WO2015014264A1 - 铁路防灾立体监测系统、信号处理系统及监测报警系统 - Google Patents
铁路防灾立体监测系统、信号处理系统及监测报警系统 Download PDFInfo
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- WO2015014264A1 WO2015014264A1 PCT/CN2014/083195 CN2014083195W WO2015014264A1 WO 2015014264 A1 WO2015014264 A1 WO 2015014264A1 CN 2014083195 W CN2014083195 W CN 2014083195W WO 2015014264 A1 WO2015014264 A1 WO 2015014264A1
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- fiber grating
- disaster prevention
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- railway
- signal
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- 238000012544 monitoring process Methods 0.000 title claims abstract description 109
- 230000002265 prevention Effects 0.000 title claims abstract description 67
- 238000012545 processing Methods 0.000 title claims abstract description 45
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Classifications
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B61—RAILWAYS
- B61L—GUIDING RAILWAY TRAFFIC; ENSURING THE SAFETY OF RAILWAY TRAFFIC
- B61L23/00—Control, warning or like safety means along the route or between vehicles or trains
- B61L23/04—Control, warning or like safety means along the route or between vehicles or trains for monitoring the mechanical state of the route
- B61L23/041—Obstacle detection
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B61—RAILWAYS
- B61L—GUIDING RAILWAY TRAFFIC; ENSURING THE SAFETY OF RAILWAY TRAFFIC
- B61L23/00—Control, warning or like safety means along the route or between vehicles or trains
- B61L23/04—Control, warning or like safety means along the route or between vehicles or trains for monitoring the mechanical state of the route
- B61L23/042—Track changes detection
- B61L23/048—Road bed changes, e.g. road bed erosion
Definitions
- the invention relates to the technical fields of optical fiber sensing, signal processing, industrial informationization, dangerous rock falling stone protection and monitoring, and specifically, through the integration of the protective net monitoring technology and the collapse rockfall monitoring technology, the three-dimensional monitoring and alarming of the dangerous rock falling rock is applied to Safety monitoring of dangerous rock falling rocks along the railway. Background technique
- Collapsed rock is one of the three major natural disasters (landslides, mudslides, and collapses) in mountainous areas of China.
- Rock collapses occur frequently in steep slopes where rock mass is exposed, folds are fractured, and weathering is severe.
- the phenomenon of collapse and falling rocks occurred, and the railways and vehicles were slightly damaged. The roads were interrupted and the railway transportation was seriously damaged.
- the collapse and falling rocks disaster has seriously threatened the safety of railway transportation and the safety of passengers. It has had a tremendous impact on railway transportation production, safety management, operational efficiency, economic and social benefits, and has become an important constraint to the development of China's western regions and the development of transportation. .
- the mountainous railways are mainly in foggy, rainy and few people's areas. Equipment maintenance is difficult. Generally, external equipments have hidden dangers of damage and theft.
- the high-voltage lines along the railways will form a strong high-voltage electromagnetic field.
- the weak electric signals on the rails are prone to electromagnetic interference.
- Railway disaster prevention monitoring and alarm faces many difficulties.
- Optical fiber sensing technology uses light waves as a carrier, and optical fibers as a medium to sense and transmit externally measured signals.
- the fiber is easy to accept the measured load, and is an excellent sensitive component.
- the fiber is safe (the fiber itself is not conductive), temperature resistant (high temperature, low temperature), anti-electromagnetic interference, anti-radiation, no electromagnetic interference and radiation.
- High-precision, interference-free real-time monitoring of objects suitable for iron Unmanned areas, no electricity areas, and long-term stable work in harsh environments.
- Passive prevention technology can comprehensively and effectively protect the target of falling rock disasters, but limited to the interception capability of passive protection systems, usually used to intercept small falling rocks.
- the effective setting of the passive protection system depends on the reliability of the prediction of the falling rock motion behavior, such as the acquisition of parameters such as the motion path, bounce height, motion speed, and kinetic energy.
- both active and passive control technologies are insufficient. Once the rock falls over or breaks through the passive protective net and enters the railway boundary, it will cause serious harm to the normal operation of the line;
- the monitoring location is not comprehensive, the monitoring program means defects, etc., resulting in serious system misreporting and false positives; (3) The prediction model and the alarm triggering conditions are more difficult to determine;
- the present invention proposes a railway disaster prevention stereoscopic monitoring and alarming system (also referred to as “virtual shed hole”) for overcoming rockfalls that overcomes the deficiencies of the prior art and meets the need for cost-effectiveness.
- a railway disaster prevention stereoscopic monitoring system for monitoring dangerous rock falling along a railway line, comprising: a fiber optic grating sensor individual or a distributed array thereof, and a fiber grating demodulator;
- the fiber grating demodulator and the fiber grating sensor or an array formed thereof are connected by a signal transmission fiber;
- the fiber grating sensor comprises a fiber grating tension sensor and a fiber grating vibration sensor, and the fiber grating tension sensor is pre- Installed in a set position of the flexible passive protective net, the fiber grating vibration sensor is disposed at a predetermined position of the rail.
- the fiber grating tension sensor monitors the associated network of the protection network, such as rockfall and broken mesh, by monitoring the pulling force of the support rope under the protection net;
- a fiber Bragg grating vibration sensor is used to monitor signals associated with the rockfall on the rail in real time; and all signals are returned to the fiber grating demodulator by the signal transmission fiber.
- the fiber grating in the fiber grating sensor may be reflective or transmissive.
- the fiber grating tension sensor in the railway disaster prevention stereo monitoring system is used for monitoring: a change in the force value of the wavelength of the fiber grating relative to the characteristic wavelength of the fiber grating when the flexible passive protection net is dropped And returning the wavelength variation of the fiber grating to the fiber grating demodulator.
- the fiber grating vibration sensor in the railway disaster prevention stereoscopic monitoring system according to the embodiment of the present invention is used for monitoring: a vibration amount signal of a wavelength of the fiber grating relative to a characteristic wavelength of the fiber grating when the rock falls within the railway boundary, The wavelength variation of the fiber grating is returned to the fiber grating demodulator.
- the railway disaster prevention stereoscopic monitoring system according to the embodiment of the invention, wherein the wavelength signal of the fiber grating sensor is transmitted to the fiber grating demodulator in real time.
- the fiber grating demodulator comprises: a laser emitting device for generating a laser; and an input/output port for outputting the laser to the signal transmission fiber and Receiving a returned laser light from the signal transmission fiber, wherein the signal transmission fiber is coupled to a fiber grating sensor, and the laser light is reflected by the fiber grating sensor and returned to the fiber grating demodulator, and wherein the laser is in the fiber grating sensor
- the wavelength of the reflected laser light changes in the case of external action, and there is a predetermined correlation between the change and the external action.
- the fiber grating tension sensor may be disposed on the support rope under the protection net.
- the fiber grating vibration sensor may be disposed on a lower side of the rail.
- the fiber grating demodulator can demodulate the signal returned from the fiber grating sensor and obtain a corresponding wavelength signal.
- a signal processing system comprising: a signal receiving device and a processor unit coupled to the signal receiving device, the signal receiving device for receiving from The signal of the railway disaster prevention stereo monitoring system; the processor unit is configured to determine by analysis:
- the signal processing system further includes a storage device, wherein pre-stored: a correspondence between the fiber grating sensor and the characteristic wavelength; a wavelength change and an impact measured by the fiber grating vibration sensor The relationship between the amount of energy and vibration; the correspondence between the impact energy or the amount of vibration and the risk of dangerous rock falling; the correspondence between the wavelength change and the tensile force of the support rope measured by the fiber grating tensile force sensor; Corresponding relationship between dangerous rockfall and broken net.
- the processor unit may further be configured to: Determining whether the wavelength signal corresponding to one or several grating fiber sensors disappears; and determining the magnitude of the impact energy of the protective net by the falling rock, whether the protective net fails, whether the falling rock enters the railway limit, and The location of the rockfall on the rails and / or which fiber optic cable is damaged.
- a railway disaster prevention stereo monitoring and alarming system for a dangerous rock falling along a railway line comprising: the above-mentioned railway disaster prevention stereo monitoring system; and the railway disaster prevention stereo monitoring system
- the above signal processing system an alarm system coupled to the signal processing system, wherein the signal processing system determines that the protective net occurs and/or reaches a dangerous level and the amount of vibration occurs and/or reaches a dangerous level,
- One or more ways to send out an alarm signal and/or intelligence information One or more ways to send out an alarm signal and/or intelligence information.
- the railway disaster prevention stereoscopic monitoring system and the signal processing system are remotely connected by wire or wirelessly.
- the railway disaster prevention stereoscopic monitoring and alarming system includes one or more of the railway disaster prevention stereoscopic monitoring systems, and the one or more railway disaster prevention stereoscopic monitoring systems are directed to one or more The signal processing system provides the collected information.
- the railway disaster prevention stereo monitoring system, the signal processing system and the monitoring alarm system can access other in-road systems and off-road information systems to improve the external intercommunication function of the system, and also provide accurate and effective alarm bands. To protect, and to protect the railway security operations.
- the railway disaster prevention stereo monitoring and alarming system of the invention can effectively judge the condition that the protection net intercepts the falling rock (falling stone energy level) and the falling rock breaking network, and after the monitoring and alarm feedback, it is judged whether the current falling rock of the protective net needs to be cleaned up and achieved. The level needs to be cleaned up. At the same time, in conjunction with the monitoring of the vibration signals on the rails, it can be concluded whether the falling rocks invade the railway boundary and further determine the situation of the falling rocks, thus forming a stereoscopic monitoring of the collapsed rocks.
- the railway disaster prevention stereo monitoring system with simple structure, adaptability and stability can be realized, especially in the railway no man's land, no electricity area and bad.
- DRAWINGS 1 is a general architectural diagram of a railway disaster prevention stereoscopic monitoring and alarming system according to an embodiment of the present invention
- FIG. 2 is a mounting diagram of a fiber grating tensile force sensor according to an embodiment of the present invention
- 3A and 3B are installation views of a fiber grating vibration sensor according to an embodiment of the present invention.
- FIG. 4 is a flow diagram of processing performed by a processor unit in a signal processing system in accordance with an embodiment of the present invention.
- the reference numerals are as follows:
- FIG. 1 is a general architectural diagram of a railway disaster prevention stereoscopic monitoring and alarming system according to an embodiment of the present invention, wherein 10 is a protection net, 20 is a rail, 101 is a fiber grating tension sensor, and 201 is a fiber grating vibration sensor.
- the railway disaster prevention stereo monitoring and alarm system shown in Figure 1 is combined with the "empty" monitoring of the protective net and the "land” monitoring of the rails to form a three-dimensional monitoring alarm for the collapsed rock.
- the railway disaster prevention stereoscopic monitoring and alarming system should be composed of at least three parts: a railway disaster prevention stereoscopic monitoring system (shown in FIG. 1), a signal processing system, and an alarm system.
- a railway disaster prevention stereoscopic monitoring system shown in FIG. 1
- a signal processing system for processing the railway disaster.
- an alarm system since the facility has high reliability requirements for the equipment, the system must have a self-diagnosis function. When the signal acquisition path of the device is damaged, the device can give a corresponding alarm signal to notify the staff to maintain.
- the main work of the railway disaster prevention stereo monitoring system is to collect the hazard information of the site and convert it into data, and send it to the signal processing system through transmission means such as signal transmission network; the main work of the signal processing system is to analyze according to the corresponding algorithm.
- the data transmitted by the railway disaster prevention stereo monitoring system, combined with the protection network monitoring and rail monitoring to comprehensively judge the falling rock situation, and issue the corresponding level of alarm signal to the alarm system; the main task of the alarm system is to receive the alarm signal sent by the signal processing system. After that, it can emit light, sound, electricity and other alarm means to inform the staff at all levels of the corresponding alarm information.
- the respective systems are described separately below.
- the railway disaster prevention stereoscopic monitoring system comprises: a fiber grating sensor individual or a distributed array composed thereof; and a fiber grating demodulator.
- the fiber grating demodulator and the fiber grating sensor or an array formed thereof are connected by a signal transmission fiber.
- the fiber grating sensor is divided into two types, one is a fiber grating tension sensor 101 disposed on the lower support rope 102 of the flexible passive protection net 10, and the other is disposed on a predetermined rail.
- a fiber grating vibration sensor 201 below 20 is used to monitor in real time the signal associated with falling rock within the railroad boundary and return the signal to the fiber grating demodulator.
- the fiber grating tension sensor 101 is mounted on the protective net 10, and the protective net system is arranged on the slope at a certain position on the slope to block the rolling stone (or falling object) on the slope. Avoid damage to the object to be protected, generally by diamond-shaped wire rope net or ring net (adding a layer of wire grille when intercepting small pieces of falling rock), fixing system (anchor, pull anchor rope, base and support rope), decompression
- the ring and the steel column are composed of four main parts.
- the support rope is a steel wire rope for realizing the metal flexible net to be laid in a design form and supporting and reinforcing the metal flexible net. The impact load must be transmitted from the flexible net to the support rope.
- the support rope must be designed to ensure that it has a constant response characteristic independent of the position of the impact point in the net.
- the support rope design of the pressure relief ring and/or the buffer rope is set at a specific position.
- the form also achieves the best balance between energy dissipation, sagging and maintenance requirements.
- the present invention by monitoring the change in the pulling force of the support rope under the flexible protective net, it is possible to achieve the purpose of monitoring the presence or absence of the falling rock impact protection net.
- 102 is the lower support rope
- 101 is the fiber grating tension sensor
- 10 is the protection net
- 103 is the decompression ring
- the flexible passive protection net system changes the force of the whole system when it is impacted by the falling rock.
- the lower support rope 102 is also subjected to the tensile force of the falling rock impact dispersion on the support rope, so that the fiber grating tension sensor 101 can be mounted on the lower support rope 102 of the flexible passive protective net 10, as shown in the figure. As shown in Fig. 2, it is used to monitor the change of the pulling force of the lower support rope 102, thereby achieving the tendency to monitor the deformation of the protective net system and whether the degree of danger is reached.
- the construction of the protective net monitoring system can realize the remote monitoring of the stress state of the protective net 10 in real time and provide early warning and alarm services.
- the fiber grating vibration sensor 201 is mounted on the lower side of the rail 20 in a shackle manner and fixed by a stainless steel screw.
- the fiber Bragg grating vibration sensor 201 can be deployed by means of a sensor with a single rail spacing of 25 meters, and a dual sensor simultaneous alarm strategy to achieve the monitoring function.
- 20 is a rail
- 201 is a fiber grating vibration sensor
- 202 is a gripper
- the fiber grating vibration sensor 201 can be mounted on the lower side of the rail in a parallel or perpendicular manner to the rail.
- the fiber grating vibration sensor 201 can also be mounted to a predetermined position of the track in other manners as needed.
- the fiber grating vibration sensor 201 is configured to monitor a vibration amount signal of a wavelength of the fiber grating relative to a characteristic wavelength of the fiber grating when the rock falls within the railway boundary, and return it to the fiber.
- Grating demodulator As an example, the fiber grating vibration sensor 201 is configured to monitor a vibration amount signal of a wavelength of the fiber grating relative to a characteristic wavelength of the fiber grating when the rock falls within the railway boundary, and return it to the fiber.
- Grating demodulator is configured to monitor a vibration amount signal of a wavelength of the fiber grating relative to a characteristic wavelength of the fiber grating when the rock falls within the railway boundary, and return it to the fiber.
- Fiber Bragg Grating Sensor is one of the most widely used fiber optic sensors. It can measure parameters such as strain, temperature, pressure, displacement, flow rate and liquid level.
- the sensing principle is generally based on changes in the grating period and the effective refractive index caused by changes in the measured parameters, resulting in changes in the grating characteristic wavelength (reflected wavelength), which are measured by measuring the amount of movement of the characteristic wavelength.
- the working principle of the FBG sensor is:
- Each fiber Bragg grating sensor receives laser light from a laser source, such as a fiber grating demodulator, and reflects back to a specific wavelength of laser light.
- a laser source such as a fiber grating demodulator
- the wavelength of the laser light reflected back by it is affected by the tension and vibration.
- the characteristic wavelength ⁇ of its reflection is between 1510 and 1590 nm.
- F tensile force
- k is a predetermined coefficient and is an empirical value or a test measured value.
- Fiber Bragg Grating Sensors have quasi-distributed networking (tens to hundreds of points), high measurement resolution (0.01% FS), measurement range (0KN to 300KN), wide operating temperature range, immunity to electromagnetic interference, corrosion resistance, and resistance Impact vibration, fatigue resistance, long service life and so on.
- the distributed array of sensors may comprise a plurality of fiber grating sensors, however, the sensor distributed array may also comprise only one fiber grating sensor.
- the distributed array of sensors may be connected in series, or connected in parallel, or may be combined in parallel and in series to form a certain topology network. For example, one sensor can be set on each object to be detected, and the sensors on multiple objects to be tested are connected in a certain way.
- the fiber grating sensor array may be connected to a plurality of branch optical paths, and each of the branch optical paths is connected to the main optical cable through the optical cable connection box, and each of the branch optical cables is connected to the fiber grating demodulating instrument by the main optical cable.
- the fiber grating signal is transmitted from the fiber grating demodulator to the fiber grating sensor through the fiber optic cable.
- the fiber grating demodulator transmits a predetermined laser beam, which may include a plurality of laser beams of a predetermined wavelength or a laser beam having a certain spectral width.
- each of the FBG sensors reflects a laser of a specific wavelength under normal conditions;
- the reflection wavelength of the FBG sensor changes (in extreme cases, the FBG sensor may also fail), thus causing the reflected laser wavelength to shift or disappear.
- the fiber grating demodulator monitors the effects of the external environment of each fiber grating sensor by comparing the wavelength changes of the laser light reflected back to the fiber grating demodulator.
- the wavelength of the fiber grating tension sensor 102 increases instantaneously and then becomes a negative value within a certain period of time, it indicates that the protective net 10 is damaged by the falling rock, and the protective net 10 breaks the net; if the wavelength of the reflected laser reaches a certain The predetermined value indicates that the tension of the lower support rope 102 of the sheet of protective net 10 has reached or exceeded a preset value, and the sheet of protective net 10 has a large amount of falling rock that needs to be cleaned; if a fiber grating vibration sensor 201 is obtained The wavelength of the reflected laser is shifted and rapidly increases at a certain moment, which means that the location of the sensor is affected by the falling rock; if the wavelength shifts faster, it indicates that the dangerous foreign matter (such as falling rock) has a large impact energy; If the laser that should be reflected by the sensor disappears, it is likely that the sensor is damaging the location.
- the signal processing system can be used to analyze the signals collected by the above-mentioned dangerous source signal acquisition system, and
- the signals generated by the (set) falling rock collision on the protective net 10 and the rail 20 will have a certain interval in time, and the waveforms of the signals will have significant similarities, so that the protective net 10 is aligned at the same position, for example, in real time. And the signal on the rail 20 can accurately determine the occurrence and scale of the falling rock, and effectively avoid false negatives and false positives.
- a signal processing system is required to analyze the signals collected from the above-described railway disaster prevention stereoscopic monitoring system.
- a signal processing system can analyze signals from a plurality of railway disaster prevention stereoscopic monitoring systems.
- the signal processing system can be connected to the railway disaster prevention stereo monitoring system by wired means such as optical cable.
- the signal processing system may be embodied as a computer server, which includes or connects to a corresponding database.
- the signal processing system includes a processor as a data processing and logic decision unit for analyzing and determining signals associated with sensor wavelength variations transmitted by the fiber grating demodulator.
- the center wavelength data of the sensor or the sensor array, the correspondence between the central wavelength change amount and the tensile force, the correspondence between the central wavelength change amount and the vibration amount are pre-stored in the server.
- the signal processing system receives the central wavelength change value.
- the wavelength of the fiber grating tension sensor 101 the wavelength belongs to, and since the amount of wavelength shift of the fiber grating tension sensor 101 is small compared with the characteristic wavelength of each of the sensors, generally only The amount is one or a few nanometers, and the wavelength after the change is generally well distinguished from the sensor characteristic wavelength of the adjacent band. In this way, after determining the characteristic wavelength signal, it can be determined which fiber grating is corresponding. The signal of the tension sensor 101. And, after determining the sensor, the mounting position of the lower support string 102 corresponding to the protective net 10 can be determined again.
- the value of the tensile force received by the lower support strand 102 corresponding to the wavelength shift of the sensor is determined.
- the tension sensed by the sensor corresponds to the wavelength shift of the sensor, and in turn, by monitoring the amount of wavelength shift to determine whether a considerable force to be measured occurs at the sensor mounting position. Again, it is judged that the tension value of the lower support rope 102 corresponds to the rockfall condition and severity of the sheet guard net 10. If the wavelength shift of the sensor increases rapidly until the sensor is full scale and then decreases, and is reduced to less than the value before the offset occurs, it indicates that the flexible passive protective net 10 has broken the net.
- the signal processing system also receives the wavelength signal of the fiber grating vibration sensor 201 mounted on the rail 20, and analyzes to determine which fiber grating vibration sensor 201 is involved in each wavelength signal, the wavelength variation involved, and the corresponding representative vibration. Whether the amount of vibration or the amount of vibration reaches a dangerous level (as shown in Figure 4). Additionally, the processor unit may be further configured to determine: whether the rate of increase in the amount of vibration is greater than a predetermined threshold relative to time.
- the wavelength signal that should appear disappears If the signal transmitted to the server does not include or interrupt the signal corresponding to a fiber grating sensor, it means that a serious situation occurs, such as the sensor being destroy. This requires immediate security processing. If the signal of all the sensors connected by a split cable disappears, it is likely that the cable is damaged. According to the criteria for the risk level, the server can classify it as "severe severe disaster situation" or "cable damage". The logical rules of judgment can be specifically set by the operator or modified.
- the alarm system after analyzing the information on the degree of disaster occurrence or hazard, sends the information to the relevant personnel in the form of a medium, such as the regional railway safety personnel, maintenance personnel, and superior decision makers.
- the alarm is divided into three levels, namely:
- Level 1 The protection network monitors the alarm, and the protection net is impacted
- Level 2 The protective net has no alarm, but the falling rock hits the rails and enters the railway limit;
- Level 3 The protective net alarms, and the falling stones reach the rails and enter the railway limit.
- the protection network monitoring alarm is divided into two modes: early warning and alarm. Among them, A grade (by impact) and B grade
- the person in charge of security monitoring may, according to the feedback of the alarm system, may notify or notify the relevant personnel through wired or wireless means, such as SMS alarm, sound and light alarm, software interface alarm, etc.
- a communication protocol with good openness and extensibility is used, which is convenient between the three systems. Data transmission, and is conducive to the establishment of a unified disaster prevention system.
- the railway disaster prevention stereoscopic monitoring and alarming system including the above various components has outstanding advantages such as accuracy, safety, immediateness, and low cost with respect to the existing methods.
- the system can also be compatible or parallel with other monitoring systems associated with railway tracks for comprehensive functionality.
- the invention is generally applicable to the monitoring of collapsed rockfall.
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Abstract
一种用于铁路沿线危岩落石的铁路防灾立体监测系统、信号处理系统及监测报警系统,铁路防灾立体监测报警系统包括:铁路防灾立体监测系统;与所述铁路防灾立体监测系统相连接的信号处理系统;以及与所述信号处理系统相连接的报警系统,在所述信号处理系统确定防护网(10)发生和/或达到危险程度及振动量发生和/或达到危险程度的情况下,以一种或多种方式发出报警信号和/或情报信息。
Description
铁路防灾立体监测系统、 信号处理系统及监测报警系统 本申请基于申请号为 201310324219.2、 申请日为 2013年 7月 30日的中国专利申请提 出, 并要求该中国专利申请的优先权, 该中国专利申请的全部内容在此引入本申请作为 参考。 技术领域
本发明涉及光纤传感、 信号处理、 工业信息化、 危岩落石防护及监测等技术领域, 具体地, 通过融合防护网监测技术及崩塌落石监测技术, 对危岩落石进行立体监测报 警, 适用于铁路沿线危岩落石的安全监测。 背景技术
崩塌落石是我国山区三大自然灾害(滑坡, 泥石流, 崩塌)之一, 在岩体裸露、 褶曲 断裂和风化较严重的陡坡地区经常发生崩塌落石灾害。 在山区, 崩塌落石现象时有发 生, 轻则使铁路和车辆遭到轻微毁坏, 重则使道路中断, 给铁路运输带来重大损失。 崩 塌落石灾害已严重威胁着铁路运输安全和旅客生命安全, 对铁路运输生产、 安全管理、 运营效率, 以及经济效益、 社会效益产生巨大影响, 已成为我国西部开发和交通建设大 发展的重要制约因素。 为此, 积极采取措施对崩塌灾害尽可能进行有效防护及监测预 警, 对于铁路运营以及乘客的生命财产安全有着重大深远的意义和影响。 由于形成崩塌 落石灾害的危岩体多分布于高陡边坡上, 从源头完全治理将耗费巨大的人力物力, 目前 更多的是采取灾前的落石防护措施。 在灾前边坡防护措施中, 柔性被动防护网以其固有 的施工简单、 维修方便、 技术先进、 安全可靠、 环保经济、 设计选型标准化等优点, 得 到了迅速的发展与普及, 应用在许多边坡防护工程中。 随着柔性被动防护网的发展, 避 免防护网单一被动的防护模式, 对防护网的工作情况实施全方位智能监测也势在必行。
山区铁路主要在多雾多雨少人地区, 设备维护困难, 一般外置设备存在损坏和盗窃的 隐患, 铁路沿线的高压线路会形成一个强高压的电磁场, 同时钢轨上弱电信号易产生电 磁干扰, 因此铁路防灾监测报警面临很多困难。 光纤传感技术采用光波为载体, 光纤为 媒质, 感知和传输外界被测量信号。 光纤容易接受被测量的荷载, 是一种优良的敏感元 件, 同时光纤具备安全(光纤本身不导电)、 耐温(高温、 低温)、 抗电磁干扰、 抗辐射、 不产生电磁干扰和辐射等特点, 可实现对物体的高精度、 无干扰的实时监测, 适合在铁
路无人区、 无电区以及恶劣的环境下长期稳定工作。
在铁路沿线崩塌落石监测技术方面, 国内外已开展了部分的研究与应用, 普遍存在 以下问题:
( 1 )被动防治技术可以全面有效保护落石灾害威胁对象, 但限于被动防护系统的拦截 能力, 通常用来拦截小型落石。 被动防护系统的有效设置依赖于落石运动行为预测的可靠 程度, 如运动路径、 弹跳高度、 运动速度、 动能等参数的获取。 目前, 主动和被动防治技 术都存在不足, 一旦落石跳过或冲破被动防护网进入铁路界限内将对线路正常运营产生 重大的危害;
(2) 监测位置不全面、 监测方案手段存在缺陷等, 造成系统漏报和误报现象严重; ( 3 ) 预报模型与报警触发条件的确定比较困难;
( 4) 单独的对防护网进行监测报警或单独对崩塌落石进行报警监测, 部分监测设备 费用昂贵, 无法大量应用。
针对上述问题, 本发明提出了一种克服现有技术的不足并且符合经济高效需求的用 于崩塌落石的铁路防灾立体监测报警系统 (又称 "虚拟棚洞" ) 。 发明内容
根据本发明的实施例, 提供了一种用于监测铁路沿线危岩落石的铁路防灾立体监测 系统, 包括: 光纤光栅传感器个体或者由其构成的分布式阵列, 以及光纤光栅解调仪; 其中, 所述光纤光栅解调仪与所述光纤光栅传感器或由其构成的阵列通过信号传输光纤 相连接; 所述光纤光栅传感器包括光纤光栅拉力传感器和光纤光栅振动传感器, 所述光 纤光栅拉力传感器预先安装在柔性被动防护网的设定位置, 所述光纤光栅振动传感器设 置在铁轨的预定位置。
优选地, 根据本发明实施例的铁路防灾立体监测系统, 所述光纤光栅拉力传感器通 过监测防护网下支撑绳的拉力, 进而实时地监测防护网落石以及破网等相关联的信号; 所述光纤光栅振动传感器用于实时地监测与铁轨上落石相关联的信号; 以及, 通过信号 传输光纤将所有信号返回给所述光纤光栅解调仪。 其中, 所述光纤光栅传感器中的光纤 光栅可以是反射型的, 也可以是透射型的。
优选地, 根据本发明实施例的铁路防灾立体监测系统中的光纤光栅拉力传感器, 用 于监测: 当柔性被动防护网落有落石时光纤光栅的波长相对于光纤光栅的特征波长的力 值变化量, 并将光纤光栅的波长变化量返回给所述光纤光栅解调仪。
优选地, 根据本发明实施例的铁路防灾立体监测系统中的光纤光栅振动传感器, 用 于监测: 当铁路界限内落有落石时光纤光栅的波长相对于光纤光栅的特征波长的振动量 信号, 并将光纤光栅的波长变化量返回给所述光纤光栅解调仪。
优选地, 根据本发明实施例的铁路防灾立体监测系统, 其中, 所述光纤光栅传感器 的波长信号实时传递给所述光纤光栅解调仪。
优选地, 根据本发明实施例的铁路防灾立体监测系统, 所述光纤光栅解调仪包括: 激光发射装置, 用于生成激光; 以及输入输出端口, 用于将激光输出到信号传输光纤中 并从所述信号传输光纤接收返回的激光, 其中, 所述信号传输光纤与光纤光栅传感器相 连接, 激光经光纤光栅传感器反射后返回到所述光纤光栅解调仪, 并且其中, 激光在光 纤光栅传感器内反射时, 在受到外部作用的情况下, 反射激光的波长发生变化, 且所述 变化与外部作用之间具有预定的相关性。
优选地, 根据本发明实施例的铁路防灾立体监测系统, 所述光纤光栅拉力传感器可 以设置在防护网下支撑绳上。
优选地, 根据本发明实施例的铁路防灾立体监测系统, 所述光纤光栅振动传感器可 以设置在铁轨的下侧。
优选地, 根据本发明实施例的铁路防灾立体监测系统, 所述光纤光栅解调仪可以对 从所述光纤光栅传感器返回的信号进行解调处理, 并得出相应的波长信号。
根据本发明的另一实施例, 提供了一种信号处理系统, 所述信号处理系统包括: 信 号接收装置和与所述信号接收装置相连接的处理器单元, 所述信号接收装置用于接收来 自所述铁路防灾立体监测系统的信号; 所述处理器单元, 设置成通过分析来确定:
1 ) 每个激光波长信号涉及哪个光纤光栅传感器;
2) 所涉波长的变化以及对应的所代表的防护网的受冲击能量或铁轨上的振动量;
3 ) 所述防护网是否受到落石冲击以及是否发生落石破网;
4) 落石的大小以及是否侵入铁路限界内。
优选地, 根据本发明实施例的信号处理系统, 所述信号处理系统还包括存储装置, 其中预先存储: 光纤光栅传感器与特征波长之间的对应关系; 波长变化和光纤光栅振动 传感器所测的冲击能量及振动量之间的关系; 冲击能量或振动量和发生危岩落石的危险 之间的对应关系; 波长变化和光纤光栅拉力传感器所测的支撑绳拉力之间的对应关系; 支撑绳拉力和发生危岩落石以及破网的对应关系。
优选地, 根据本发明实施例的信号处理系统, 所述处理器单元可以还设置成用于:
确定是否对应于一个或者几个光栅光纤传感器的波长信号消失; 以及根据预定的逻辑规 贝 u, 由此判断防护网受落石冲击能量的大小、 防护网是否失效、 落石是否进入铁路界限 内、 及落石砸在铁轨上的位置和 /或哪条光纤光缆损毁。
根据本发明的又一个实施例, 提供了一种用于铁路沿线危岩落石的铁路防灾立体监 测报警系统, 包括: 上述铁路防灾立体监测系统; 与所述铁路防灾立体监测系统相连接 的上述信号处理系统; 与所述信号处理系统相连接的报警系统, 在所述信号处理系统确 定防护网发生和 /或达到危险程度及振动量发生和 /或达到危险程度的情况下, 以一种或多 种方式发出报警信号和 /或情报信息。
优选地, 根据本发明实施例的铁路防灾立体监测报警系统, 所述铁路防灾立体监测 系统与所述信号处理系统通过有线或者无线方式远距离连接。
优选地, 根据本发明实施例的铁路防灾立体监测报警系统, 其包括一个或多个所述 铁路防灾立体监测系统, 并且所述一个或多个铁路防灾立体监测系统向一个或多个所述 信号处理系统提供收集到的信息。
根据本发明实施例的铁路防灾立体监测系统、 信号处理系统和监测报警系统能够接 入其它路内系统和路外信息系统, 来完善此系统的外部互通功能, 也给准确、 有效的报 警带来保障, 更为铁路安全运营保驾护航。
本发明的铁路防灾立体监测报警系统, 能有效的判断防护网拦截落石情况(落石能量 级)、 落石破网情况, 经所述监测报警反馈后判断出防护网当前落石是否需要清理以及达 到何种程度时需要清理。 同时配合对铁轨上振动信号的监测, 可得出落石是否侵入铁路 界限, 进一步确定落石的情况, 从而形成对崩塌落石的立体监测。 而且由于光纤的传输 延时几乎能够被忽略, 如果(一组)落石穿透了防护网, 那么该 (组)落石碰撞在防护网 和铁轨上而产生的信号将在时间上具有一定间隔, 并且信号的波形将会有明显的相似 性, 因此通过例如实时地比对同一位置处防护网和铁轨上的信号, 能够准确地判断落石 的发生及其规模, 高效地避免漏报和误报。 且采用当前先进的光纤光栅传感器以及与之 相配合的传输光纤, 可以实现结构简单、 适应性强、 稳定性好的铁路防灾立体监测系 统, 尤其是在铁路无人区、 无电区以及恶劣的环境下均可长期稳定工作, 从而能够为路 线维护工作以及及时发现可能的险情提供准确和详实的数据, 提供了一套完善可行的崩 塌落石立体监测报警系统。 附图说明
图 1 是根据本发明实施例的铁路防灾立体监测报警系统的总体架构图; 图 2是根据本发明实施例的光纤光栅拉力传感器的安装图;
图 3A和图 3B是根据本发明实施例的光纤光栅振动传感器的安装图;
图 4是根据本发明实施例的信号处理系统中的处理器单元执行的处理的流程图。 其中, 附图标记说明如下:
10防护网
20铁轨
101光纤光栅拉力传感器
102下支撑绳
103减压环
201光纤光栅振动传感器
202抱爪 具体实施方式
为使本发明的目的、 结构和优点更加清楚, 下面结合附图对本发明的优选实施例进 一步地进行详细描述。
图 1是根据本发明实施例的铁路防灾立体监测报警系统的总体架构图, 其中 10为防 护网, 20为铁轨, 101为光纤光栅拉力传感器, 201为光纤光栅振动传感器。 图 1所示的 铁路防灾立体监测报警系统分别由防护网的 "空" 中监测及铁轨 "陆"地监测相结合, 形成对崩塌落石的立体监测报警。
为达到上述目的, 根据本发明的铁路防灾立体监测报警系统至少应由三部分构成: 铁路防灾立体监测系统(如图 1所示)、 信号处理系统、 以及报警系统。 另外, 由于设施 对于设备可靠性要求较高, 系统须具备自我诊断功能, 当设备信号采集通路受损的时 候, 设备能给出相应的报警信号通知工作人员维护。
其中, 所示铁路防灾立体监测系统的主要工作是采集现场危险源信息并且转化成数 据, 以及通过信号传输网络等传输手段发送给信号处理系统; 信号处理系统的主要工作 是按照相应算法分析从铁路防灾立体监测系统传送来的数据, 以及结合防护网监测及铁 轨监测进行综合判断落石的情况, 并发出相应等级的报警信号到报警系统; 报警系统主 要任务是接收信号处理系统发送的报警信号后能够发出光、 声、 电等报警手段来告知各 级工作人员相应的报警信息。 下面分别描述各个系统。
铁路防灾立体监测系统
根据本发明的一实施例, 铁路防灾立体监测系统包括: 光纤光栅传感器个体或者由 其构成的分布式阵列; 和光纤光栅解调仪。 其中, 所述光纤光栅解调仪与所述光纤光栅 传感器或由其构成的阵列通过信号传输光纤相连接。 如图 1和 2所示, 所述的光纤光栅传 感器分为两种, 一种是设置在柔性被动防护网 10的下支撑绳 102上的光纤光栅拉力传感 器 101, 一种是设置在预定的铁轨 20下方的光纤光栅振动传感器 201, 用于实时地监测与 铁路界限内落有落石时相关联的信号, 并将该信号返回给所述光纤光栅解调仪。
光纤光栅拉力传感器 101安装于防护网 10上, 防护网系统是将以菱形钢丝绳网或环 形网为主的柔性栅栏设置于斜坡上一定位置, 用于拦截斜坡上的滚落石(或落物) 以避免 其破坏拟保护的对象, 一般由菱形钢丝绳网或环行网(需拦截小块落石时附加一层钢丝格 栅) 、 固定系统(锚杆、 拉锚绳、 基座和支撑绳) 、 减压环和钢柱四个主要部分构成。 支 撑绳是用以实现金属柔性网按设计形式铺挂、 对金属柔性网起支撑加固作用的钢丝绳。 冲击荷载必然要从柔性网传递给支撑绳, 因此支撑绳在设计上必须确保其具有与网内冲 击点位置无关的恒定响应特征, 在特定位置设置减压环和 /或缓冲绳的支撑绳设计形式, 除能实现这一功能外, 还实现了能量消散、 绳网下垂和维护需求间的最佳平衡。 根据本 发明, 通过监测柔性防护网下支撑绳拉力的变化, 能够达到监测有无落石冲击防护网的 目的。 如图 2所示, 其中 102为下支撑绳, 101为光纤光栅拉力传感器, 10为防护网, 103为减压环, 柔性被动防护网系统在受到落石冲击时, 整个系统受力情况发生变化, 下 支撑绳 102除了安装时的预拉力外, 还受到落石冲击分散到支撑绳上的拉力, 因此可以 将光纤光栅拉力传感器 101安装在所述柔性被动防护网 10的下支撑绳 102上, 如图 2所 示, 用于监测下支撑绳 102的拉力变化, 进而达到监测防护网系统的变形的趋势以及是 否达到危险程度。 由此, 构建防护网监测系统, 可以实现远程实时地监测防护网 10的受 力状态进而提供预警以及报警服务。
光纤光栅振动传感器 201 以抱装形式安装于铁轨 20下侧, 用不锈钢螺钉加以固定。 光纤光栅振动传感器 201可以通过传感器单轨间距 25米布设方式, 采用双传感器同时报 警策略来实现监测功能。 具体地, 如图 3A和 3B中所示, 其中 20为铁轨, 201为光纤光 栅振动传感器, 202为抱爪, 光纤光栅振动传感器 201可以与轨道平行或垂直的方式安装 在轨道的下侧。 然而, 光纤光栅振动传感器 201 也可以根据需要以其他方式安装在轨道 的预定位置。 作为一个示例, 光纤光栅振动传感器 201 用于监测当铁路界限内落有落石 时, 光纤光栅的波长相对于光纤光栅的特征波长的振动量信号, 并将其返回给所述光纤
光栅解调仪。
光纤光栅传感器是目前应用最为广泛的光纤传感器之一, 可测量应变、 温度、 压 力、 位移、 流量、 液位等参数。 其传感原理一般基于被测参数变化引起光栅周期和有效 折射率的变化, 从而导致光栅特征波长(反射波长)的变化, 通过测量特征波长的移动量 来测量上述参数。 根据本发明, 所述光纤光栅传感器的工作原理是:
每个光纤光栅传感器从激光源(比如光纤光栅解调仪)接收激光, 并反射回特定波长 的激光。 对于光纤光栅拉力或振动传感器 101、 201, 在拉力和振动的影响下, 由其反射 回的激光波长会发生偏移。 对于每个光纤光栅传感器, 其反射的特征波长 λ在 1510-1590nm之间。 波长偏移的量 Δ λ与拉力 (或振动量) F之间存在既定的关系, 该关 系式可以表示为:
Δ入 i=k*Fi ( 1 )
其中 k为预定的系数, 为一个经验值或试验测定值。
这样, 通过光纤光栅反射光的中心波长相对变化量来检测拉力或振动的相对变量。 光纤光栅传感器具有准分布式组网 (几十到几百点)、 测量分辨率高 (0.01%FS)、 测量范围 (0KN〜300KN)、 工作温度范围宽、 不受电磁干扰、 耐腐蚀、 抗冲击振动、 抗疲劳、 使用 寿命长等优点。
其中, 所述传感器分布式阵列可以包括多个光纤光栅传感器, 然而, 所述传感器分 布式阵列也可以仅仅包括一个光纤光栅传感器。 所述的传感器分布式阵列可以是串联连 接, 或者并联连接, 也可以是并联和串联相结合的方式, 从而构成一定的拓扑网络。 例 如, 每个被检测对象上可以设置一个传感器, 多个被测对象上的传感器经过一定的方式 连接。 具体地, 所述光纤光栅传感器阵列可以连接在多个分支光路中, 每个分支光路通 过光缆接续盒与主光缆连接, 由主光缆将各个分路光缆连接到光纤光栅解调仪器上。 其 中, 由所述光纤光栅解调仪向光纤光栅传感器通过光纤光缆发送激光信号。 一般地, 光 纤光栅解调仪发送预定的一束激光, 该束激光可以包括多个预定波长的激光, 也可以是 具有一定光谱宽度的激光。 按照预定设置, 正常状态下每个的光纤光栅传感器反射特定 波长的激光;
而在防护网 10或铁轨 20受到落石冲击的情况下, 光纤光栅传感器的反射波长产生变 化(在极端情况下也可能导致光纤光栅传感器失效), 因此将导致被反射的激光波长发生 偏移或者消失。 所述光纤光栅解调仪通过比较反射回到该光纤光栅解调仪的激光的波长 变化来监测各个光纤光栅传感器的外部环境对其所产生的影响。
通过本发明的铁路防灾立体监测系统, 可以收集得到关于某位置或者某局部区域例 如某乘务段发生的信息。 其中, 如果光纤光栅拉力传感器 102 的波长瞬间增大后又在某 一时间段内变为负值, 说明该片防护网 10受到落石冲击后, 防护网 10破网; 如果反射激 光的波长达到某个预定值, 说明该片防护网 10的下支撑绳 102所受拉力已经达到或者超 过了预先设定值, 该片防护网 10有大量堆积的落石, 需要清理; 如果得到某光纤光栅振 动传感器 201 反射的激光的波长发生偏移且在某一瞬间迅速变大, 这意味着该传感器所 在地方受到了落石冲击; 如果波长偏移速度较快, 说明危险异物(例如落石)冲击能量较 大; 而如果应该由该传感器反射的激光消失, 则说明很可能是损毁了该位置的传感器。 此时可以利用信号处理系统来分析上述危险源信号捕捉系统所收集的信号, 从而得出一 定的结论。
而且由于光纤的传输延时几乎能够被忽略, 如果(一组)落石穿透了防护网, 那么该
(组)落石碰撞在防护网 10和铁轨 20上而产生的信号将在时间上具有一定间隔, 并且信 号的波形将会有明显的相似性, 因此通过例如实时地比对同一位置处防护网 10和铁轨 20 上的信号, 能够准确地判断落石的发生及其规模, 高效地避免漏报和误报。
信号处理系统
根据本发明的原理, 需要设置信号处理系统来分析从上述铁路防灾立体监测系统收 集得到的信号。 优选地是, 一个信号处理系统可以分析来自众多个铁路防灾立体监测系 统的信号。 其中, 信号处理系统可以通过有线方式比如光缆与铁路防灾立体监测系统连 接。 可替换地, 也可以通过无线方式与铁路防灾立体监测系统连接, 以发送和传递信 息, 例如借助于卫星网络来实现信息的传递。
其中, 所述信号处理系统可以具体地实现为计算机服务器, 其包括或者连接相应的 数据库。 根据本发明, 所述信号处理系统, 包括处理器, 作为数据处理和逻辑判断单 元, 用于对光纤光栅解调仪发送的与传感器波长变化有关的信号进行分析和判断。 服务 器中预先存储传感器或传感器阵列中心波长数据, 中心波长变化量与拉力之间的对应关 系、 中心波长变化量与振动量的对应关系等。
当柔性被动防护网受到冲击载荷, 支撑绳受拉力增大, 信号处理系统接受到中心波 长变化值。 首先, 判断所述波长是属于哪个光纤光栅拉力传感器 101 的信号, 鉴于光纤 光栅拉力传感器 101 的波长偏移的量与每个所述传感器的特征波长相比较而言为很小的 值, 一般仅为一个或少数几个纳米的量, 且变化后的波长一般与相邻波段的传感器特征 波长也能够很好的区分。 这样, 确定了特征波长信号后就可以确定是对应哪个光纤光栅
拉力传感器 101的信号。 并且, 在确定传感器后就又可以确定对应于防护网 10的下支撑 绳 102的安装位置。 其次, 确定传感器的波长偏移所对应的下支撑绳 102受到的拉力值。 根据前文所述, 传感器所感测到的拉力与传感器的波长偏移相对应, 反过来也就可以通 过监测波长偏移的量来确定传感器安装位置处是否发生相当的待测受力。 再次, 判断下 支撑绳 102受拉力值对应该片防护网 10发生的落石情况以及严重程度。 如传感器的波长 偏移迅速增大到传感器满量程后又减小, 并且减小到比发生偏移前的数值还小的情况, 那么表明柔性被动防护网 10已经破网。 同时, 信号处理系统亦接收安装在铁轨 20上光纤 光栅振动传感器 201 的波长信号, 通过分析来确定每个波长信号涉及哪个光纤光栅振动 传感器 201、 所涉的波长的变化以及对应的所代表的振动量、 所述振动量是否达到危险程 度(如图 4所示) 。 另外, 处理器单元可以还设置成用于确定: 相对于时间, 所述振动量 增加的速度是否大于预定的阈值。
其中, 还需要判断应该出现的波长信号却消失的情况: 如果传输给服务器的传感器 信号中不包括或者中断对应某个光纤光栅传感器的信号, 则意味着发生了某种严重情 况, 比如该传感器被毁。 这需要马上进行安全处理。 如果是由一条分光缆连接的所有传 感器的信号消失, 则很可能是该条光缆被损毁。 根据危险度级别的判断标准, 服务器可 将其归纳为 "突发严重灾害情形"或 "光缆损毁"等。 判断的逻辑规则, 可以由操作人 员来具体设定, 或进行修改。
报警系统
报警系统, 在经过分析得到灾害发生或者危害程度的信息后, 将此信息以某种媒介 的形式发送给有关的人员, 比如区域负责铁路安全的人员、 维修人员, 和上级决策者。
其中, 报警分为三个级别, 分别为:
一级: 防护网监测报警, 防护网受到冲击;
二级: 防护网无报警, 但落石砸到铁轨上进入铁道限界内;
三级: 防护网报警, 同时落石砸到铁轨上进入铁道限界内。
其中, 防护网监测报警又分为预警和报警两种方式。 其中, A级(受到冲击)和 B级
(严重冲击)属于预警模式, C级 (破坏)属于报警模式。 可以根据各种传感器的峰值信 号的特征, 冲击持续时间及多点受冲击情况进行综合分析, 确定不同能级的阈值。
其中, 由负责安全监控的人员, 根据报警系统反馈的情况, 可以通过有线或者无线 的方式, 比如短信报警、 声光报警、 软件界面报警等, 向有关人员进行示警或通告。
其中, 在本发明中, 使用了开放性好、 可以扩展的通讯协议, 便于三个系统之间的
数据传输, 并且有利于建立统一的防灾体系。
这样, 包括上述各个组成部分的铁路防灾立体监测报警系统相对于现有的方式具有 准确、 安全、 即时和低成本等突出的优点。 该系统也可以与其他和铁路轨道有关的监测 系统相兼容或并行, 以实现综合性的功能。 本发明普遍适用于崩塌落石的监测情况。
本发明的功能特征不限于前面给出的那些例子, 这样可以设想本发明精神内的任意 种类的功能。 尽管已经结合本发明的优选实施例对本发明进行了说明, 但并非为了将本 发明限制为这里所阐述的具体例子。 相反, 本发明的范围仅受限于所述权利要求。
Claims
1. 一种铁路防灾立体监测系统, 包括:
光纤光栅传感器个体或者由其构成的分布式阵列, 以及光纤光栅解调仪; 其中, 所述光纤光栅解调仪与所述光纤光栅传感器或由其构成的阵列通过信号传输 光纤相连接; 所述光纤光栅传感器包括光纤光栅拉力传感器和光纤光栅振动传感器, 所 述光纤光栅拉力传感器预先安装在柔性被动防护网的设定位置, 所述光纤光栅振动传感 器设置在铁轨的预定位置。
2. 根据权利要求 1 所述的铁路防灾立体监测系统, 其中, 所述光纤光栅拉力传感器 通过监测防护网下支撑绳的拉力, 进而实时地监测防护网落石以及破网相关联的信号。
3. 根据权利要求 2 所述的铁路防灾立体监测系统, 其中, 所述光纤光栅拉力传感器 用于监测: 当柔性被动防护网落有落石时光纤光栅的波长相对于光纤光栅的特征波长的 力值变化量, 并将光纤光栅的波长变化量返回给所述光纤光栅解调仪。
4. 根据权利要求 1 所述的铁路防灾立体监测系统, 其中, 所述光纤光栅振动传感器 用于实时地监测与铁轨上落石相关联的信号。
5. 根据权利要求 4 所述的铁路防灾立体监测系统, 其中, 所述光纤光栅振动传感器 用于监测: 当铁路界限内落有落石时光纤光栅的波长相对于光纤光栅的特征波长的振动 量信号, 并光纤光栅的波长变化量其返回给所述光纤光栅解调仪。
6. 根据权利要求 1 所述的铁路防灾立体监测系统, 其中, 所述光纤光栅传感器中的 光纤光栅为反射型或透射型。
7. 根据权利要求 1 所述的铁路防灾立体监测系统, 其中, 所有信号通过信号传输光 纤返回给所述光纤光栅解调仪。
8. 根据权利要求 1 所述的铁路防灾立体监测系统, 其中, 所述光纤光栅传感器的波 长信号实时传递给所述光纤光栅解调仪。
9. 根据权利要求 1 所述的铁路防灾立体监测系统, 其中, 所述光纤光栅解调仪包 括: 激光发射装置, 用于生成激光; 以及输入输出端口, 用于将激光输出到信号传输光 纤中并从所述信号传输光纤接收返回的激光; 所述信号传输光纤与光纤光栅传感器相连 接, 激光经光纤光栅传感器反射后返回到所述光纤光栅解调仪, 并且其中, 激光在光纤 光栅传感器内反射时, 在受到外部作用的情况下, 反射激光的波长发生变化, 且所述变 化与外部作用之间具有预定的相关性。
10. 根据权利要求 9所述的铁路防灾立体监测系统, 其中, 所述光纤光栅解调仪对从
所述光纤光栅传感器返回的信号进行解调处理, 并得出相应的波长信号。
11. 根据权利要求 1-10 之一所述的铁路防灾立体监测系统, 其中, 所述光纤光栅拉 力传感器设置在防护网下支撑绳上。
12. 根据权利要求 1-10 之一所述的铁路防灾立体监测系统, 其中, 所述光纤光栅振 动传感器设置在铁轨的下侧。
13. 一种信号处理系统, 所述信号处理系统包括:
信号接收装置和与所述信号接收装置相连接的处理器单元;
所述信号接收装置用于接收来自根据权利要求 1-12之一所述的铁路防灾立体监测系 统的信号; 所述处理器单元, 设置成通过分析来确定:
1 ) 每个激光波长信号涉及哪个光纤光栅传感器;
2) 所涉波长的变化以及对应的所代表的防护网的受冲击能量或铁轨上的振动量;
3 ) 所述防护网是否受到落石冲击以及是否发生落石破网;
4) 落石的大小以及是否侵入铁路限界内。
14. 根据权利要求 13 所述的信号处理系统, 其中, 所述信号处理系统还包括存储装 置, 其中预先存储: 光纤光栅传感器与特征波长之间的对应关系; 波长变化和光纤光栅 振动传感器所测的冲击能量及振动量之间的关系; 冲击能量或振动量和发生危岩落石的 危险之间的对应关系; 波长变化和光纤光栅拉力传感器所测的支撑绳拉力之间的对应关 系; 支撑绳拉力和发生危岩落石以及破网的对应关系。
15. 根据权利要求 13 所述的信号处理系统, 其中, 所述处理器单元还设置成用于: 确定是否对应于一个或者几个光栅光纤传感器的波长信号消失; 以及根据预定的逻辑规 贝 U, 由此判断防护网受落石冲击能量的大小、 防护网是否失效、 落石是否进入铁路界限 内、 及落石砸在铁轨上的位置和 /或哪条光纤光缆损毁。
16. 一种铁路防灾立体监测报警系统, 包括:
根据权利要求 1-12之一所述的铁路防灾立体监测系统;
与所述铁路防灾立体监测系统相连接的根据权利要求 13-15 之一所述的信号处理系 统; 以及
与所述信号处理系统相连接的报警系统, 在所述信号处理系统确定防护网发生和 /或 达到危险程度及振动量发生和 /或达到危险程度的情况下, 以一种或多种方式发出报警信 号和 /或情报信息。
17. 根据权利要求 16 所述的铁路防灾立体监测报警系统, 其中, 所述铁路防灾立体
监测系统与所述信号处理系统通过有线或者无线方式远距离连接。
18. 根据权利要求 16 所述的立体监测报警系统, 其中, 所述铁路防灾立体监测报警 系统包括一个或多个所述铁路防灾立体监测系统, 并且所述一个或多个铁路防灾立体监 测系统向一个或多个所述信号处理系统提供收集到的信息。
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Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104724140A (zh) * | 2015-03-09 | 2015-06-24 | 华东交通大学 | 轨道电路行车安全监测系统 |
CN107288687A (zh) * | 2017-08-09 | 2017-10-24 | 招商局重庆交通科研设计院有限公司 | 断裂带隧道施工地表变形监测系统 |
CN111289992A (zh) * | 2020-03-31 | 2020-06-16 | 上海应用技术大学 | 一种用于预防危岩体地质灾害的位移监测装置 |
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US12037030B2 (en) | 2018-11-26 | 2024-07-16 | Prodes Gmbh | Measuring apparatus for monitoring a railway track including an optical fiber being releasably clamped in rail fastening |
Families Citing this family (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB201521116D0 (en) * | 2015-11-30 | 2016-01-13 | Optasense Holdings Ltd | Tracking using distributed fibre optic sensing |
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Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20040149897A1 (en) * | 2002-11-12 | 2004-08-05 | Fibera, Inc. | Structure analysis and defect detection system |
US20060202860A1 (en) * | 2005-03-10 | 2006-09-14 | Fibera, Inc. | Fiber optic track circuit |
CN102079319A (zh) * | 2009-11-30 | 2011-06-01 | 同方威视技术股份有限公司 | 铁路落石预警系统及铁路落石预警方法 |
CN102354433A (zh) * | 2011-10-14 | 2012-02-15 | 武汉理工光科股份有限公司 | 基于光纤光栅传感技术的铁路边坡危岩落石监测报警系统 |
CN202743278U (zh) * | 2011-12-23 | 2013-02-20 | 同方威视技术股份有限公司 | 防护网信息采集、分析和监测系统 |
CN103150859A (zh) * | 2013-02-01 | 2013-06-12 | 北京佳讯飞鸿电气股份有限公司 | 基于光纤光栅的异物侵限监测系统 |
CN203558089U (zh) * | 2013-07-30 | 2014-04-23 | 同方威视技术股份有限公司 | 铁路防灾立体监测系统和铁路防灾立体监测报警系统 |
Family Cites Families (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP4852459B2 (ja) * | 2007-03-29 | 2012-01-11 | 公益財団法人鉄道総合技術研究所 | 線路異常監視方法及び装置 |
JP2009216396A (ja) * | 2008-03-07 | 2009-09-24 | Mitomi Giken:Kk | 空気圧計測方法及びその計測装置 |
CN101249835B (zh) * | 2008-03-28 | 2010-06-09 | 江苏今创安达交通信息技术有限公司 | 高速铁路异物侵入监测系统 |
CN201800737U (zh) * | 2010-09-21 | 2011-04-20 | 中国铁道科学研究院电子计算技术研究所 | 铁路防灾安全监控系统 |
CN103171594A (zh) * | 2011-12-23 | 2013-06-26 | 同方威视技术股份有限公司 | 铁路异物侵线监测 |
CN203070489U (zh) * | 2012-11-19 | 2013-07-17 | 同方威视技术股份有限公司 | 铁路沿线危岩落石监控报警系统 |
-
2013
- 2013-07-30 CN CN201310324219.2A patent/CN104340239B/zh active Active
-
2014
- 2014-07-29 WO PCT/CN2014/083195 patent/WO2015014264A1/zh active Application Filing
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20040149897A1 (en) * | 2002-11-12 | 2004-08-05 | Fibera, Inc. | Structure analysis and defect detection system |
US20060202860A1 (en) * | 2005-03-10 | 2006-09-14 | Fibera, Inc. | Fiber optic track circuit |
CN102079319A (zh) * | 2009-11-30 | 2011-06-01 | 同方威视技术股份有限公司 | 铁路落石预警系统及铁路落石预警方法 |
CN102354433A (zh) * | 2011-10-14 | 2012-02-15 | 武汉理工光科股份有限公司 | 基于光纤光栅传感技术的铁路边坡危岩落石监测报警系统 |
CN202743278U (zh) * | 2011-12-23 | 2013-02-20 | 同方威视技术股份有限公司 | 防护网信息采集、分析和监测系统 |
CN103150859A (zh) * | 2013-02-01 | 2013-06-12 | 北京佳讯飞鸿电气股份有限公司 | 基于光纤光栅的异物侵限监测系统 |
CN203558089U (zh) * | 2013-07-30 | 2014-04-23 | 同方威视技术股份有限公司 | 铁路防灾立体监测系统和铁路防灾立体监测报警系统 |
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104724140A (zh) * | 2015-03-09 | 2015-06-24 | 华东交通大学 | 轨道电路行车安全监测系统 |
CN107288687A (zh) * | 2017-08-09 | 2017-10-24 | 招商局重庆交通科研设计院有限公司 | 断裂带隧道施工地表变形监测系统 |
US12037030B2 (en) | 2018-11-26 | 2024-07-16 | Prodes Gmbh | Measuring apparatus for monitoring a railway track including an optical fiber being releasably clamped in rail fastening |
CN111289992A (zh) * | 2020-03-31 | 2020-06-16 | 上海应用技术大学 | 一种用于预防危岩体地质灾害的位移监测装置 |
CN113306601A (zh) * | 2021-05-31 | 2021-08-27 | 湖北铁安检测技术有限公司 | 一种铁路轨道变形自动监测系统及其用途 |
CN115195820A (zh) * | 2022-08-30 | 2022-10-18 | 中车青岛四方机车车辆股份有限公司 | 一种列车安全防护装置及列车 |
CN115830809A (zh) * | 2022-11-28 | 2023-03-21 | 河南辉煌科技股份有限公司 | 泥石流报警智能电网传感器及监测方法 |
CN115830809B (zh) * | 2022-11-28 | 2024-05-03 | 河南辉煌科技股份有限公司 | 泥石流报警智能电网传感器及监测方法 |
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