic learning device 20 7 is a train storage device φ 20 1 , a train weight calculation means, a train weight calculation unit 209 that operates the traction force deviation detection means, and a train resistance calculation unit 2 1 0 of the train resistance calculation means. The calculation means and the braking force calculation means 2 1 1 , the delay time calculating means 2 1 2, and the riding rate calculating means 2丨3 of the riding rate calculating means, and the detection of the train speed Composition. 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. Output of train weight calculation unit 209

-42- (39) 1284605 •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 薦入至資料儲存部2 0 1。煞車力計算部2 1 1之輸出則會輸入 •至資料儲存部201。 • 遲延時間計算部212之輸出會輸入至資料儲存部201。 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。-42- (39) 1284605 • It is input to the data storage unit 20 1 . The output of the train resistance calculating unit 2 1 0 is recommended to the data storage unit 2 0 1 . The output of the braking force calculation unit 2 1 1 is input to the data storage unit 201. The output of the delay time calculation unit 212 is input to the data storage unit 201. 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 .

實施列車加速之運行時,資料儲存部20 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209。列車重量計算部 209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15計算列車重量Μ。列車重量計算部209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。 (15) M = (F— Fr) / a 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209 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1 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 (40) 1284605 -令値Fk之偏差。運行牽引力指令値“及運行牽引力値F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 •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Fk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 i會對列車阻力計算部2 i 〇 φ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i 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 16計算之列車阻力値Fr,會輸出至資料儲存部並儲存。公 式1 6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。When the train acceleration operation is performed, the data storage unit 211 inputs the train resistance 値 and the automatic operation control unit 208 to the train weight calculation unit 209 to operate the traction force 値F and the train speed V at the current point. The train weight calculation unit 209 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 求 obtained by the train weight calculating unit 209 stores the data storage unit. 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. (15) M = (F - Fr) / a The train weight calculating unit 209 can also be used as the operating traction force deviation detecting means for the running traction force 値F, and the train weight 部 calculated by the train weight calculating unit 209 can be used as the speed V値, and when the 値V 1 used to calculate the train weight 不同 is different, it can be substituted into Equation 15 to obtain the correct running traction force 値F. The train weight calculating unit 209 can also detect the deviation between the running traction force 値F and the running traction force finger (40) 1284605 - 値Fk indicated by the automatic operation control unit 208. The deviation of the running traction command 値 “and the running traction force 値F is output to the data storage unit 20 1 for storage. Since the deviation of the traversable operation • traction command 値Fk and the running traction force 値F can be detected, the traction command can be operated during the detection.値Fk plus the deviation of the running traction command 値Fk and the running traction 値F, can be calculated as the new running traction command 値Fk 'this treatment' can achieve more accurate automatic train operation. When the train taxis, the data storage department 20 i inputs the train weight Μ and the speed V to the train resistance calculating unit 2 i 〇 φ. The train weight 値Fr can be calculated by the formula i 6 using the train weight Μ and the speed V input by the data storage unit 20 1 . The traction force is not running, so the running traction force 値F is 0. 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 by the formula 16 is output to the data storage unit and stored. In 1 6 , Μ is the train weight, F is the running traction 値, Fr is the train resistance 値, α is the train acceleration. The train acceleration α can use the train. V degrees strike.

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。 -44- (41) 1284605 - 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 -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 φ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17、公式18、公式19、 及公式20中,列車阻力値係Fr、斜率阻力値係Frg、行車 φ阻力値係Fra、曲線阻力値係Frc。A、B、C係係數、r係曲 線半徑。Fr=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. -44- (41) 1284605 - Since the train resistance 値Fr during taxiing can be calculated by the train weight Μ and the speed • V, the train resistance calculating unit 210 can also calculate the slope resistance 値Frg and the driving resistance 値Fra. The driving resistance 値Fra can be calculated using the speed V. _ Again, the curve resistance 値Frc uses the data previously stored 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 obtained φ 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 φ resistance FF, and the curve resistance FFrc. A, B, C coefficient, r system curve radius.

Fr = :Frg + Fra + Frc (17 ) Frg =s (18 ) Fra = A + Bv+Cv2 (19 ) F r c =800/r (20 ) 對於煞車力計算部2 1 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20 1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 -45- 1284605 (42) -、列車重量Μ、及列車阻力値F r以公式2 1計算煞車力値F b .。煞車力計算部211計算之煞車力値Fb會輸出至資料儲存 •部2 0 1並儲存。 - 使用前述公式再度實施説明。公式21中,煞車力値爲Fr = : Frg + Fra + Frc (17 ) Frg = s (18 ) Fra = A + Bv + Cv2 (19 ) F rc = 800 / r (20 ) For the braking force calculation unit 2 1 1, the automatic operation control unit 208 The train speed V and the braking command 値Fs are input, and the data storage unit 20 1 inputs the train weight Μ and the train resistance 値Fr. The braking force calculation unit 2 1 1 calculates the braking force 値F b . using the train speed v -45 - 1284605 (42) -, the train weight Μ, and the train resistance 値F r using Equation 2 1 . The braking force 値Fb calculated by the braking force calculation unit 211 is output to the data storage unit 2 0 1 and stored. - Re-implement the instructions using the above formula. In Formula 21, the brake force is

Fb、重量爲Μ、加速度爲α、列車阻力値爲Fr。Fb, the weight is Μ, the acceleration is α, and the train resistance 値 is Fr.

Fb=Ma + Fr (21)Fb=Ma + Fr (21)

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211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 φ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 braking force calculation unit 2 1 1 calculates 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 as the braking force deviation detecting means (refer to Formula 22). The deviation Fh between the braking force 値Fb and the braking command 値Fs calculated by the braking calculation unit 211 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 φ 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 (43) 1284605 •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 •係接收到來自自動運轉控制部20 8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 φ ,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 data (43) 1284605 of 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 is the time from when the actual brake command from the automatic operation control unit 20 8 is received to the brake command to reach 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 brake command 値F is T1 φ, 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 φ 、及人類之平均體重Me,以公式24計算乘車率推算値 Mrate。乘車率計算部213計算之乘車率推算値Mrate,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Me、乘車率推 算値爲Mr ate。 M-MkTh = T2 - The T1 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. The boarding rate calculation unit 213 calculates the boarding rate estimation 値 Mrate 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 φ at the time of full vehicle, and the average weight Me of the human being. The boarding rate calculation 値Mrate calculated by the boarding rate calculation unit 213 is input to the material storage unit 201 and stored in the material 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 Me, and the calculation of the ride rate is Mr ate. M-Mk

Mrate = —Μ〇._ (24) Ν -47- 1284605 (44)Mrate = —Μ〇._ (24) Ν -47- 1284605 (44)

♦ 具有此構成之列車特性學習裝置207中,列車重量計 -算部209可在列車運行時計算列車重量Μ,並經#由資料儲 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20 8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21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209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 -48- 1284605 (45) ,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 一示)。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 φ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 φ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 •49- 1284605 (46) -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。 * 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304B,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304B。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 φ車時實施運算電路304B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 00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 00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 而可由駕駿員隨身攜帶之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 φ的構成方塊圖。靠站停車時實施運算電路304A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3 04B則 具有行車計畫重新計算手段3 0 8、控制指令析出手段3 0 9、 以及控制指令輸出手段310。其次,儲存於資料庫300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304B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304B。 最佳行車計畫擬定手段307會依據儲存於資料庫300之 -50- 1284605 (47) •各種資料,擬定以使列車0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 •「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之最佳行車計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。♦ In the train characteristic learning device 207 having the above configuration, the train weight calculation unit 209 can calculate the train weight 在 during the train operation, and output the train weight of the current point to the ride rate calculation unit via the data storage unit 20 1 . Hey. 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 现时 at the current point, the correct data of the train resistance 値Fr and the slope resistance 値Frg are also calculated. In the aspect of the automatic operation control unit 20, as shown in Japanese Patent Laid-Open No. Hei 5 - 1 93 5 02 and Japanese Patent Laid-Open No. Hei 6-2845-19, the position of the train is detected by the ground, the train speed, and the elapsed time, and is automatically Train operation mode (Refer to Fig. 21 (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 -48-1284605 (45) and run the traction command 値 to control the running traction when considering the deviation of the running traction. The braking force calculation department will input the braking force deviation compensation 値 to the braking force deviation compensation means (not shown). 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 φ resistance, and the braking force during driving, and not only before the safety automatic operation is implemented. The collection of 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 data of rainy days, data of each section of φ, data of each route, and data of each station, etc., so it is not limited to performing data collection only 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. Illustration omitted. 49- 1284605 (46) - The marked automatic train control unit (ATC) inputs the relevant ATC signal and operating conditions such as the speed limit to the automatic train running device -4. * The automatic train running device 1 includes a database 300, a stop-and-stop operation calculation circuit 304A, and an inter-station operation calculation circuit 304B. When the train detection speed signal and the train detection position signal are input to the station, the vehicle is implemented. The arithmetic circuit 304B. When the station is parked, the arithmetic circuit 3 04 A performs a specific calculation to be described later when the train 0 stops at the station, and when the inter-station φ vehicle performs the arithmetic circuit 304B, it performs a specific calculation to be described later when traveling between the stations of the train 0, or control. Next, the database 00 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 timetable (running table). Various kinds of information. This database 3 00 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 φ according to a thirteenth embodiment of the present invention. The arithmetic circuit 304A is implemented with the optimal driving plan drafting means 3 07, and the arithmetic circuit 3 04B is implemented with the driving plan recalculation means 308, the control command separating means 309, and the control. The command output means 310. Next, the data stored in the database 300 is input to both the arithmetic circuit 307A when the station is parked and the arithmetic circuit 304B is implemented during the inter-station driving, and the speed detector 302 and the ground sub-detector 3 03 Each of the detection signals and the ATC signal is input to the arithmetic circuit 304B only when it is input to the inter-station. The best driving plan drafting means 307 will be based on the information stored in the database 300 -50-28485 (47) • Various materials, so that the train 0 will run from one station to the next, and stop at the target time. The best driving plan for the target location. The "best" condition at this time can be various settings. For example, taking the driving time as the best - first, to improve energy efficiency is the highest priority, or to avoid the rapid acceleration and deceleration of the ride comfort is the highest priority. In addition, in the example of the method for holding the best driving plan related information of the optimal driving plan, the speed target corresponding to the time or distance is regarded as a control command.

最佳行車計畫擬定手段3 07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 93 5 02號)等。如第37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 02及地上子檢測器3 03之列車檢測速度及列車檢測位 φ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 0 8輸入之行車計畫,析出針對驅動裝置3 0 5及制動裝置 3 0 6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 〇。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。 -51 - 1284605 (48) - 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 •照儲存於資料庫300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0開始運行時,行車計畫重新 計算手段3 0 8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0可於目標時刻停止於下一停 車站之目標位置。其後,在列車0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3 0 8〜3 1 0相同之動 -52- (49) 1284605 -作。又,最佳行車計畫擬定手段307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 •算手段3 0 8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 φ計畫重新計算手段3 〇 8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 0 8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 φ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3 1 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 0 9及控制指令輸出手段310間設有控制指令補償手 -53- 1284605 (50) 胃段3 1 2。此控制指令補償手段3 1 2具有判斷行車計畫重新計 •算手段308輸出之行車計畫、及實際行車結果之誤差是否 •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0依據最佳行車計晝擬定手段3 07或行車 計畫重新計算手段3 0 8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 12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309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3 12亦可設於第24圖之控制指 φ令析出手段309及控制指令輸出手段3 10之間。 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3 1 3。第25圖之控制指令補償手段3 1 2,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 -54- (51) 1284605 •補償手段3 1 3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 ‘千擾所造成之影響而實施帶有追逐感覺之重新計算。 • 第27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27圖和第26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 φ ,此實施形態中,會以2個手段3 1 1、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28圖和第27圖之不同點,係靠站停車時 實施運算電路3 04 A之最佳行車計畫擬定手段307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 φ 3 00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 -55- (52) 1284605 •高下一停車站之目標位置停止精度。 - 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3 1 4相同,參照資料庫3 00之列車特性資料中含有之遲 φ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 07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 0 8、3 1 1置換成此遲延時間考慮型行車計畫 φ重新計算手段3 1 5之構成。 第30圖係本發明第20實施形態之自動列車運轉裝置i 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 i 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,係依據列車〇 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 -56- (53) 1284605 •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 ~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 φ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 φ算手段317和前向預測型最佳行車計畫擬定手段316相同, 執行行車計畫之重新計算時,係依據列車0之行進方向的 預測,來實施以使列車〇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3 1 7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3 2圖係本發明第22實施形態之自動列車運轉裝置1The best driving plan is to develop a method for optimal driving plans. For example, a method of predicting train behavior using a mechanical train model (for example, Japanese Patent Laid-Open No. 5 - 1 93 5 02). As shown in Figure 37, 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 not only inputs the driving plan proposed by the optimal driving plan drafting means 307, but also inputs the train detecting speed and the train detecting position from the speed detector 302 and the ground sub-detector 03. The φ setting and the ATC signal from the ATC will perform the 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 precipitation means 3 09 will calculate the acceleration command and the deceleration command for the current point of the drive device 305 and the brake device 306 according to the driving plan recalculation means 308 input driving plan, and output the same. To the control command output means 3 1 〇. 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. -51 - 1284605 (48) - 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 drafting means 3 07 will refer to the information stored in the database 300 to formulate the best-to-be-car plan until the next stop. Secondly, when the train 0 starts running, the driving plan recalculation means 3 8 will implement the best driving plan proposed by the best driving plan drafting means 3 07, and based on the speed detector 302 and the ground sub-detector. 3 03 The train detection speed and the train detection position are calculated and compared with the actual driving results. 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 point 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. With such calculation and control of the automatic train running device 3 04, the train 0 can stop at the target position of the next stop at the target time. Thereafter, during the stop of train 0 stopping at the next stop, the best driving plan will be further developed to the best driving plan to the next stop, execution and means 3 0 8~3 1 0 The same move -52- (49) 1284605 - made. Moreover, when the best driving plan proposed by the best driving plan 307 is set and the error of the actual driving result does not exceed a certain threshold, the driving plan recalculation method 3 0 8 will not perform the recalculation, but will directly The best driving plan is to output the optimal driving plan of the means 7 to the control command 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 by the driving φ plan 3 〇8 immediately implements 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 embodiment of the first embodiment of the present invention. A block diagram of the train running device 1. The difference between Fig. 24 and Fig. 23 is the vehicle calculation recalculation means 308 of Fig. 23 using the cumulative error reference type driving plan recalculation means 311. The recalculation method 3 08 of the driving plan in Fig. 23, because at each time of recalculation, it is judged whether the error at that time exceeds the critical value φ値, so the recalculation with the chasing feeling is sometimes implemented 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 309 and the control command output means 310 are provided with a control command compensation hand -53 - 1284605 (50) stomach segment 3 1 2 . The control command compensation means 3 1 2 has a function of determining whether the driving plan output by the driving plan recalculation means 308 and the error of the actual driving result exceeds a critical threshold, and when it is determined to be a critical value or more, the control command is • 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 0 is based on the best driving plan, the means of calculating the means 3 07 or the driving plan recalculation means 3 0 8 is used to perform the actual driving, there is no problem, however, there is sometimes a large deviation from driving. The situation of the planned driving. For example, when one of the plural vehicles has an abnormality. However, in the present embodiment, the control command compensation means 3 12 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 309 and the control command output means 3 1 0 of Fig. 23. Of course, the control command compensating means 3 12 It is also possible to provide a control finger φ between the deposition means 309 and the control command output means 3 10 in 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 3 1 3 . The control command compensation means 3 1 2 of Fig. 25, the control command compensation means 3 1 2 immediately controls the control command precipitation means 3 09 even if the occurrence of one driving plan and the actual driving result error is greater than the critical threshold. The instruction performs compensation, and is susceptible to interference and performs control with a chasing sensation. Therefore, in this embodiment, the cumulative error reference type control command -54-(51) 1284605 • The compensation means 3 1 3 performs a judgment on an error accumulated in a certain degree (for example, an error accumulated within 5 minutes). In this way, it is possible to prevent the above-mentioned recalculation with a chasing sensation due to the influence of the stalk. Fig. 27 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. 26 is that the vehicle calculation recalculation means 3 0 8 is the cumulative error reference type driving plan recalculation means 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 judged by two means 3 1 1 and 3 1 3, however, the threshold used by these means in performing the cumulative error judgment may be Set to correspond to different conditions. 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. The difference between Fig. 28 and Fig. 27 is that the optimal driving plan drafting means 307 for implementing the arithmetic circuit 307A when the station is parked is the late-time consideration type optimal driving plan drafting means 3 1 4, and stored in The train characteristic data of the database φ 3 00 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, you can mention -55- (52) 1284605 • The stop position accuracy of the target position of the high next stop. - Fig. 29 is a block diagram showing the configuration of an automatic train running device 1 according to a nineteenth embodiment of the present invention. The difference between Fig. 29 and Fig. 28 is the cumulative error of the reference model of Fig. 28 recalculation means 3 1 1 is 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 3 1 4, and the delay time data included in the train characteristic data of the database 300 is implemented. Recalculation of the driving plan. 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 ordinary best driving plan for the non-"delay time consideration" type of means 3 07, that is, to recalculate the driving plan of the 23rd to 27th drawings. 8, 3 1 1 is replaced by the delay time considering the type of driving plan φ recalculation means 3 1 5 composition. Figure 30 is a block diagram showing the configuration of an automatic train running device i 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 3 i 6. Previously, the proposed method for predicting the best driving plan is also a kind of "delay time consideration type", which is based on the prediction of the direction of travel of the train to make the train stop at the target position of the next stop. For the purpose of the driving plan. That is, as shown in Fig. 38, the train behavior for calculating the direction of travel of the train -56-(53) 1284605 • Predict and perform the convergence operation at the target speed through the target point (or the progressive convergence from the start point of the deceleration) Operation), you can draw up the best driving plan without using the retrograde curve~. 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 point 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 φ point may have passed the target position when the operation result of the brake start point 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 φ calculation means 317 and the forward prediction type optimal driving plan preparation means 316 are the same as the forward-predicted driving plan recalculation, and the recalculation of the driving plan is implemented based on the prediction of the traveling direction of the train 0. The calculation for the purpose of stopping the train stop at the target position of the next stop station. Therefore, the recalculation of the vehicle plan considering the delay time can be implemented in a short time. In addition, the recalculation means 3 17 can be replaced with the delay time consideration type driving plan recalculation means 315 instead of the 23rd to 27th and 30th drawings. The driving plan recalculation means 3 08, 311, 315. Figure 3 is an automatic train running device 1 according to a twenty-second embodiment of the present invention

-57- (54) 1284605 •的構成方塊圖。第3 2圖和第3 1圖之不同點,係第3 1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 ^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畫 •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10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33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 φ速度檢測器3 02之檢測抽樣週期爲l[msec],站間行車時實 施運算電路304B側並非直接採用依此週期輸入之速度檢測 信號,而是對5〜1 0 [m s e c ]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34圖係,本發明第24實施形態之自動列車運轉裝置 -58- (55) 1284605 •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 偫實施運算電路3 04B上附加站間行車結果儲存手段320 , ’尙在靠站停車時實施運算電路3 04A上附加遲延時間推算 Λ手段2 1,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3 00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 φ果資料,會儲存於站間行車結果儲存手段320。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314及前向預測型行車計畫重新計算手段 3 17。遲延時間考慮型最佳行車計畫擬定手段314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 φ車計畫之擬定及重新計算。 若針對以遲延時間推算手段321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 -59- (56) 1284605 -之運算並儲存推算之結果,實施列車0之試驗行車,利用 •此貫施形悲之遲延時間推算手段321,可更容易取得資料 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。-57- (54) 1284605 • The block diagram of the composition. The difference between Figure 3 2 and Figure 3 is before Figure 31 - Recalculation of the predictive driving plan 3 1 7 is the successive forward prediction type of vehicle planning recalculation means 3 1 8 . Figure 3: Pre-predictive driving plan • Recalculation means 3 1 7 The recalculation of the driving plan is performed by performing the forward prediction operation according to each predetermined control cycle set. However, this embodiment is successively performed. The recalculation means to the predictive driving plan 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 performed every 1 second, or even every 10 seconds. 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. Figure 33 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 φ speed detector 312 is 1 [msec], the operation circuit 304B side of the inter-station driving operation is not directly using the speed detection signal input according to the period, but is 5 to 1 0 [msec] During the period, the speed detection signal input 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. Figure 34 is a block diagram showing the configuration of an automatic train running device -58-(55) 1284605 •10 in the twenty-fourth embodiment of the present invention. In this embodiment, in addition to the inter-station driving calculation circuit 309B of the inter-station driving station in FIG. 3, an inter-station driving result storage means 320 is added, and "the delay time estimation means 2 is added to the arithmetic circuit 304A when the station is parked." 1, and can calculate the delay time based on the latest driving results. Therefore, the database 3 of this embodiment may not store the delay time data. That is, after the train 0 departs from a certain station, the inter-station traffic φ fruit 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 320. . 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. The best driving plan drafting means 314 and the forward predictive driving plan recalculation means 3 17 . The delay time consideration type optimal driving plan drafting means 314 and the forward predictive type driving plan recalculation means 3 17 will further implement the line to the next stop station in consideration of the estimated delay time. The formulation and recalculation of the φ car plan. If the method of estimating the delay time by the delay time estimating means 321 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. Further, the delay time stored in the database 300 of the above-described 28th to 33rd drawings is particularly complicated because it is not required to be obtained in a time-limited state, so that the complex -59-(56) 1284605 can be used. Calculate and store the result of the calculation, and carry out the test driving of the train 0. It is easier to obtain the data by using the method of estimating the delay time 321 . This embodiment is delayed due to the delay of reflecting the latest train characteristics. Time-considered optimal driving plan development method 3 1 4 and forward-predicted driving plan recalculation means 3 1 7 The proposed and recalculated driving plan can further improve the reliability.

第35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 0 4B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3 4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 φ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34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, ⑧ -60- (57) 1284605 -係對應列車行車時點將行車計畫分成PI、P2、P3之3種類 、,列車0到達目標位置前側之特定地點的時點,行車計畫 ‘採用手段324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。Figure 35 is a block diagram showing the configuration of an automatic train running device 1 according to a twenty-fifth embodiment of the present invention. The difference between Fig. 5 and Fig. 34 is to implement the additional line delay time derivation means 322 on the arithmetic circuit 3 0 4B 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 estimated by the online delay time estimating means 22 is calculated, the recalculation is performed. That is, in the composition of Fig. 34, the delay time is calculated based on the inter-station driving result of a certain section, and the result of the calculation is applied to the recalculation of the φ car plan of the next section, this 3 5 In the embodiment of the figure, even if it is driving in the same section, the delay time can be estimated based on a small number of inter-station driving results, 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 representative of the latest train characteristics than the one shown in Fig. 34. 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, 8 - 60 - (57) 1284605 - is divided into three types of PI, P2, and P3 in accordance with the train driving time, and when the train 0 reaches a specific point on the front side of the target position, the driving meter The painting 'using means 324 will use the forward-predicted parking temporary driving plan calculations. Means 3 23 Calculate the driving plan P3. 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 :列車1靠站停車時,以行車計畫重新計算手段3 1 4 (或307、316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 3 17 (或308、311、315、318、319亦可)實施重新計算之 重新計算行車計畫。 P3 :列車〇之站間行車中且列車0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323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P 1 : When the train 1 stops at the station, the best driving plan proposed by the driving plan 3 1 4 (or 307, 316) can be calculated by the driving plan. P2: In the inter-station driving of the train 1, the recalculation method is implemented by the recalculation method of the driving plan 3 17 (or 308, 311, 315, 318, 319) 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 train station and the train 0 reaches the target position. Proposed temporary parking plan for parking. When the train 〇 reaches the target position N meters before, the temporary driving plan calculation means 323 formulates the subsequent parking temporary driving plan P3 at a specific cycle (for example, the detection sampling cycle 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.

-61 - (58) 1284605 F - Fr = M · a ( 25 ) F:運行牽引力或煞車力-61 - (58) 1284605 F - Fr = M · a ( 25 ) F: Running traction or braking force

Fr :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Fr : train resistance (driving resistance, slope resistance, curve resistance, tunnel resistance, etc.) Μ : train mass α : acceleration or deceleration

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。The resistance of the train resistance Fr series when driving, for the convenience of calculation, as described above, the composition of driving resistance, slope resistance, curve resistance, and tunnel resistance are usually considered. 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300之 φ資料,利用以下之阻力式(27 )〜(30 )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) Each of the resistances in equation (26) is obtained using the φ data stored in the database 300 using the following resistance equations (27) to (30) (see " Operation theory (DC AC power car), edited by the Dating Society. • Slope resistance

Frg = s ( 27 )Frg = s ( 27 )

Frg:斜率阻力(kg重/ton ) S:斜率(%〇)(上坡時爲正、下坡時爲負) •行車阻力式Frg: slope resistance (kg weight / ton) S: slope (% 〇) (positive on the uphill slope, negative on the downhill slope) • 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)Fra: driving resistance (kg weight / ton)

-62- 1284605 (59) - A、B、C:係數 • v:速度(km/h) "•曲線阻力式 w Frc = 8 00/r ...(29)-62- 1284605 (59) - A, B, C: Coefficient • v: speed (km/h) "•curve resistance w Frc = 8 00/r ... (29)

Frc:曲率阻力(kg重/ton) r:曲線半徑[m]Frc: curvature resistance (kg weight / ton) r: curve radius [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)• Tunnel resistance type (Because the tunnel resistance will vary greatly depending on the shape and size of the tunnel section and the speed of the train, etc., the following may be used for convenience)

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 φ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39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。Frt: tunnel resistance (kg weight / ton) Temporary driving plan calculation means 3 23 Because the physical model of the above formula (25) is used, after the N-meter position is reached before the target position, the parking temporary will be repeated. Driving 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.

-63- (60) 1284605 • 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 •車時、及是否位於目標停車位置附近(步驟1 )。其次, β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314擬定之最佳行車計 畫Ρ 1 (步驟2 )。其後,行車計畫採用手段3 24會將此最佳 行車計畫Ρ 1輸出至控制指令析出手段3 09。又,控制指令 φ析出手段309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 324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Ρ2 (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 φ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Ρ 1 (步驟5 )。若前1時點已採取最佳行 車計畫Ρ1,則行車計畫採用手段324會採用該最佳行車計 畫Ρ1 (步驟2)。然而,前1時點未採用最佳行車計畫Ρ1時 ,代表現時點爲最佳行車計畫Ρ 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, -64- 1284605 (61) •目標停車位置之N公尺以內時’行車計畫採用手段3 2 4會 •輸入已由臨時行車計畫計算手段3 23擬定之停車用臨時行 •車計晝P3,判斷其停車位置是否位於 「目標停車位置」 • ±「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 φ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 φ 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 -65- 1284605 (62) 1十算,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 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。-63- (60) 1284605 • First of all, the 'vehicle plan adopts means 324 to judge the current train 0. The state or the time when driving is stopped by the station or just after the departure from the station, the station line, the time of the vehicle, and whether it is located. Near the target parking location (step 1). Secondly, when β is judged as “After the stop at the station or just after the departure from the station”, the optimal driving plan 拟 1 (step 2) proposed by the late-time optimal driving plan drafting means 314 is adopted. Thereafter, the driving plan employs means 3 24 to output the optimal driving plan Ρ 1 to the control command discharging means 3 09. Further, the operation after the control command φ deposition means 309 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 employer means 324 judges 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 forward planning vehicle recalculation means 317 recalculates the recalculation of the driving plan Ρ 2 (step 4). On the other hand, if it is judged in step 3 that the recalculation of the driving meter φ drawing of this cycle is not performed, it is judged whether or not the first driving cycle Ρ 1 has been adopted in the previous cycle, that is, the previous cycle (step 5). If the best driving plan Ρ1 has been taken at the first hour, the driving plan 324 will use the best driving plan Ρ1 (step 2). However, when the best driving plan 未1 was not used at the first 1 o'clock, the current point is the best driving plan. 1 The time has been adopted and the recalculation has been carried out. The first 1 hour point is the recalculated driving. plan. Therefore, the driving plan uses the means 324 to adopt the driving plan adopted at 1 o'clock (step 6), and the judgment of step 1 is "near the target parking position", that is, -64-1284605 (61) • target parking position When the meter is less than N meters, the means of driving the vehicle will be used. 3 2 4 Yes • Enter the temporary parking lot that has been prepared by the temporary driving plan calculation method 3 23, and determine whether the parking position is at the target parking position. • Within ± within the tolerance range (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, then return to step 5, and use the recalculation of the driving plan at the first 1 o'clock (or before), and then repeat the step 7 after the step 1 is repeated. Until it is within range. 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 the embodiment, the parking temporary planning calculation means φ 3 23 is an example of the "forward prediction type". However, the parking temporary driving 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 for acceleration is made into a continuous traction command or a running torque command, it is better to implement the optimal driving plan or the driving plan to re--65- 1284605 (62) 1 'Automatic operation with comfort and higher energy savings. In addition, the control command during deceleration can be used as a continuous braking force command, and the optimal driving plan or the recalculation of the driving plan can be implemented, and the automatic riding comfort and the energy saving effect can be realized automatically. Running. 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.

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410。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4 1 2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 -66 - (63) 1284605 •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 ~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 φ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 φ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 等級(減速度較大之等級)的維持時間時(切換計畫時刻 -67- (64) 1284605 -),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 ‘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 410. 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 4 1 2 . 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 in a combination of two levels, the deceleration control plan calculates the time allocation of each brake class. First, the first-66-(63) 1284605 •1 brake level is maintained in the aforementioned time allocation calculation station. After the specified time has elapsed, • switch to the second brake level and maintain until the train stops. Figure 42 is the simplest example of a reduced speed control plan. This example is a deceleration control plan for the remaining distance l〇m _ point, 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, the driving distance when decelerating with the first braking level, and the second braking level of the φ second braking level. The total distance of the driving distance during deceleration 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 brake class gradually changes to the deceleration of the brake class after the switch. After the response delay time elapses, the deceleration is performed with the deceleration of the brake class after the φ switch, and the calculation of the temporary travel distance is implemented under the above assumption. Plans to consider the braking response characteristics when considering level switching. 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 -67-(64) 1284605 -), the plan will be adopted. The predicted speed at which the deceleration is decelerated is compared with the actual train speed. If the actual speed is small, that is, the deceleration is less than the assumed hour, do not immediately switch to the second brake level (the deceleration is small). Level), use the extension of the first brake class to prevent the train

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5m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416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Exceeded 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 hypothesis, and the deceleration is slower. Therefore, the initial plan is scheduled to be switched between 5m and the deceleration is changed to a level of 3.2m to switch, and the stop position is adjusted. 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 416 for estimating the deceleration based on the time series data of the train speed during deceleration is used, 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. Train speed

-68 - (65) 1284605 •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 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41 7以外,其餘構成和第27實施例相 同,基本機能亦相同,前述計畫減速度修正手段41 7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 -69- (66) 1284605 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 •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 晝。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-68 - (65) 1284605 • When there is a large error, 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. The deceleration estimating means 4 1 6 is used to estimate the deceleration of the time point, and the deceleration control plan is corrected by the deceleration obtained by the calculation, so that the deceleration of each braking level is caused by the time or speed in one driving. When changing, you can also obtain a correspondence 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 twenty-seventh embodiment, and the basic functions are the same, and the plan deceleration correcting means 417 performs the time points or the respective times when the deceleration control plan is decelerated. The comparison between the predicted speed of the position and the actual train speed, and the deceleration used for 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 -69- (66) 1284605 deceleration control plan should be recalculated. When the deceleration is changed, for example, the error of the predicted speed and the actual train speed is set, and the amount of change in the deceleration is determined corresponding to the time 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 meter 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.

〔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 φ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。 -70- (67) 1284605 • 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、 •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 φ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 φ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,本發朋在擬定減速控制計畫擬定後’若減速度和[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, and use the learning result to realize automatic train operation with an effective φ rate. 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. -70- (67) 1284605 • 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/level switching, and the response delay time, • the current speed of the train, the current position, and now The data of the brake class, etc., is intended to be a deceleration control plan for the purpose of stopping the train at a specific position by using a plurality of brake classes. Further, even if the deceleration can only be set by discrete turns, it is possible to switch the ranks frequently. In this case, it is also possible to formulate a plan for stopping the train at a specific position, and according to the plan, the ride comfort of the φ 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 a 煞φ car level with a large deceleration, and then the vehicle is switched to a lower deceleration level, and the parking is performed at a reduced deceleration level, thereby improving In the comfort of the ride, the present invention implements a comparison between the predicted speed of the switching time at the time of deceleration 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. In this way, 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. Also, after the proposed deceleration control plan was drafted,

-71 - (68) 1284605 •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 ROUBUST彳生,並確保停止精度。 又,本發明會依據減速中之列車速度的時序資料,推 算減速度,並依據推算之減速度擬定減速控制計畫,利用 此方式,可以提高針對減速度變動干擾之控制的 ROUBUST彳生,並在無需煩雜之調整下確保停止精度。 又,本發明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,對應 其差修正減速控制計畫使用之減速度,並依據修正之減速 度變更減速控制計畫,利用此方式,可以提高針對減速度 變動干擾之控制的ROUBUST性,並在無需煩雜之調整下 確保停止精度。 又,本發明會依據前次時階之速度、擬定計畫時使用 之減速度、等級切換遲延時間、及應答延遲時間,逐次計 φ算依據減速控制計畫實施減速時之各時點或各位置之預測 速度,利用此方式,控制用計算機之記憶體容量受到限制 時,亦可以提高針對減速度變動干擾之控制的ROUBUST 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實施形態之自動列車運轉裝置的方 塊圖。 第2圖係運行時之機器損失指標及總計損失指標的實-71 - (68) 1284605 • The deceleration control plan can be changed when the plan is used differently. This method can improve the ROUBUST control for the control of the deceleration disturbance and ensure the stop accuracy. Moreover, the present invention estimates the deceleration according to the time series data of the train speed during deceleration, and formulates the deceleration control plan according to the estimated deceleration speed. With this method, the ROUBUST generation for controlling the deceleration variation interference can be improved, and Ensure stop accuracy without cumbersome adjustments. Further, the present invention performs a comparison between the predicted time at each time point or each position when the deceleration control program is decelerated, and the actual train speed, and the deceleration used in the difference correction deceleration control plan, and the deceleration according to the correction. By changing the deceleration control plan, this method can improve the ROUBUST performance for the control of the deceleration fluctuation disturbance, and ensure the stop accuracy without complicated adjustment. Moreover, according to the speed of the previous time step, the deceleration used in the proposed plan, the level switching delay time, and the response delay time, the present invention calculates the time points or positions at the time of deceleration according to the deceleration control plan. In this way, when the memory capacity of the control computer is limited, the ROUBUST property of the control for the deceleration fluctuation disturbance can be improved, and the stop accuracy can be ensured without complicated adjustment. BRIEF DESCRIPTION OF THE DRAWINGS Fig. 1 is a block diagram of an automatic train operating device according to a first embodiment of the present invention. Figure 2 shows the machine loss index and the total loss indicator at runtime.

-72- (69) (69)-72- (69) (69)

1284605 _例圖。 第3圖係煞車動作時之機器損失指標、煞車損失指標 、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 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1284605 _ example map. Figure 3 is an example of machine loss indicators, brake loss indicators, and total loss indicators for braking operations. 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 block diagram showing 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.

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。 (§) -73- 1284605 (70) " 第16圖係第15圖之自動列車運轉裝置內部構成的説明 •方塊圖。 第17圖係據初期運行時之重量推算的行車模式補償槪 念圖。 第1 8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。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. (§) -73- 1284605 (70) " Figure 16 is an illustration of the internal structure of the automatic train running device in Figure 15. • Block diagram. Figure 17 is a diagram of the driving mode compensation calculated 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.

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。 弟22圖係配置本發明各實施形態之自動列車運轉裝置 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14實施形態之自動列車運轉裝置1 的構成方塊圖。 第25圖係本發明第丨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16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2 8圖係本發明第丨8實施形態之自動列車運轉裝置! 的構成方塊圖。 動列車運轉裝置1 第2 9圖係本發明第丨9實施形態之自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 arrangement of trains of the automatic train running device according to each embodiment 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 fifth 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. Figure 28 is an automatic train running device of the eighth embodiment of the present invention! The composition of the block diagram. Moving train operating device 1 is a second embodiment of the present invention.

-74- (71) 1284605 1勺構成方塊圖。 • 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22實施形態之自動列車運轉裝置1 的構成方塊圖。-74- (71) 1284605 1 scoop to form a block diagram. 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. 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 an automatic train running device 1 according to a twenty-second embodiment of the present invention.

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35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。 第3 7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4 0圖係第3 6圖之行車計畫採用手段2 4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27Fig. 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. 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 running device 1 according to a twenty-fifth embodiment of the present invention. 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. Fig. 3 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 shows the flow chart of the action plan of the means 24 in the driving plan of Fig. 36. FIG. 4 is a diagram of the train position stop automatic control device of the present invention.

-75- (72) 1284605 賓施例的槪略構成圖。 > 第42圖係本發明之列車定位置停止自動控制裝置採用 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-75- (72) 1284605 A schematic diagram of the application of the example. > Fig. 42 is a schematic diagram showing an example of a deceleration control plan employed by the train position stop automatic control device of the present invention. 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. Figure 44 is a diagram showing an example of changing the stop position adjustment step of the switching schedule adjustment stop position of the train position stop automatic control device of the present invention.

槪略圖 〇 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 貫施例的槪略構成圖。 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。BRIEF DESCRIPTION OF THE DRAWINGS 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 the 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.

〔元件符號之說明〕 0 :列車 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 (§) -76- 1284605 (73) 器 車測 煞檢 輪械度 車機速 Μ 車 器 測 檢 子 上 車 行 道定 暫 678901234 111122222 車令式標標 式離判轉器 行指模指指部模距性運制 佳力車失載算車車時車控 最推行損過加行行定列主 立口 立口 立口 畫畫生 計計產 部 算 tlmll 運 標 指部 償算 4BPΕ2ΠΤ一一 補運 部 算 tlmll 逼 70 7VJ 立口 立口 償償部 &H &ΗΠ CHM. 補補斷 置 裝 援 支 β. 咅 算 β. Ε β, 咅 遲 咅 示令制 指指控 力度抗 推角阻 部 制 控 示 器 表 大達 級 放馬器等 服服碼議 伺伺編建 -77- 1284605 (74) 31 :燈 3 2 :建議等級表示控制部 3 3 :聲音輸出部 3 4 :資料庫 3 5 :行車模式析出部 3 6 :資料庫 102:自動列車控制裝置(ATC)[Description of component symbols] 0: Train 1: Automatic train running device (ΑΤΟ) 2: Drive brake device 3: Database 4: VVVF inverter transformer 5: Main motor 6: Brake control device (§) -76 - 1284605 (73) Tractor car inspection and inspection wheel mechanical speed Μ car inspection and inspection on the roadway 678901234 111122222 car order type standard deviation test line finger finger finger interface distance transport When the Jiali car is out of the car, the car is the most popular. The car is the most popular. The main line is the main entrance. The mouth is painted. The livelihood is calculated. The tlmll is used to calculate the 4BP Ε 2 ΠΤ one by one. Forcing 70 7VJ 立口立口重重部&H &ΗΠ CHM. Supplemental dismounting aids β. 咅β. Ε β, 咅 咅 令 制 制 制 指控 指控 指控 指控 指控 指控 指控The display table is up to the level of the horse and other services and the code is discussed and edited. -77- 1284605 (74) 31: Light 3 2: Suggested level indicates the control unit 3 3 : Sound output unit 3 4 : Database 3 5 : Driving mode precipitation unit 3 6 : database 102: automatic train control device (ATC)

103 :資料庫(DB ) 104 :駕駛台 105 :應負載裝置 106 :速度檢測器 107 :地上子檢測器 1 0 9 :驅動裝置 1 1 0 :減速裝置 120 :營業前行車判斷手段 1 2 1 :營業前特性初始値設定手段 1 22 :營業前試驗行車用列車自動運轉手段 123 :行車結果儲存手段 124 :營業前特性推算手段 125 :推算結果補償手段 126 :特性推算値儲存手段 1 3 0 :學習特性資料庫(學習特性DB ) 1 3 1 :特性初始値設定手段 132 :列車自動運轉手段 -78- 1284605 (75) 1 3 3 :營業後行車結果儲存手段 134 :營業後特性學習手段 1 3 5 :學習結果補償手段 1 3 6 :學習結果比較手段 1 3 7 :學習結果補償手段 1 8 0 :資料處理手段 1 8 1 :列車自動運轉手段103: database (DB) 104: driver's station 105: load device 106: speed detector 107: above ground detector 1 0 9 : drive device 1 1 0 : speed reduction device 120: pre-business driving determination means 1 2 1 : Pre-service characteristic initial setting means 1 22: pre-operating test train automatic operation means 123: driving result storage means 124: pre-service characteristic estimation means 125: estimation result compensation means 126: characteristic estimation 値 storage means 1 3 0 : Learning characteristic database (learning characteristic DB) 1 3 1 : Characteristic initial setting means 132: Automatic train operation means -78-1284605 (75) 1 3 3 : Driving result storage means 134 after business: Post-business characteristic learning means 1 3 5: Learning result compensation means 1 3 6 : Learning result comparison means 1 3 7 : Learning result compensation means 1 8 0 : Data processing means 1 8 1 : Train automatic operation means

1341〜1 345 :自動特性學習手段 2 0 1 :資料儲存部 203 :地上子檢測器 204 :速度檢測器 205 :驅動裝置 2 0 6 :制動裝置 207 :列車特性學習裝置 208 :自動運轉控制部 209 :列車重量計算部 2 1 0 :列車阻力計算部 2 1 1 :煞車力計算部 2 1 2 :遲延時間計算部 2 1 3 :乘車率計算部 300 :資料庫 3 02 :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 -79- (76) 1284605 3 04B:站間行車時實施運算電路 3 0 5 :驅動裝置 3 06 :制動裝置 3 07 :最佳行車計畫擬定手段 3 08 :行車計畫重新計算手段 3 09 :控制指令析出手段 3 1 0 :控制指令輸出手段1341 to 1 345 : automatic characteristic learning means 2 0 1 : data storage unit 203 : above-ground sub-detector 204 : speed detector 205 : drive device 2 0 6 : brake device 207 : train characteristic learning device 208 : automatic operation control unit 209 : Train weight calculation unit 2 1 0 : Train resistance calculation unit 2 1 1 : Brake force calculation unit 2 1 2 : Delay time calculation unit 2 1 3 : Travel rate calculation unit 300 : Database 3 02 : Speed detector 303 : Above-ground detector 3 04A: Operation circuit when stopping by station -79- (76) 1284605 3 04B: Operation circuit when running between stations 3 0 5: Drive unit 3 06: Brake device 3 07: Best driving plan Formulation means 3 08: Driving plan recalculation means 3 09: Control instruction precipitation means 3 1 0 : Control instruction output means

3 1 1 :累積誤差參照型行車計畫重新計算手段 3 1 2 :控制指令補償手段 3 1 3 :累積誤差參照型控制指令補償手段 3 1 4 :遲延時間考慮型最佳行車計畫擬定手段 3 1 5 :遲延時間考慮型行車計畫重新計算手段 3 1 6 :前向預測型最佳行車計畫擬定手段 3 1 7 :前向預測型行車計畫重新計算手段 3 1 8 :逐次前向預測型行車計畫重新計算手段 3 1 9 :速度計測驅動型逐次前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 1284605 (77) 404 :地上子檢測部 405 :速度位置運算部3 1 1 : Cumulative error reference type driving plan recalculation means 3 1 2 : Control command compensation means 3 1 3 : Cumulative error reference type control command compensation means 3 1 4 : Delay time consideration type optimal driving plan drafting means 3 1 5 : Delayed consideration of driving plan recalculation means 3 1 6 : Forward predictive optimal driving plan formulation means 3 1 7 : Forward predictive driving plan recalculation means 3 1 8 : Successive forward forecasting Type of driving plan recalculation means 3 1 9 : Speed measuring drive type progressive forward predictive driving plan recalculation means 320: inter-station driving result storing means 321 : delay time estimating means 322 : online delay time estimating means 3 23 : Forward predictive parking temporary travel plan calculation means 324: Driving plan adoption means 402: braking device 403: speed detecting unit 1284605 (77) 404: above-ground sub-detecting unit 405: speed position calculating unit

4 1 0 :列車定位置停止自動控制裝置 4 1 1 :煞車特性資料儲存部 4 1 2 :列車現在資料取得手段 4 1 3 :減速控制計畫擬定手段 4 1 4 :減速控制指令析出手段 4 1 5 :減速控制指令輸出手段 4 1 6 :減速度推算手段 4 1 7 :計畫減速度修正手段4 1 0 : Train position stop automatic control device 4 1 1 : Brake characteristic data storage unit 4 1 2 : Train current data acquisition means 4 1 3 : Deceleration control plan preparation means 4 1 4 : Deceleration control command precipitation means 4 1 5 : Deceleration control command output means 4 1 6 : Deceleration estimation means 4 1 7 : Plan deceleration correction means

Claims (1)

1284605 ΤΊΓΤΤΓ ——— 年月 R修(更) 十、申請專利範圍 第95111232號專利申請案 中文申請專利範圍修正本 民國96年2月13日修正 1、 一種自動列車運轉裝置,其特徵爲具有: 線上處理取得在列車行車時之資料的資料處理手段; 依據利用此資料處理手段取得在列車行車時之資料、 • 及事先取得之資料,在列車行車時自動學習列車行車時之 控制參數、以及列車特性及路線特性的自動特性學習手段 ;以及 使用以此自動特性學習手段學習到之列車特性及路線 特性,執行列車之自動運轉的列車自動運轉手段。 2、 如申請專利範圍第1項之自動列車運轉裝置,其中 具有利用營業前之事前試驗行車預先推算列車自動運 轉上必要之列車特性及路線特性、以及控制參數之初始値 ^ 的營業前特性推算手段’前述自動特性學習手段係依據前 述營業前特性推算手段推算之初始値,執行利用營業後之 行車學習。 3、 如申請專利範圍第1或2項之自動列車運轉裝置, 其中 前述自動特性學習手段,係在列車行車時判斷假設特 性値和實際値有明確不同時會執行學習,並將學習內容反 映於其後之列車行車上。 4、 如申請專利範圍第1或2項之自動列車運轉裝置, 1284605 其中 前述自動特性學習手段,係以1個站間之行車結果爲 基礎執行學習,並將學習內容反映於至下站爲止之列車行 車上。 5、 如申請專利範圍第1或2項之自動列車運轉裝置, 其中 前述自動特性學習手段,係以1路線之行車結果爲基 ®礎執行學習,並將學習內容反映於下一路線行車時。 6、 如申請專利範圍第1或2項之自動列車運轉裝置, 其中 前述自動特性學習手段,係以1日之行車結果爲基礎 執行學習,並將學習內容反映於次日之列車行車時。 7、 如申請專利範圍第1或2項之自動列車運轉裝置, 其中 前述自動特性學習手段,係以至少數日之行車結果爲 ® 基礎執行學習,並將學習內容反映於次曰以後之列車行車 時。 8、 如申請專利範圍第1或2項之自動列車運轉裝置, 其中 同時具有前述自動特性學習手段當中之至少合計2種 手段; 且更具有實施各自動特性學習手段的學習結果之比較 的學習結果比較手段; 以及依據此學習結果比較手段之比較結果實施各個的 -2- 1284605 學習結果之補償的學習結果補償手段。 9、如申請專利範圍第1 2項之自動列車運轉裝置,其中 更具有推算結果補償手段,利用前述營業前特性推算 手段之推算結果爲實際上不可能發生之特性値時、或者冑 離實際上可能發生之限界特性値時,會實施前述推算結^ 之補償而使其位於前述限界特性値內。 1 〇、如申請專利範圍第1或2項之自動列車運轉裝置, Φ其中 更具有第2學習結果補償手段,利用前述自動特性學 習手段之學習結果爲實際上不可能發生之特性値時、或者 偏離實際上可能發生之限界特性値時,會實施學習結果之 補償而使其位於限界特性値內。 1 1、如申請專利範圍第1或2項之自動列車運轉裝置, 其中 依據從目標行車計畫値之誤差以控制指令之補償來實 ® 施自動列車運轉之自動列車運轉裝置時,前述自動學習特 性手段在執行營業行車時之特性學習時,會對應依據和目 標行車計畫値間之誤差的控制指令補償量來實施特性學習 -3- 1 2、如申請專利範圍第1或2項之自動列車運轉裝置, 其中 前述自動特性學習手段,係使用適應觀察器來執行特 性學習。 2 1 3、如申請專利範圍第〗或2項之自動列車運轉裝置, 1284605 其中 前述自動特性學習手段,係使用干擾觀察器來執行特 性學習。 14、一種自動列車運轉裝置,其特徵爲具有: 收集列車行車中之列車特性及路線特性資訊之列車特 性學習手段;以及 依據以前述列車特性學習手段收集之列車相關資訊, φ 計算列車之最佳運轉模式,並依據此模式執行列車之自動 運轉的自動運轉控制部。 1 5、如申請專利範圍第1 4項之自動列車運轉裝置,其 中 前述列車特性學習手段,係列車重量計算手段。 1 6、如申請專利範圍第1 4項之自動列車運轉裝置,其 中 前述列車特性學習手段,係列車阻力計算手段。 0 1 7、如申請專利範圍第1 4項之自動列車運轉裝置,其 中 前述列車特性學習手段,係煞車力計算手段。 1 8、如申請專利範圍第1 4項之自動列車運轉裝置,其 中 前述列車特性學習手段,係遲延時間計算手段。 1 9、如申請專利範圍第〗4項之自動列車運轉裝置,其 中 前述列車特性學習手段,係乘車率計算手段。 -4 - 1284605 2 0、如申請專利範圍第1 4項之自動列車運轉裝置,其 中 前述列車特性學習手段,係路線形狀計算手段。 2 1、如申請專利範圍第1 4項之自動列車運轉裝置,其 中 前述列車特性學習手段,係斜率阻力計算手段。 2 2、如申請專利範圍第1 4項之自動列車運轉裝置,其 •中 前述列車特性學習手段,係檢測運行牽引力指令値及 運行牽引力之偏差的運行牽引力偏差檢測手段。 23、 如申請專利範圍第1 4項之自動列車運轉裝置,其 中 前述列車特性學習手段,係檢測煞車力指令値及煞車 力之偏差的煞車力偏差檢測手段。> 24、 如申請專利範圍第1 4項之自動列車運轉裝置,其 •中 前述自動運轉控制部以前述列車特性學習手段計算出 遲延時間時,爲實施遲延時間之補償的遲延時間補償手段 25、如申請專利範圍第1 4項之自動列車運轉裝置,其 中 前述自動運轉控制部以前述列車特性學習手段檢測到 運行牽引力指令値及運行牽引力之偏差時,爲補償運行牽 引力指令値及運行牽引力之偏差的運行牽引力偏差補償手 -5- 1284605 段。 26、如申請專利範圍第1 4項之自動列車運轉裝置,其 中 前述自動運轉控制部以前述列車特性學習手段檢測到 煞車力指令値及煞車力之偏差時,爲補償煞車力指令値及 煞車力之偏差的煞車力偏差補償手段。 (S )1284605 ΤΊΓΤΤΓ ——— Year R Repair (More) X. Patent Application No. 95111232 Patent Application Revision of Chinese Patent Application Revision of the Republic of China on February 13, 1996 1. An automatic train running device featuring: The data processing means for obtaining the information at the time of train driving is processed on-line; the data obtained during the train driving, and the information obtained in advance are obtained by using the data processing means, and the control parameters and the train when the train is driving are automatically learned when the train is driving. The automatic characteristic learning means of the characteristics and the route characteristics; and the train automatic operation means for performing the automatic operation of the train using the train characteristics and the route characteristics learned by the automatic characteristic learning means. 2. For example, the automatic train running device of the first application of the patent scope has the pre-commercial characteristics of the train characteristics and route characteristics necessary for the automatic operation of the train before the pre-business test, and the pre-business characteristics of the control parameters. The means 'the automatic characteristic learning means described above is based on the initial calculation of the pre-business characteristic estimation means, and performs the driving learning after the use of the business. 3. The automatic train running device of claim 1 or 2, wherein the automatic characteristic learning means performs learning when the driving characteristics of the train are judged to be different from the actual one, and the learning content is reflected in Then the train was on the train. 4. For example, the automatic train running device of the first or second patent application scope, 1284605, wherein the above-mentioned automatic characteristic learning means performs learning based on the driving result of one station, and reflects the learning content to the next station. Train driving. 5. The automatic train running device of claim 1 or 2, wherein the automatic characteristic learning means performs learning based on the driving result of the 1 route, and the learning content is reflected in the next route driving. 6. The automatic train running device of claim 1 or 2, wherein the automatic characteristic learning means performs learning based on the driving result on the 1st day, and the learning content is reflected in the train driving the next day. 7. The automatic train running device of claim 1 or 2, wherein the automatic characteristic learning means performs learning based on the driving result of at least several days, and the learning content is reflected in the train driving after the second time. . 8. The automatic train running device of claim 1 or 2, wherein at least two of the foregoing automatic characteristic learning means are combined; and the learning result of comparing the learning results of the automatic characteristic learning means is further provided. Comparison means; and compensation means for learning results that compensate for each of the -2- 1284605 learning outcomes based on the comparison of the learning outcome comparison means. 9. For example, the automatic train running device of claim No. 12 of the patent scope has a means for calculating the result of the calculation, and the calculation result using the pre-business characteristic estimation means is a characteristic that is practically impossible to occur, or is actually separated from the actual When the limit characteristic may occur, the compensation of the above-mentioned estimation node is performed so as to be within the aforementioned limit characteristic 値. 1 〇, as in the automatic train running device of claim 1 or 2, Φ has a second learning result compensation means, and the learning result by the above-mentioned automatic characteristic learning means is a characteristic which is practically impossible, or When deviating from the limit characteristic that may actually occur, the compensation of the learning result is implemented to be within the limit characteristic. 1 1. For the automatic train running device of claim 1 or 2, in which the automatic train running device of the automatic train operation is implemented according to the error of the target driving plan and the compensation of the control command, the aforementioned automatic learning The characteristic means implements the characteristic learning according to the control instruction compensation amount according to the error between the target and the driving plan during the execution of the characteristic learning during the driving operation. 3-1 1. The automatic application of the first or second patent range The train running device, wherein the aforementioned automatic characteristic learning means performs the characteristic learning using an adaptive observer. 2 1 3. If the automatic train running device of the patent scope 〖 or 2 is applied, 1284605, the aforementioned automatic characteristic learning means uses the interference observer to perform characteristic learning. 14. An automatic train running device, comprising: a train characteristic learning means for collecting train characteristics and route characteristic information in a train driving; and calculating a train optimum according to the train related information collected by the train characteristic learning means; The operation mode, and the automatic operation control unit that performs the automatic operation of the train according to this mode. 1 5. An automatic train running device according to claim 14 of the patent scope, wherein the train characteristic learning means and the series vehicle weight calculating means are used. 1 6. The automatic train running device of claim 14 of the patent scope, wherein the train characteristic learning means and the series vehicle resistance calculating means are used. 0 1 7. The automatic train running device of claim 14 of the patent scope, wherein the train characteristic learning means is a vehicle braking force calculation means. 18. The automatic train running device of claim 14 of the patent scope, wherein the train characteristic learning means is a delay time calculation means. 1. The automatic train running device of claim 4, wherein the train characteristic learning means is a ride rate calculation means. -4 - 1284605 2 0. The automatic train running device of claim 14 of the patent application, wherein the train characteristic learning means is a route shape calculating means. 2 1. The automatic train running device of claim 14 of the patent scope, wherein the train characteristic learning means is a slope resistance calculating means. 2 2. For the automatic train running device of claim 14 of the patent scope, the above-mentioned train characteristic learning means is a running traction deviation detecting means for detecting the deviation of the running traction command and the running traction force. 23. The automatic train running device according to claim 14 of the patent scope, wherein the train characteristic learning means is a vehicle force deviation detecting means for detecting a deviation between the braking force command and the braking force. > 24. The automatic train running device according to claim 14 of the patent application, wherein the automatic operation control unit calculates the delay time by the train characteristic learning means, and the delay time compensation means 25 for performing the delay time compensation The automatic train running device of claim 14, wherein the automatic operation control unit detects the running traction command and the running traction force by the train characteristic learning means, and compensates for the running traction command and the running traction. Deviation of the running traction deviation compensation hand -5 - 1284605 segment. 26. The automatic train running device of claim 14, wherein the automatic operation control unit detects the braking force command and the braking force when the train characteristic learning means detects the deviation of the braking force command and the braking force. The deviation of the braking force deviation compensation means. (S) -6--6-
TW095111232A 2002-01-31 2003-01-28 Automatic train operating device TWI284605B (en)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
JP2002022788A JP3827296B2 (en) 2002-01-31 2002-01-31 Automatic train driving device
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

Publications (2)

Publication Number Publication Date
TW200628350A TW200628350A (en) 2006-08-16
TWI284605B true TWI284605B (en) 2007-08-01

Family

ID=34279943

Family Applications (4)

Application Number Title Priority Date Filing Date
TW095111232A TWI284605B (en) 2002-01-31 2003-01-28 Automatic train operating device
TW092101849A TWI276560B (en) 2002-01-31 2003-01-28 Automatic train operation device and train operation assisting device
TW095111247A TWI277549B (en) 2002-01-31 2003-01-28 Automatic fixed-position stop control device for train
TW095111237A TWI277548B (en) 2002-01-31 2003-01-28 Automatic train operation device

Family Applications After (3)

Application Number Title Priority Date Filing Date
TW092101849A TWI276560B (en) 2002-01-31 2003-01-28 Automatic train operation device and train operation assisting device
TW095111247A TWI277549B (en) 2002-01-31 2003-01-28 Automatic fixed-position stop control device for train
TW095111237A TWI277548B (en) 2002-01-31 2003-01-28 Automatic train operation device

Country Status (2)

Country Link
CN (1) CN1326735C (en)
TW (4) TWI284605B (en)

Families Citing this family (35)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9733625B2 (en) 2006-03-20 2017-08-15 General Electric Company Trip optimization system and method for a train
US10569792B2 (en) 2006-03-20 2020-02-25 General Electric Company Vehicle control system and method
US10308265B2 (en) 2006-03-20 2019-06-04 Ge Global Sourcing Llc Vehicle control system and method
US9950722B2 (en) 2003-01-06 2018-04-24 General Electric Company System and method for vehicle control
US9828010B2 (en) 2006-03-20 2017-11-28 General Electric Company System, method and computer software code for determining a mission plan for a powered system using signal aspect information
US9156477B2 (en) 2006-03-20 2015-10-13 General Electric Company Control system and method for remotely isolating powered units in a vehicle system
CN102700567B (en) * 2008-02-07 2015-09-23 通用电气公司 For the method for the fuel efficiency of the optimization of maneuvering system, quantity discharged and mission performance
US9233622B2 (en) * 2008-03-11 2016-01-12 General Electric Company System and method for managing an amount of stored energy in a powered system
US9834237B2 (en) 2012-11-21 2017-12-05 General Electric Company Route examining system and method
JP5558317B2 (en) * 2010-11-09 2014-07-23 株式会社東芝 Train control device
TWI411545B (en) * 2010-12-07 2013-10-11 Ind Tech Res Inst Eco-driving system and method
JP5904740B2 (en) * 2011-09-30 2016-04-20 日本信号株式会社 Train control system
JP5859365B2 (en) 2012-03-30 2016-02-10 日本信号株式会社 Train control device
FR2991279B1 (en) * 2012-06-01 2015-07-17 Renault Sa DEVICE FOR CONTROLLING THE TRACK OF A VEHICLE.
DE102012108395A1 (en) * 2012-09-10 2014-03-13 Knorr-Bremse Systeme für Schienenfahrzeuge GmbH Method for calculating a driving recommendation of a rail vehicle, assistance system of a rail vehicle and rail vehicle
CN102951165B (en) * 2012-11-05 2015-04-15 北京交通大学 Rail train electric energy saving operation control method
US9669851B2 (en) 2012-11-21 2017-06-06 General Electric Company Route examination system and method
JP6296716B2 (en) * 2013-07-19 2018-03-20 株式会社東芝 Operation curve creation device, control method and control program for operation curve creation device
CN103448758B (en) * 2013-08-21 2016-04-13 中国铁道科学研究院 A kind of punctual and energy-conservation automatic train regulation method and system
CN104057980B (en) * 2014-06-16 2016-04-20 中车青岛四方机车车辆股份有限公司 A kind of train traction control method and system
JP6128103B2 (en) * 2014-11-27 2017-05-17 トヨタ自動車株式会社 Vehicle control device
US9862397B2 (en) * 2015-03-04 2018-01-09 General Electric Company System and method for controlling a vehicle system to achieve different objectives during a trip
CN104760600B (en) * 2015-03-31 2017-10-13 株洲南车时代电气股份有限公司 A kind of traction control method, apparatus and system
CN104787091B (en) * 2015-04-28 2016-08-03 北京交通大学 A kind of train automatic Pilot control car effect monitoring system
JP2018007464A (en) * 2016-07-05 2018-01-11 株式会社東芝 Train control device, method and program
CN106476854B (en) * 2016-10-13 2018-03-27 交控科技股份有限公司 A kind of train diagram establishment method and device
CN107977000B (en) * 2017-11-22 2021-11-02 清华大学 Automatic driving system of railway locomotive
CN109017884B (en) * 2018-07-18 2020-03-31 北京交通大学 Train automatic operation control method based on learning
CN110789361B (en) * 2018-08-01 2021-03-09 广州汽车集团股份有限公司 Automobile motor torque limiting method and device, whole vehicle controller and system
JP7168388B2 (en) * 2018-09-18 2022-11-09 東海旅客鉄道株式会社 Railway vehicle controller
DE102019117019A1 (en) * 2019-06-25 2020-12-31 Knorr-Bremse Systeme für Schienenfahrzeuge GmbH Method for the dynamic optimization of a braking distance of vehicles, in particular of rail vehicles
CN110362066B (en) * 2019-07-19 2021-11-23 湖南中车时代通信信号有限公司 Operation control system and operation control method under manual driving mode based on magnetic levitation system
CN110901696A (en) * 2019-10-29 2020-03-24 北京全路通信信号研究设计院集团有限公司 Train control method and device based on train weight
CN110949451B (en) * 2019-12-05 2022-01-18 中车株洲电力机车有限公司 Train benchmarking control method and device
JP2023034200A (en) * 2021-08-30 2023-03-13 株式会社東芝 Travel plan calculation device and automatic train operation device

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3198170B2 (en) * 1991-10-25 2001-08-13 株式会社東芝 Optimal running pattern calculation device and calculation system
JPH08216885A (en) * 1995-02-09 1996-08-27 Hitachi Ltd Automatic train operation system
JP2000335419A (en) * 1999-05-25 2000-12-05 Toshiba Corp Train operation supporting device and train operation simulating device for training
JP3677537B2 (en) * 2000-02-23 2005-08-03 株式会社日立製作所 Vehicle driving support device

Also Published As

Publication number Publication date
TW200628334A (en) 2006-08-16
TWI277549B (en) 2007-04-01
CN1326735C (en) 2007-07-18
TWI277548B (en) 2007-04-01
TWI276560B (en) 2007-03-21
TW200628350A (en) 2006-08-16
TW200628335A (en) 2006-08-16
TW200303275A (en) 2003-09-01
CN1511744A (en) 2004-07-14

Similar Documents

Publication Publication Date Title
TWI284605B (en) Automatic train operating device
CN1817680B (en) Automatic train operation device and train operation auxiliary device
JP5033124B2 (en) System and method for improving train operation and fuel consumption
JP5151619B2 (en) Travel plan creation device for hybrid vehicle and program for travel plan creation device
CN106056238B (en) Planning method for train interval running track
US20140330460A1 (en) Method and system for controlling energy demand of vehicles on a network
CN112660130A (en) New energy automobile sliding control system and method based on intelligent networking information and new energy automobile
CN109398426B (en) Energy-saving driving strategy optimization method based on discrete ant colony algorithm under timing condition
CN101596867A (en) Control setup with electric vehicle of fixed-position automatic stop control mechanism
CN109130958A (en) Train crosses phase-separating section autocontrol method, device, mobile unit and electronic equipment
JP3919553B2 (en) Automatic train driving device
CN112464453B (en) Operation speed curve planning simulation method considering dynamic response process of train
González–Franco et al. Can High–Speed Trains Run Faster and Reduce Energy Consumption?
AU2020230855A1 (en) Control system for operating long vehicles
CN103529703A (en) Method for speed limit curve of train automatic control system
CN104228851B (en) A kind of speed tracking control system of city railway train
CN114475718B (en) Train stopping control method, equipment, train and storage medium
AU2018271314A1 (en) Method and system for managing automatically the energy stored by an electric vehicle
JP5805051B2 (en) Train automatic control device
JP6740016B2 (en) Vehicle control system and control method thereof
CN108486981A (en) A kind of automobile climb and fall auxiliary device
CN116142231A (en) Multi-factor-considered longitudinal control method and system for automatic driving vehicle
JPH0479705A (en) Preparation of train operating system
Dong et al. Minimum Safety Distance Model Based Follow Operation Control of High-speed Train.
von Kleist et al. Improving Battery Lifespan and Service Trip Reliability of EVs in Public Transport by Learning Energy Consumption