城市轨道交通信号专业外语段落翻译
城市轨道交通专业英语翻译题

一单元;1、A maglev is a type of train that is suspended in the air above a single track ,and propelled using the repulsive and attractive forces of magnetism是一种类型的磁悬浮列车悬浮在空中上面一条清晰的足迹,和推进的反感和有吸引力的部队使用的磁性2、Japan and Germany are active in maglev research ,producing several different approaches and designs .日本和德国都活跃在磁悬浮研究、生产几种不同的方法和设计。
3、The effect of a powerful magnetic field on the human body is largely unknown 一个强大的影响磁场对人体是未知4 ,Some space agencies are researching the use of maglev systems to launch spacecraft 一些空间研究机构磁悬浮系统使用发射的宇宙飞船里踱步5,Inductrack(感应轨) was originally developed as a magnetic motor and bearing for a flywheel to store powerInductrack最初是作为一个磁轴承飞轮电机和一个存储能力二单元;1,A classification yard is railroad yard found at some freight train stations , used to separate railroad cars on to one of several tracks一个分类码是发现在一些货运铁路院子火车站,用来分离的一个铁路汽车在几条轨道2,There are three types of classification yards : flat-shunted yards ,hump yards and gravity yards有三种类型的分类码:flat-shunted码,驼峰码和重力码3,F reight trains which consist of isolated cars must be made into trains and divided according to their destinations货运列车由孤立的车辆必须制成火车和划分根据他们的目的地4,The tracks lead into a flat shunting neck at one or both ends of the yard where the cars are pushed to sort then into the right track铁轨引到一个平面并联脖颈一个或两端的院子里的汽车被推到分类然后进入正确的轨道5,they are operated either pneumatically or hydraulically他们要么气动或液压操作三单元1,The most difficult distinction to draw is that between light rail and streetcar or tram systems.最困难的区别之间画是轻轨和电车或电车系统。
城市轨道交通术语翻译

The following section is a collection of terms used in the manual手册,说明书. Sources and references are identified for those terms with multiple definitions多重定义.Accident modification factorsA means of quantifying crash reductions associated with safety improvements.Actuated开动,驱使Signal ControlPhase time based on detection data.Adaptive Signal Control A signal control concept where vehicular traffic in a network is detected at a point upstream and/or downstream and an algorithm is used to predict when and where traffic will be and to make signal adjustments at downstream intersections based on those predictions.Added Initial An interval that times concurrently with the minimum green interval and increases by each vehicle actuation received during the initial period. This time cannot exceed the maximum initial.Analysis period A single time period during which capacity analysis is performed on a transportation facility. If the demand exceeds capacity during an analysis period, consecutive analysis periods can be selected to account for initial queue from the previous analysis period. Also referred to as time interval.Analytical Model A model that relates system components using theoretical理论considerations tempered调节的、缓和的、适中的, validated证实、生效, and calibrated标刻度by field data.Annual average daily traffic The total volume of traffic passing a point or segment of a highway facility in both directions for one year divided by the number of days in the year.Approach A set of lanes at an intersection横断、交叉、十字that accommodates容纳、调节all left-turn, through, and right-turn movements from a given direction.Approach grade引导坡度The grade of an intersection approach, expressed as a percentage, with positive values for upgrade and negative for downgrade.Area type A geographic parameter因素、参数reflecting the variation of saturation浸湿,饱和flows in different areas.Arrival rate The mean of a statistical统计的distribution of vehicles arriving at a point or uniform 校服、一律、一致、统一segment of a lane or roadway.Arrival type Six assigned categories生物类别for determining the quality of progression发展、一系列at a signalized intersection.Arterial动脉的A signalized street that primarily主要、首要serves through traffic and that secondarily provides access to abutting邻接、毗连properties, with signal spacing间隔、间距of 2.0 miles or less.Arterial LOS An arterial- and network-level performance measure associated with the class of arterial and the travel speed of arterial under study.Automatic Vehicle Location (AVL) System An intelligent transportation system (ITS) technology to track vehicle location, speed and other measures within a system. Most applications are found on transit vehicles and systems.Average Speed The average distance a vehicle travels within a measured amount of time.Average travel speed The length of the highway segment divided by the average travel time of all vehicles traversing the segment, including all stopped delay times.Back of queue The distance between the stop line of a signalized intersection and the farthest reach of an upstream queue, expressed as a number of vehicles. The vehicles previously stopped at the front of the queue are counted even if they begin moving.Bandwidth The maximum amount of green time for a designated direction as it passes through a corridor at an assumed constant speed, typically measured in seconds.Bandwidth attainability A measure of how well the bandwidth makes use of the available green time for the coordinated movements at the most critical intersection in the corridor.Bandwidth efficiency A measure that normalizes bandwidth against the cycle length for the arterial under study.Barnes’ Dance A common term for an exclusive pedestrian phase where pedestrians may cross all intersections legs and sometimes diagonally.Barrier A separation of intersecting movements in separate rings to prevent operating conflicting phases at the same time.Base condition The best possible characteristic in terms of capacity for a given type of transportation facility; that is, further improvements would not increase capacity; a condition without hindrances or delays.Base saturation flow rate The maximum steady flow rate—expressed in passenger cars per hour per lane—at which previously stopped passenger cars can cross the stop line of a signalizedintersection under base conditions, assuming that the green signal is available and no lost times are experienced.Call A term used to describe the presence of vehicle, bicycle, or pedestrian demand in an actuated detection controller system.Capacity The maximum rate at which vehicles can pass through the intersection under prevailing conditions. It is also the ratio of time during which vehicles may enter the intersection.Carryover A term commonly used for the “extend” setting in controller manuals. It is another way to describe the time provided for a vehicle to traverse from one detector to the next.Change interval The yellow plus red clearance interval that occurs between phases of a traffic signal to provide for clearance of the intersection before conflicting movements are released. Also known as the clearance interval.Clearance lost time The time, in seconds, between signal phases during which an intersection is not used by any traffic.Clearance time The time loss at a transit stop, not including passenger dwell times. This parameter can be the minimum time between one transit vehicle leaving a stop and the following vehicle entering and can include any delay waiting for a sufficient gap in traffic to allow the transit vehicle to reenter the travel lane.Condition Diagram An illustration used to highlight the existing characteristics (i.e., number of lanes, signs, adjacent driveways, turn-bay lengths, traffic control, and land uses) of an intersection.Concurrent Phases Two or more phases in separate rings that are able to operate together without conflicting movements.Congested flow A traffic flow condition caused by a downstream bottleneck.Control Delay The amount of additional travel time experienced by a user attributable to a control device.Controller Memory A term that refers to the controller’s ability to “remember” (i.e., retain) a detector actuation and includes one of two modes (nonlocking or locking).Coordinated-Actuated Signal operations in coordination with other intersections, and using vehicle, bicycle, and/or pedestrian detection to define signal timing.Coordinated Phase(s) The phase (or phases) that is provided a fixed minimum amount of time each cycle under a coordinated timing plan. This phase is typically the major through phase on anarterial.Coordination The ability to synchronize multiple intersections to enhance the operation of one or more directional movements in a system.Corridor A set of essentially parallel transportation facilities designed for travel between two points. A corridor contains several subsystems, such as freeways, rural (or two-lane) highways, arterials, transit, and pedestrian and bicycle facilities.Critical lane group The lane groups that have the highest flow ratio for a given signal phase.Critical movement analysis A simplified technique for estimating phasing needs and signal timing parameters.Critical speed The speed at which capacity occurs for a facility, usually expressed as miles per hour.Critical volume-to-capacity ratio The proportion of available intersection capacity used by vehicles in critical lane groups.Crosswalk A marked area for pedestrians crossing the street at an intersection or designated midblock location.Cycle A complete sequence of signal indications.Cycle Length The time required for a complete sequence of signal indications.Cycle Failure Occasion where all queued vehicular demand cannot be served by a single green indication or signal phase.Dallas Display A type of signal display that attempts to avoid “yellow trap” problem by using louvers on the yellow and green ball indications to restrict visibility of the left-turn display to adjacent lanes while displaying indications based on the opposing through movement.Delay The additional travel time experienced by a driver, passenger, or pedestrian.A detector parameter typically used with stop-line, presence mode detection for turn movements from exclusive lanesDensity The number of vehicles on a roadway segment averaged over space, usually expressed as vehicles per mile or vehicles per mile per lane. (see also: volume-density, sometimes referred to as density timing)Demand The volume of traffic at an intersection, approach, or movement.Detector A device used to count and/or determine the presence of a vehicle, bicycle, or pedestrian.Dilemma Zone There are two types of dilemma zones.Type I occurs when yellow and red clearance times are too short for a driver to either stop or clear the intersection before the beginning of a conflicting phase.Type II, also known as an “Option Zone”, ore “Indecision Zone”. This occurs as the result of different drivers making different decision on whether to go or stop, upon the change from a green to yellow indication.Double Cycle A cycle length that allows phases to be serviced twice as often as the other intersections in the coordinated system.Downstream The direction of traffic flow.Early Return to Green A term used to describe the servicing of a coordinated phase in advance of its programmed begin time as a result of unused time from non-coordinated phases.Effective green time The time during which a given traffic movement or set of movements may proceed; it is equal to the cycle length minus the effective red time.Effective red time The time during which a given traffic movement or set of movements is directed to stop; it is equal to the cycle length minus the effective green time.Effective walkway width The width, in feet, of a walkway usable by pedestrians, or the total walkway width minus the width of unusable buffer zones along the curb and building line.Exclusive pedestrian phase An additional phase that is configured such that no vehicular movements are served concurrently with pedestrian traffic. See also, Barnes Dance.Exclusive turn laneA designated left- or right-turn lane or lanes used only by vehicles making those turns.Extend A detector parameter that extends a detector actuation by a setable fixed amount. It is typically used with detection designs that combine multiple advance detectors and stop-line detection for safe phase termination of high-speed intersection approaches.Field Implementation A term used to describe the installation of new signal timings in the controller and the review of traffic operations at the intersection.Fixed Force Off A force off mode where force off points cannot move. Under this mode,non-coordinated phases can utilize unused time of previous phases.Fixed Time Signal Control A preset time is given to each movement every cycle regardless of changes in traffic conditions.Flashing Don’t Walk An indication warning pedestrians that the walk indication has ended and the don’t walk indication will begin at the end of the pedestrian clearance interval.Flashing Yellow Arrow A type of signal head display that attempts to avoid the “yellow trap” problem by providing a permissive indication to the driver that operates concurrent with the opposing through movement rather than the adjacent through movement.Floating Force Off A force off mode where force off points can move depending on the demand of previous phases. Under this mode, non-coordinated phase times are limited to their defined split amount of time and all unused time is dedicated to the coordinated phase. Essentially, the split time is treated as a maximum amount for the non-coordinated phases.Floating car method A commonly employed technique for travel time runs which requires the vehicle driver to “float” with the tra ffic stream while traveling at a speed that is representative of the other vehicles on the roadway and to pass as many vehicles as pass the floating car.Flow rate The equivalent hourly rate at which vehicles, bicycles, or persons pass a point on a lane, roadway, or other trafficway; computed as the number of vehicles, bicycles, or persons passing the point, divided by the time interval (usually less than 1 h) in which they pass; expressed as vehicles, bicycles, or persons per hour.Flow ratio The ratio of the actual flow rate to the saturation flow rate for a lane group at an intersection.Force Off A point within a cycle where a phase must end regardless of continued demand. These points in a coordinated cycle ensure that the coordinated phase returns in time to maintain its designated offset.Free flowA flow of traffic unaffected by upstream or downstream conditions.Fully actuated control A signal operation in which vehicle detectors at each approach to the intersection control the occurrence and length of every phase.Gap The time, in seconds, for the front bumper of the second of two successive vehicles to reach the starting point of the front bumper of the first.Gap ReductionThis is a feature that reduces the passage time to a smaller value while the phase is active.Green time The duration, in seconds, of the green indication for a given movement at a signalized intersection.Green time ratioThe ratio of the effective green time of a phase to the cycle length.Green Extension A signal priority treatment to extend a current green phase to give priority to a specific movement or vehicle, typically transit.Hardware The devices that physically operate the signal timing controls, including the controller, detectors, signal heads, and conflict monitor.Headway(1)The time, in seconds, between two successive vehicles as they pass a point on the roadway, measured from the same common feature of both vehicles (for example, the front axle or the front bumper);(2)The time, usually expressed in minutes, between the passing of the front ends of successive transit units (vehicles or trains) moving along the same lane or track (or other guideway) in the same direction.Hardware in the Loop (HITL) A means of providing a direct linkage between simulation models and actual signal controllers.Highway Capacity Manual A National Academies of Science/Transportation Research Board manual containing a collection of state-of-the-art techniques for estimating the capacity and determining the level-of-service for transportation facilities, including intersections and roadways as well as facilities for transit, bicycles, and pedestrians.Inhibit Max A basic timing parameter that removes the Maximum Green input as a phase parameter during coordination and allows the phase to extend beyond its normal maximum green values.Interval The duration of time where a traffic signal indications do not change state (red, yellow, green, flashing don’t walk). A traffic signal controller also has timi ng intervals (min green, passage time) that determine the length of the green interval.Intersection Delay - Average The total additional travel time experienced by users as a result ofcontrol measures and interactions with other users divided by the volume departing from the intersection.Intersection Level of Service A qualitative measure describing operational conditions based on average intersection delay.Isolated intersectionAn intersection at least one mile from the nearest upstream signalized intersection.Lagging pedestrian interval A pedestrian timing option that starts pedestrian walk interval several seconds after the adjacent through movement phase, thus allowing a waiting right-turn queue to clear before the pedestrian walk indication is presented and thereby reducing conflicts with right-turning vehicles.Lane group A set of lanes established at an intersection approach for separate capacity and level-ofservice analysis.Lane group delayThe control delay for a given lane group.Lane utilization The distribution of vehicles among lanes when two or more lanes are available for a movement; however, as demand approaches capacity, uniform lane utilization develops.Leading pedestrian interval A pedestrian interval option that starts a few seconds before the adjacent through movement phase, thus allowing pedestrians to establish a presence in the crosswalk and thereby reducing conflicts with turning vehicles.Lead-Lag Left-Turn Phasing A left-turn phase sequence where one left-turn movement begins with the adjacent through movement and the opposing left-turn movement begins at the end of the conflicting through movement. This option may create a “yellow trap” with some permissive signal displays.Level of service A qualitative measure describing operational conditions within a traffic stream, based on service measures such as speed and travel time, freedom to maneuver, traffic interruptions, comfort, and convenience.Local Controller The device used to operate and control the signal displays using signal timing provided by the user, master controller, or central signal system.Locking mode A controller memory mode used to trigger a call for service for the first actuation received by the controller on a specified channel during the red intervalLost Time The portion of time at the beginning of each green period and a portion of each yellow change plus red clearance period that is not usable by vehicles.Master Clock The background timing mechanism within the controller logic to which each controller is .referenced during coordinated operations.Master Controller An optional component of a signal system that facilitates coordination of a signal system with the local controller.Manual on Traffic Control Devices (MUTCD)The MUTCD, published by the Federal Highway Administration, provides the standards and guidance for installation and maintenance for traffic control devices on roadways.Maximum Allowable Headway (MAH) / Maximum Time Separation The maximum time separation between vehicle calls on an approach without gapping out the phase, typically defined by passage time or gap time. Maximum allowable headway refers to spacing between common points of vehicles in a single lane, but the term is commonly used to refer to maximum time separation in single or multi-lane approaches as well.Maximum Green The maximum length of time that a phase can be green in the presence of a conflicting call.Maximum Initial The maximum period of time for which the Added Initial can extend the initial green period. This cannot be less than the Minimum Green time.Maximum RecallA recall mode that places a continuous call on a phase.Measure of effectivenessA quantitative parameter indicating the performance of a transportation facility or service.Minimum Gap This volume density parameter that specifies the minimum green extension when gap reduction is used..Minimum Green The first timed portion of the green interval which may be set in consideration driver expectany and the storage of vehicles between the detectors and the stop line when volume density or presence detection is not used.Minimum Recall A recall parameter the phase is timed for its minimum green time regardless what the demand is for the movement.Movement A term used to describe the user type (vehicle or pedestrian) and action (turningmovement) taken at an intersection. Two different types of movements include those that have the right of way and those that must yield consistent with the rules of the road or the Uniform Vehicle Code.Non-locking mode A controller memory mode that does not retain an actuation received from a detector by the controller after the actuation is dropped by the detection unit.OccupancyThe percent of time that a detector indicates a vehicle is present over a total time period.Offset The time relationship between coordinated phases defined reference point and a defined master reference (master clock or sync pulse).Offset Reference Point (Coordination Point)The defined point that creates an association between a signalized intersection and the master clock.Overflow queueQueued vehicles left over from a green phase at a signalized intersection.OversaturationA traffic condition in which the arrival flow rate exceeds capacity.Passage Time (Vehicle Interval, Gap, Passage Gap, Unit Extension) A phase timer that ends a phase when the time from the last detector output exceeds the timer setting.Pattern Sync ReferenceThe set start of the master clock.Peak-hour factor The hourly volume during the maximum-volume hour of the day divided by four times the peak 15-min flow rate within the peak hour; a measure of traffic demand fluctuation within the peak hour.PedestrianAn individual traveling on foot.Pedestrian Recall A recall mode where there is a continuous call for pedestrian service resulting in the pedestrian walk and clearance phases to occur each time the phase times.Pedestrian Clearance Interval Also known as “Flash Don’t Walk”. The time prov ided for apedestrian to cross the entire width of the intersection.Pedestrian PhaseTime allocated to pedestrian traffic that may be concurrent with vehicular phases.Pedestrian scrambleSee Exclusive Pedestrian PhasePedestrian Walk IntervalAn indication to the pedestrian that it allows pedestrians to begin crossing the intersection.Pedestrian walking speedThe average walking speed of pedestrians, in feet per second.Percent Runs Stopped The percentage of the total number of travel time runs conducted during which a vehicle stops.Performance Index An arterial- and network-Level performance measure that allows several measures of effectiveness to be mathematically combined.Performance Measures Signal system related effects on stops, vehicle delay, arterial travel time, or existence of spill back queuing between closely spaced intersections.Permissive Movements A movement where it is allowed to proceed if there are available gaps in the conflicting flow.Permissive Period A period of time during the coordinated cycle in which calls on conflicting phases will be result in the coordinated phase transitioning to non-coordinated phase(s)..Permitted plus protected Compound left-turn protection that displays the permitted phase before the protected phase.Permitted turn Left or right turn at a signalized intersection that is made against an opposing or conflicting vehicular or pedestrian flow.Phase A controller timing unit associated with the control of one or more movements. The MUTCD defines a phase as the right-of-way, yellow change, and red clearance intervals in a cycle that are assigned to an independent traffic movement.Phasing Indication The current display for a given phase (green, yellow, red, walk, flashing don’twalk, or don’t walk).Phase Pair A combination of two phases allowed within the same ring and between the same barriers such as 1+2. 5+6, 3+4, and 7+8.Phase Recall A call is placed for a specified phase each time the controller is servicing a conflicting phase. This will ensure that the specified phase will be serviced again. Types of recall include soft, minimum, and maximum. Soft recall only calls the phase back if there is an absence of conflicting calls.Phase SequenceThe order of a series of phases.Phasing DiagramA graphical representation of a sequence of phases.Platoon A group of vehicles or pedestrians traveling together as a group, either voluntarily or involuntarily because of signal control, geometrics, or other factors.Preemption Traffic signal preemption is the transfer of normal operation of a traffic control signal to a special control mode of operation.Preempt Trap A condition that can occur when a preemption call is serviced at a signalized intersection near an at-grade train-roadway crossing, where not enough clearance green time is provided to clear a queue of vehicles, and a vehicle could be trapped on the tracks with the railroad crossing lights and gates come down.Presence Mode A detection mode where a signal is sent to the controller for the duration of time a vehicle is inside the detection zone.Pretimed control A signal control in which the cycle length, phase plan, and phase times are preset to repeat continuously.Priority Traffic signal priority (TSP) is an operational strategy communicated between transit vehicles and traffic signals to alter signal timing for the benefit or priority of transit vehicle. Green extension, red truncation, and phase skipping are examples of signal timing alterations under TSP.Progression adjustment factor A factor used to account for the effect of signal progression on traffic flow; applied only to uniform delay.Protected Movements A movement where it has the right-of-way and there are no conflicting movements occurring.Protected plus permitted Compound left-turn protection at a signalized intersection that displays the protected phase before the permitted phase.Protected turn The left or right turns at a signalized intersection that are made with no opposing or conflicting vehicular or pedestrian flow allowed.Pulse Mode A detection mode where vehicle detection is represented by a single “on” pulse to the controller.Queue A line of vehicles, bicycles, or persons waiting to be served by the system in which the flow rate from the front of the queue determines the average speed within the queue. Slowly moving vehicles or people joining the rear of the queue are usually considered part of the queue. The internal queue dynamics can involve starts and stops. A faster-moving line of vehicles is often referred to as a moving queue or a platoon.Queue discharge A flow with high density and low speed, in which queued vehicles start to disperse. Usually denoted as Level of Service F.Queue spillback A term used to describe vehicles stopped at an intersection that exceed the available storage capacity for a particular movement.Queue storage ratio The parameter that uses three parameters (back of queue, queued vehicle spacing, and available storage space) to determine if blockage will occur.Quick-Estimation Method A method detined in Chapter 10 of the HCM 2000 that allows an analyst to identify the critical movements at an intersection, estimate whether the intersection is operating below, near, at, or over capacity, and approximate the amount of green time needed for each critical movement.Red Change Interval The period of time following a yellow period indicating the end of a phase and stopping the flow of traffic.Red time The period, expressed in seconds, in the signal cycle during which, for a given phase or lane group, the signal is red.Red Truncation A signal priority treatment to terminate non-priority approach green phasing early in order to more quickly return to green for the priority approach. This treatment is also known as early return to green.RingAn phases that operate in sequence.Ring Barrier Diagram A graphical representation of phases within a set of rings and phases within a set of barriers.Saturation Flow Rate The equivalent hourly rate at which vehicles can traverse an intersection approach under prevailing conditions, assuming a constant green indication at all time and no loss time, in vehicles per hour or vehicles per hour per lane.Saturation headway The average headway between vehicles occurring after the fourth vehicle in the queue and continuing until the last vehicle in the initial queue clears the intersection.Section A group of signalized intersections used to analyze traffic operations, develop new signal timings, and operate in the same control mode—manual, time of day, or traffic responsiveSegment A portion of a facility on which a capacity analysis is performed; it is the basic unit for the analysis, a one-directional distance. A segment is defined by two endpoints.Semi-Actuated Control A type of signal control where detection is provided for the minor movements only and the signal timing returns to the major movement because it has no detection and is placed in recall.Signal HeadAn assembly of one or more signal indications.Signal Coordination An operational mode that synchronizes a series of traffic signals to enhance the operation of one or more directional movements.Signal Warrant A threshold condition to determine whether a traffic signal is justified based on satisfaction of an engineering study. There are eight warrants provided in the MUTCD.Signalization condition A phase diagram illustrating the phase plan, cycle length, green time, change interval, and clearance time interval of a signalized intersection.Simple left turn protection A signal phasing scheme that provides a single protected phase in each cycle for a left turn.Simultaneous GapThis parameter requires all phases to concurrently “gap out” prior to crossing the barr ier.Software in the loop (SITL) A means of providing a direct linkage between simulation models and software emulations of controllers,Speed。
城市轨道交通专业英语翻译题

一单元;1、A maglev is a type of train that is suspended in the air above a single track ,and propelled using the repulsive and attractive forces of magnetism是一种类型的磁悬浮列车悬浮在空中上面一条清晰的足迹,和推进的反感和有吸引力的部队使用的磁性2、Japan and Germany are active in maglev research ,producing several different approaches and designs .日本和德国都活跃在磁悬浮研究、生产几种不同的方法和设计。
3、The effect of a powerful magnetic field on the human body is largely unknown 一个强大的影响磁场对人体是未知4 ,Some space agencies are researching the use of maglev systems to launch spacecraft 一些空间研究机构磁悬浮系统使用发射的宇宙飞船里踱步5,Inductrack(感应轨) was originally developed as a magnetic motor and bearing for a flywheel to store powerInductrack最初是作为一个磁轴承飞轮电机和一个存储能力二单元;1,A classification yard is railroad yard found at some freight train stations , used to separate railroad cars on to one of several tracks一个分类码是发现在一些货运铁路院子火车站,用来分离的一个铁路汽车在几条轨道2,There are three types of classification yards : flat-shunted yards ,hump yards and gravity yards有三种类型的分类码:flat-shunted码,驼峰码和重力码3,F reight trains which consist of isolated cars must be made into trains and divided according to their destinations货运列车由孤立的车辆必须制成火车和划分根据他们的目的地4,The tracks lead into a flat shunting neck at one or both ends of the yard where the cars are pushed to sort then into the right track铁轨引到一个平面并联脖颈一个或两端的院子里的汽车被推到分类然后进入正确的轨道5,they are operated either pneumatically or hydraulically他们要么气动或液压操作三单元1,The most difficult distinction to draw is that between light rail and streetcar or tram systems.最困难的区别之间画是轻轨和电车或电车系统。
城市轨道交通专业英语翻译

Urban Metro CHARACTERISTICS 城市地铁特点Comfort舒适性Shortcut捷径Punctuality守时Little pollution小污染Safety安全性1、车体2、转向架3、牵引缓冲装置4、制动装置5、采集装置6、内部设备7、电气设备1.Car body 车体◆It is to accommodate passengers and the driver.这是为了容纳乘客和司机。
◆Meanwhile, it is the basic component to connect to other devices or car bodies.同时,它是连接到其他设备或汽车车身的基本部件。
◆For the purpose of meeting the strength requirement while keeping the self-weight at itslowest.为了满足强度要求,同时保持自重最低。
◆Integrated steel structure or light metal structure is adopted.采用整体式钢结构或轻型金属结构。
◆It usually comprises of the floor, the roof, sides and end walls.它通常包括地板、屋顶、侧壁和端壁。
2.Bogies 转向架◆Motor and trailer bogies are located between the car body and the track, to drag andguide the vehicles moving along the track.汽车和拖车转向架位于车体与轨道之间,拖曳和引导车辆沿轨道运动。
◆They cab bear and transfer a variety of load from lines and the car body, easing itsdynamic action.他们从线路和车体上承担和传递各种载荷,减轻其动力作用。
城市轨道交通专业英语

城市轨道交通专业英语flat fare 单一票制swipe 在解码器上刷(卡)interchange station 换乘站concourse 站厅automation vending machine 自动售票机wheel chair lift 残疾人牵引车station operator 站务员crowd management plants 客流控制entry gate 入闸机security check 安检mind the gap 小心台阶间跨度classification 编组6-car set/unit 六节编组motor car 动车trailer 拖车pantograph 受电弓cab 驾驶室bogie 转向架coupler buffer connecting device 车钩缓冲连接装置brake device:制动装置:air brake 空气制动rheostatic brake 电阻制动regenerative brake 再生制动electromagnetic rail brake 磁轨制动current collector 受流装置conductor rail collector 第三轨受电器shoegear 受电靴装置collector shoe 受电靴interior equipment 车辆内部设备Electricity 车电Ventilation 通风Heating 取暖Air conditioning 空调Seat 座椅Handle 拉手Device system:设备装置Storage battery box 蓄电池箱Relay case 继电器箱Main control box 主控制箱Motor air compression unit 电动空气压缩机组Power source transformer 电源变压器Electrical switch 电气开关Contactor box 接触器箱Electrical system:车辆电气系统:Power circuit 动力电路Main circuit 主电路Auxiliary circuit 辅助电路Control circuit 控制电路ATO(Automatic Train Operation)列车自动运行系统ATP(Automatic Train Protection)列车自动保护系统ATS(Automatic Train Supervision)列车自动监控系统ATC(Automatic Train control system)列车自动控制系统Console 操作台Unmanned 无人驾驶的Platform screen door 屏蔽门Evacuate 疏散Overhead wires 架空导线Third rail 第三轨UPS(Uninterruptible Power Supply)不间断电源BAS(Building Automation System)环控系统Sensor 传感器FAS(Fire Alarm System)火灾报警系统Spray 喷淋Linkage 连接、连锁、联动Block 闭塞Interlock 联锁Ccv(Chrysler’s Composite Concept Vehicle)组合概念车High-speed rail(ASK) 高速铁路系统High-speed magnetic levitation(MAGLEV)高速磁悬浮系统Navigation 导航semi- 半,半自动sur- 上,外,超tender 投标。
轨道交通专业英语词汇整理

assistant line辅助线automatic fare collection自动售检票设备automatic train control(ATC)列车自动控制automatic train operation(ATO)列车自动运行automatic train protection(ATP)列车自动防护automatic train supervision(ATS)列车自动监控AW0空载AW1每位乘客都有座位AW2每平方米6人broken rail force of seamless track无缝线路断轨力Building Automation System建筑设备自动化系统centralized power supply mode集中式供电centralized traffic control(CTC)调度集中close made operation闭式运行(主要靠人工空调系统,并装风帘和屏蔽门来隔绝外界)combined power supply mode混合式供电combined sewer system合流制排放combined substation牵引降压混合变电所computed length of platform站台计算长度concentration supervisory control and management集中监控和管理connecting line联络线(在不同线路之间起连接作用的线,就叫联络线(即地铁线路之间的联络线和地铁与国铁的联络线)cover and cut-bottom up盖挖顺筑法cover and cut-top down盖挖逆筑法cut and cover明挖法deformation joint变形缝depot车辆段designed lifetime设计使用年限distribute power supply mode分散式供电examine and repair period检修周期examine and repair program检修修程fire alarm system火灾自动报警系统gauge of track轨距; gauge; track gauge;标准~ standard gaugegauge限界global position system(GPS)全球定位系统grade of waterproof防水等级high voltage substation主变电所immersed tube method沉管法Intermodality Data Center清结算数据中心local alarm system区域报警系统longitudinal horizontal force of seamless track无缝线路纵向水平力main line正线Man Machine Interface人机接口mining method矿山法Ministry of Corporation建设部monolithic track-bed整体道床Motor Car With Pantograph(Mp(B))带受电弓的动车Motor Car(M(C))动车moving pavement自动人行道NanJing Metro Corporation南京地铁公司NanJing Transportation Card System南京一卡通系统open made operation开式运行(自然通风,用活塞通风原理,靠列车在隧道中运行,带动新风对流) Open Transport Network开放传输网络operation concept运营概念operation control center(OCC)运营控制中心operation speed旅行速度piston action ventilation活塞通风public zone of station车站公共区remote alarm system集中报警系统rigid-flexible joint of sealed zone刚柔结合的密封区Scan Control Alarm Database??供电系统管理自动化seamless track无缝线路shield method盾构法stabling yard停车场stray current杂散电流subgrade路基synchronous digital hierarchy transmission system(SDH)同步数字传输系统system integration(SI)系统集成testing line试车线track structure轨道结构Trailer Car(Tc(A))拖车Uninterrupted Power Supply不间断电源供给urban rail transit/mass transit城市轨道交通6-car set/unit motor car 六节编组动车ATC automatic train control system 列车自动控制系统ATO automatic train operation 列车自动运行系统ATP automatic train protection 列车自动保护系统ATS automatic train supervision 列车自动监控系统Automation vending machine 自动售票机Auxiliary circuit 辅助电路AW3每平方米9人Buffer connecting device 车钩缓冲连接装置Concourse 站厅Conductor rail collector 第三轨受电器Console 操作台Contactless Smart Card(CSC)非接触智能卡Contactor box 接触箱Crowd management 客流控制Current collector 受流装置Electromagnetic rail brake 磁轨制动Entry gate security check 安检Equipment Operating Data(EOD)设备运行参数Flat fare 单一票制High-speed magnetic levitation(MAGLEV)高速磁悬浮系统High-speed rail (ASK)高速铁路系统Interchange station 换乘站Interior equipment 车辆内部设备Main control box 主控制箱Mind the gap 小心台阶跨度Motor air compression unit 电动空气压缩机组Plants 入闸机Platform screen door 屏蔽门Power circuit 动力电路Power source tranformer 电源变压器Relay case 继电器箱Rheostatic brake 电阻制动Semisurtender 半自动Shoe gear collector 受电靴装置Spray 喷淋Station operator 站务员Swipe 在解码器上刷卡Unmanned 无人驾驶的UPS (uninterruptible power supply)不间断电源Wheel chair lift 残疾人牵引车Absolute braking 全制动 3Active long-stator 通电的 5Address 寻址访问 6Adhesion 粘着 7After-cooler 后端冷却器 1Albeit 虽然 1Alighting 下车 3Alongside 在侧面 4Alternating current 交流电 7Alternator 交流发电机 1Angle cock 折角塞门 1Appropriation bill 政府年度预算案 5Arguably 可以说 1Armature 转子 3Asphalt 沥青柏油 2At the outset 开始 1Automatic coupler 自动车钩 1精选文库Ballast 道砟碎石 2Batter slope 斜坡 2Beam guidance 激光制导 5Bearing distance 支撑距 5Bleeding off 排出 1Bogie 转向架 7Bolster-less 无摇枕 4Bracket 支架 3Brake hanger support 制动器支架支撑 3Brake hanger 制动器支架 3Brake pad 闸片 3Brake shoe 闸瓦 7Braking effort 制动力 7Bulky 笨重的 5Bus-rapid-transit 快速公交系统 4Cab 驾驶室 1Cable trough 线缆槽 2Cabling 布线 6Caboose 货车末尾列车员专用车厢 2Camber 不垂直 2Camshaft 凸轮轴 1Cantilever 悬臂系统节 4Cargo 货运 2Carriage 运输部 4Catenary mast 接触网支柱 2Central power station 主变电站 7Cess 人行道逃生道 2Chair 轨座 2Checksum 校验和 6Cherry picker 车载升降台 4Circuit breaker 断路器 1Clamp 钳 2Classification yard 编组车场 2Clip 夹子 2Closed train-set 固定编组车组 6Coach screw 方头螺钉 2Coasting 惰行 7Coefficient 系数 7Cog railway 齿轨铁路 2Coin 创造 4Colliery 煤矿 1Colored-light signal 色灯信号 3Come apart 脱节 3Compressor governor 压缩机调节器 1精选文库Compose 编组 2Comprehensive 四通八达 4Compressor contactor 压缩机接触器 1Cone 使…锥化 3Configuration 布局 4Connotation 含义,内涵 4Consummate 完美的 1Contractor 压缩机 1Converter 变流器 1Converting plant 整流设备 7Cooling coil 冷凝管 1Corridor 通道 5Corridor 走廊;通道 4Coupling head 连接插头 1Crane 吊车,起重机 2Creep 蠕动 2Creosote 木馏油,杂酚油 2Crossing 辙叉 4Curvature radius 曲率半径 1Cyberization 网络化 1Cylinder 缸 7Data falsification 伪造数据 6Dedicated 专用的 4De-energized 失电 3Deflexion 偏移 7Delineate 描述 2Demonstration line 示范线 5Denote 表示指代 5Desiccant 干燥剂 1Desirable 可取的 7Deterministic 确定性 6Diamagnetic 反磁性 5Displaced relatively 相对地位移 7Distribution of electric power 输配电能 7DMU diesel multiple unit 内燃动车组 5Drain cock 排气阀 1Drain 下水道排水道 2Driving wheel 动轮 7Drop to red 掉红(信号词汇,专用) 3Electrification 电气化 7Electrified channel 电气化通道 4Electrocuted 触电的 4Eligible 有资质的 5Embankment 路堤 2精选文库EMC harsh 电磁兼容性严苛 6Envelope 壳层 3Epidemic 迅速发展 4ERRI European Rail Research Institute; 欧洲铁路研究院 6Extreme value 极值 7Fail-safe mode 故障导向安全模式 3Feasibility study 可行性研究 4Feasibility study 可行性研究 5Fishplate 鱼尾板 2Flange 凸缘 3Flanged 有凸缘的 1Flash butt welding 闪光对接焊 2Foot 轨底 2Footprint 足印,柱子占用的空间 4Free running 自由运行 7Freight train 货车 1Fresco 壁画 4Fritting 熔化 6Fulfill the IEC 870-FT2 class 达到了…级标准 6Gangway 贯通道(编组车厢之间) 5Gauge 仪表 1Gearwheel 大齿轮 3Generator 发电机 1Genius 独特优点 3Geotechnical screen 土力屏障 2Given class 给定的一类 7Grade at~地面 4Grade separation 立体交叉 4Gradient 梯度 3Greasing 注油 3Halt 停下 3Hand-plug 手插式 6Hauled coach 拖车 5Headway 行车间隔 3Heavy duty track 重型轨道 2High service frequency 发车间隔短 4Hinged 铰接 5Hollow 中空的 3Horse power 畜力 1Hose 软管 1Hydraulic 液压的 1ICE intercity express 3IEC International Electro technical Commission 国际电工委员会 6IEEE Institute of Electrical and Electronics Engineers电气和电子工程师协会 6精选文库Impending 即将到来的 3Impregnate 灌注 2Inauguration procedure 初运行 6Inductive loop cable 感应的线圈 3Inductrack (线圈永磁)磁悬浮 5Industrial frequency 工频 7Industrial railway 工矿铁路 2Interchanging hub 交换中心 1Inter-cooler 中间冷却器 1Interim 暂时 4Interlocking 联锁 3Interoperability 互操作性 6Jerk 颤动 5Jointly develop 联合开发 6Journal 轴颈 7Jumper cable 跨接电缆 6Junction point 枢纽站 5Kick 后坐力 1Knock off 撞坏 1Layout 布局 2Lead 导线 3Level track 平路 7Levitation 悬浮 2Lifting lug 吊耳 3Light duty track 轻型轨道 2Livening 激活 1Longitudinal 纵向梯度 1Maglev 磁浮 2Main reservoir(MR)主风缸 1Main-line 干线 7Medium 媒体 6Mimic panel 模拟盘 3Mosaic 镶嵌图案 4MU multiple unit 动车组 5Multiple unit 动车组 1Neutral section switch detector 中性段开关检测器 3Nimble 灵活的,敏捷的 5Oak 栎树 2Obsolescence circle 老化周期 5Octet 八位组(一字节) 6One power unit 动力单元/动车 5Operating practice 运营经验 5Operation on electrical sight 电气嘹望运行模式 3Overhead conductor 架空线触网 7精选文库Overhead wire 架空导线 3Own state of motion 原有运行状态 7Pandrol clip 弹性扣件 2Pantograph 受电弓 1Parabola 抛物线 3Particle accelerator 粒子加速器 5Payload-hauling 有效载荷;载重量 5Permagnet 永磁 5Permissive block system 容许闭塞系统 3Pertaining to 附属于 6Pinion 小齿轮 3Piston 活塞 1Pit 井 1Plague 给…引麻烦 4Plate-way 板式铁路 1Pneumatic 气动的 1Point 尖轨 4Poll 轮询 6Polling rate 轮询率/刷新率 3Prerequisite 必备条件 3Preservative 防护层 2Prime mover 原动力 5Prognostic factor 预后因素(推测结果的依据) 2Pump 泵 1Rack 支架 6Rail anchors 防爬器(轨上) 2Railroad tie =sleeper 轨枕 2Rare-earth 稀土 5Rear(in ~) of 后部 4Reciprocating pump 往复泵 1Rectifier 整流器 7Reducing valve 减压阀 1Re-emergence 再度出现 4Reference implementation 实施参考 6Regional rail 通勤铁路 2Repeater 中继器 4Replenish 重装满 1Reprofile 修轮 3Repulsive force 斥力 5Resilient pad 弹性垫 2Retardation 制动 7Retrofit 翻新;(配)装备 6Retrofitting 装备 6Return current brush 回流电刷 3精选文库Reversing time 换向时间 2Right of way 通行权 3Rigid coupler 刚性车钩 5Rolling stock 机车车辆 1Roster 名册 2Rotary pump 旋转泵 1Rubber 橡胶 3Rubber-tyred train 橡胶轮缘 2Rust 生锈 2Scenario 场景 2Section effect at the rear 尾部的截面效应 7Seepage 渗漏 2Semi-permanently coupled 半永久联挂 5Showcase 展示 4Shunter 扳道员,转辙员 2Signal box 调度室/信号楼 3Six-compartment 六节编组 4Sleeper 轨枕 2Sliding 打滑,空滑 7Slipping 打滑 7Snap 折断 2Soaked 浸泡过的 2Specification 规格 2Splice 铰接处 2Spoiler 扰流板 5Sporadic 偶发性的 6Spring up 涌现 2Squealing(noise)尖声噪声 3Staggered joint 错位峰 2Staith 装卸码头 1Standby current 维持电流 1Standstill 静止 7Star coupler 星形耦合器(分路器) 6Status quo 现状 2Steering 转向 3Stick out 显眼 1Straddled-beam 跨坐式 4Stranded train 故障列车 3Streetcar 有轨电车 1Strenuous 艰辛费力的 5Substation 变电所/辅变电站 7Sub-structure 路基 2Superimposed 叠加到 3Supplier 供应商 6精选文库Suspension tube 悬架管 3Switch zone 道岔区 3Switcher 调车机车 2Switching yard 调车场 1Synergy 协同 2Tail lamp 尾灯/后灯 3Task force 工作组 5Technical consideration 技术层面考虑 7Tender 供应 6Thermit welding 铝热焊 2Ticket hall 售票大厅 4Tile 瓦片 4Tilting train 摆式列车 5Timber 木料 2Toll-road 收费道路 1Topology 拓扑 6Topsoil 表土层 2Tow 牵引 4Track slot price 运价 2Train attributes 列车其他参数 3Train depot 车库 2Train order 车次 2Train resistance 列车阻力 7Train spotting 看火车 2Train-borne =on-board 列车载的 1Transformer-coupled 耦合变压器的 6Transit dependent 交通依赖者 4Transverse 横向的 3Tread 踏面 3Trolleybus 无轨电车 7Turboprop 涡轮螺旋桨发动机 5Turnaround time 折返时间 5Twisted wire pairs 双绞线 6Twisted wire segment 绞线段 6UIC International Union of Rail ways 国际铁路联盟 6Uncoupling 脱钩;解编 3Uniform speed 匀速 7Unroll 展开 5Urban rail train(URT)城市轨道交通 1Vehicle/guideway interaction 车轨相互作用 5Wagonway 马拉铁路 1Wayside 轨旁 3Web 轨腰 2Wheelset 轮对 3精选文库Whilst 同时 2WSP wheel slide protection 车轮防滑 3WTB wire train bus 绞线式列车总线 6-- 11。
轨道交通 专业英语

轨道交通专业英语概述轨道交通(Rail Transit)是指在固定轨道上行驶的乘客运输系统,一般包括轨道交通列车、轨道系统、电气化系统、信号控制系统以及车站和相应的设施。
轨道交通在现代城市中起着至关重要的作用,为人们提供了高效、安全、环保的出行方式。
在轨道交通行业中,使用专业英语进行沟通和交流是非常重要的,下面将介绍一些轨道交通行业中常用的专业英语词汇和短语。
轨道交通词汇1. 车辆和设备(Vehicles and Equipment)•轨道交通列车(Rail transit train)•地铁(Subway/metro)•有轨电车(Tram)•高铁(High-speed rail)•轨道(Track)•电气化系统(Electrification system)•信号控制系统(Signal control system)•车站(Station)•站台(Platform)•列车调度(Train dispatch)2. 运营和安全(Operations and Safety)•运营(Operation)•安全(Safety)•乘客(Passenger)•乘车票(Fare/ticket)•车票检查(Ticket inspection)•出口(Exit)•紧急制动(Emergency brake)•疏散(Evacuation)•火警报警(Fire alarm)•撤离指示(Evacuation instruction)3. 设计和施工(Design and Construction)•设计(Design)•施工(Construction)•轨道布置(Track layout)•钢轨(Rail)•超高强度混凝土(Ultra-high-strength concrete)•隧道(Tunnel)•桥梁(Bridge)•填方(Embankment)•复合结构(Composite structure)•前期工作(Preliminary work)轨道交通短语1. 交通出行(Transportation)•公共交通(Public transportation)•出行需求(Travel demand)•交通拥堵(Traffic congestion)•出行时间(Travel time)•交通规划(Transportation planning)•车辆管理(Fleet management)•车站布局(Station layout)•换乘站(Transfer station)•乘客满意度(Passenger satisfaction)2. 设计和建设(Design and Construction)•工程设计(Engineering design)•施工计划(Construction plan)•施工合同(Construction contract)•土建工程(Civil engineering)•设备采购(Equipment procurement)•施工进度(Construction progress)•资金预算(Budgeting)•工程验收(Project acceptance)3. 运营和维护(Operations and Maintenance)•运行图(Timetable)•运营管理(Operation management)•运行维护(Operation and maintenance)•车辆运行检查(Vehicle operation inspection)•安全检查(Safety inspection)•故障排除(Troubleshooting)•储备零件(Spare parts)•维修计划(Maintenance schedule)•运行日志(Operation log)结论轨道交通是现代城市中不可或缺的重要组成部分,掌握轨道交通行业的专业英语词汇和短语对于相关从业人员来说至关重要。
30城市轨道交通英语 (1)

翻译:如果列车司机超过一定的速度范围,导致该列车通过红色(危险) 信号或超过速度限制,该系统使用一个目标速度指示和声音警告来提 醒列车司机。
be likely to 很可能 e.g. He is not likely to be elected. 他不可能当选。 Many jobs are likely to be lost. 就业机会可能会大量流失。
打扰一下,我坐着轮椅,如何才能进入车站上车? wheelchair ['hwi:l,tʃεə] n..轮椅 e.g. She has been able to cast aside (= stop using)
her wheelchair. 她能丟掉轮椅了。
Section Two Listening: Subway in Beijing
4. Why does Luo Bing think Beijing metro is like an invisible wing?
Because he thinks you can take Beijing Metro to fly to everywhere
5. Why does Li Ziqing think the biggest threat to Beijing security system could be in the metro?
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4 interlocking principles4 连锁规则4.1 safe routes through an interlocking4.1 安全进路通过一个联锁The term “interlocking”is used with two meanings. First, “an interlocking”is the interlocking plant where points and signals are interconnected in a way that each movement follows the other ill a proper and safe sequence(see Section 1.2). Second, the principles to achieve a safe interconnection between points and signals are also generally called ”interlocking”.“联锁”的概念在使用中有两个意思。
第一,“联锁”是指连锁设备。
如道岔和信号机,以这样的方式相互关联,每一个动作受约束与另一个(动作),来保证合适而安全的结果(见1-2段)。
第二,为了达成在道岔和信号机之间的安全互联而存在的规则也通常称为“联锁”。
The route a train could use through an interlocking must meet the following conditions:列车可以使用的通过联锁的进路,必须达到一下的情形:⏹All points must be set properly and locked,⏹所有道岔不许被设置在合适的位置,同时被锁闭,⏹Conflicting routes must be locked,⏹抵触进路必须被锁闭,⏹The track must be clear.⏹线路必须出清。
This is provided by the following functions:这些要求可以由以下功能提供:⏹Interlocking between points and signals,⏹道岔与信号机之间的联锁,⏹Route locking,⏹进路锁闭⏹Locking conflicting routes,⏹抵触进路锁闭,⏹Flank protection,⏹侧面防护⏹Track clear detection.⏹轨道线路出清检测On railways where the signals for train movements are separated from those for shunting movements (main and shunt signals), the interlocked routes for train movements are also considered separately from those for shunting movements. Some of the requirements for a train route are not in effect for a shunt route. So, a shunt route may govern a shunting movement into an occupied track. And, flank protection (protection against inadmissible movements on converging tracks) is usually also not required for shunt routes. There are also railways, where interlocked routes are only required for train movements, while shunting movements are carried out without protection by the interlocking system. This is especially typical for ancient German interlocking systems. On North American railways where train movements are not as strongly separated from shunting movements, the same interlocked routes may be used both for train and shunting movements. A train route starts always at an interlocking signal (the entrance signal of the route). The exit of a route can be:在轨道上,列车运行的信号与调车运行的信号是区分开的(主信号与调车信号)。
列车运行的联锁进路也被认为是与调车运行的联锁进路相区分的,列车进路中的某些要求在调车进路中是无效的。
所以,一个调车进路可以控制一个调车运行进入一个已被占用的轨道区段。
同时在调车进路中侧面防护通常也不被要求。
(侧面防护:为禁止在汇合轨道上的不被允许的列车运行而进行的防护)。
也有一些轨道交通中,联锁进路只在列车运行中被要求,而调车运行可以在无联锁系统防护的情况下执行。
这在以前德国联锁系统中是很典型的,而在北美的轨道交通中,列车运行与调车运行的区分并不是很清晰,列车与调车运行可以使用同一个联锁进路。
一个列车进路的始端通常是一个联锁信号机(入口信号机或进路)。
而进路的终端可以是:⏹Another interlocking signal (the exit or destination signal of the route),⏹另一个联锁信号机(出口信号机或目标信号机)⏹The end of the interlocking or home signal limits.⏹联锁区段的终点或是进站信号机界限Interlocked routes with an entrance and an exit signal are routes between successive interlocking signals within the same interlocking or home signal limits (see Section 1.2). On railways where overlaps are required, even the points within the overlap behind the exit signal will be interlocked to the entrance signal (Figure 4.1 a). Because the clearance of the section between the entrance and the exit signal is checked by the interlocking system, this kind of an interlocked route also directly ensures a safe train separation. Thus, there is no need to install a block system between these signals.有入口和出口信号机的进路是在连续的连锁信号机之间的进路,这些信号机有同样的联锁或进站信号区域(见1.2段)在有重叠的轨道区段,在出口信号机之后重叠区段内的道岔也要与入口信号机相联锁,因为在入口信号机和出口信号机之间的轨道区段的出清检测是由联锁系统进行的。
这种联锁进路也直接确保了安全列车间隔,所以这些信号机之间不必再建立闭塞系统。
Interlocked routes with tile exit at the end of the interlocking or home signal limits govern train movements to leave these limits. Such a route cannot ensure a safe train separation. The route leads into a section of line that may be protected by a block system or by written or verbal instructions. On North American railways, the route will always end at a controlled signal facing in the opposing direction that limits the interlocking (Figure 4.1 b). Sometimes, this signal is called an “exit signal”at interlocked routes between adjacent interlocking signals of the same direction as explained above. On European railways, the exit of the route is a track section behind the last points of the route. As an essential difference to North American practice, this track section is not necessarily Associated with an opposing controlled signal.在联锁信号或或进站信号区域末尾的地方有出口指示的联锁进路会控制列车运行通过这些区域。
这样的进路无法保证安全列车间隔。
这种进路的结果是使线路的一个区段,由闭塞系统或由书面与口头知识来保护,在北美的轨道交通中,进路的终端通常是一个面向反方向的受控信号机,这样来分界联锁。
有时,这样的信号机被称为一个“出口信号机”,但是这个名称不应该与另一个“出口信号机”的用法混淆。