CN109975824A - It is a kind of for wearing the contactless platform boundary laser ranging method of track - Google Patents
It is a kind of for wearing the contactless platform boundary laser ranging method of track Download PDFInfo
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- CN109975824A CN109975824A CN201711451447.0A CN201711451447A CN109975824A CN 109975824 A CN109975824 A CN 109975824A CN 201711451447 A CN201711451447 A CN 201711451447A CN 109975824 A CN109975824 A CN 109975824A
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01S—RADIO DIRECTION-FINDING; RADIO NAVIGATION; DETERMINING DISTANCE OR VELOCITY BY USE OF RADIO WAVES; LOCATING OR PRESENCE-DETECTING BY USE OF THE REFLECTION OR RERADIATION OF RADIO WAVES; ANALOGOUS ARRANGEMENTS USING OTHER WAVES
- G01S17/00—Systems using the reflection or reradiation of electromagnetic waves other than radio waves, e.g. lidar systems
- G01S17/02—Systems using the reflection of electromagnetic waves other than radio waves
- G01S17/06—Systems determining position data of a target
- G01S17/46—Indirect determination of position data
- G01S17/48—Active triangulation systems, i.e. using the transmission and reflection of electromagnetic waves other than radio waves
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- Radar, Positioning & Navigation (AREA)
- Remote Sensing (AREA)
- Length Measuring Devices By Optical Means (AREA)
- Machines For Laying And Maintaining Railways (AREA)
Abstract
本发明是关于一种测量磨损后轨道站台界限的激光测距法,属于测量技术领域,主要通过激光测距仪来进行测量。能够准确测量实际运营中已经磨损后轨道站台界限的距离。这种方法不仅可以使人员和设备不下道就可以完成测量作业,并且考虑到了实际磨损轨道与理论轨道的差别而更加的精确,更能运用到实际之中。
The invention relates to a laser distance measuring method for measuring the boundary of a track platform after wear, belonging to the technical field of measurement, and is mainly measured by a laser distance meter. It is possible to accurately measure the distance to the limit of the track platform that has been worn out in actual operation. This method not only enables personnel and equipment to complete the measurement without leaving the track, but also takes into account the difference between the actual wear track and the theoretical track, which is more accurate and can be applied in practice.
Description
技术领域technical field
本发明是关于一种测量磨损后轨道站台界限的激光测距法,属于测量技术领域,主要通过激光测距仪来进行测量。能够准确测量实际运营中已经磨损后轨道站台界限的距离。对站台界限距离的精确把握是车辆安全通过的必要保障,站台建筑限界是构成铁路建筑限界的重要组成部分。The invention relates to a laser distance measuring method for measuring the boundary of a track platform after wear, belonging to the technical field of measurement, and the measurement is mainly performed by a laser distance meter. It is possible to accurately measure the distance to the limit of the track platform that has been worn out in actual operation. Accurate control of the distance of the platform boundary is a necessary guarantee for the safe passage of vehicles, and the platform building boundary is an important part of the railway building boundary.
背景技术Background technique
目前大部分的站台界限测量方法分为两种:第一种,为人工接触式测量,主要测量工具是站台限界测量尺和数显式的测量仪。这种方式的弊端是测量人员必须下道进行操作,而且需要多个人同时下行车股道测量,必须在铁路维修天窗作业的时间完成测量,并且需要提前一周申报,有限的维修天窗作业时间很难满足作业人员按时完成站台限界定期测量的工作。站台建筑限界数据需要及时更新,如果不能定期更新,对行车运输安全造成很大的安全隐患。现在的测量方式费事费力,工作效率较低,误差大,基本上是由测量人员的人为误差和测量误差组成的。At present, most of the platform limit measurement methods are divided into two types: the first one is manual contact measurement. The main measurement tools are the platform limit measuring ruler and the digital display measuring instrument. The disadvantage of this method is that the surveyors must go down the road to perform the operation, and multiple people need to go down the train at the same time to measure the track. The measurement must be completed at the time of the railway maintenance sunroof operation, and it needs to be reported one week in advance, and the limited maintenance sunroof operation time is difficult. Satisfy the work of the operator to complete the regular measurement of the platform limit on time. The platform building boundary data needs to be updated in a timely manner. If it cannot be updated regularly, it will cause a great safety hazard to traffic safety. The current measurement method is labor-intensive, low in efficiency and large in error, which is basically composed of human error and measurement error of the measurement personnel.
第二种,利用简陋的发射仪器而进行简单的测试与计算,虽然避免的人工操作所带来的繁琐和部分误差,但由于其粗略的计算方法,以及忽略了轨道在实际运营以及磨损的情况下,与人工测量的误差相比,相差不远。The second is to use simple launching instruments to conduct simple tests and calculations. Although the tedious and partial errors caused by manual operations are avoided, due to its rough calculation method and ignoring the actual operation and wear of the track Compared with the error of manual measurement, it is not far behind.
为了解决上述测量过程中所遇到的问题,研究出了一套“用于测量磨损后轨道站台界限距离的激光测距法”。这种方法不仅可以使人员和设备不下道就可以完成测量作业,并且考虑到了实际磨损轨道与理论轨道的差别而更加的精确,更能运用到实际之中。In order to solve the problems encountered in the above-mentioned measurement process, a set of "laser ranging method for measuring the limit distance of rail platform after wear" has been developed. This method not only enables personnel and equipment to complete the measurement without leaving the track, but also takes into account the difference between the actual wear track and the theoretical track, which is more accurate and can be applied in practice.
发明内容SUMMARY OF THE INVENTION
目前站台建筑界限的测量方法之一是接触式的,测量人员必须下道操作,在有限的时间内完成工作,工作效率低,这种测量方式直接影响着行车安全。另一种方法是使用简陋测量仪器以及粗略的计算方法测量理论轨道,得出来的数据不仅误差比较大,而且很难利用到实际之中。为解决这一问题,本发明提出一种用于测量磨损后轨道站台界限距离的激光测距法。这套新方法的优势在于:通过使用激光测距仪来实施激光而非接触式测距法,设备和测试人员在站台上工作,远距离控制激光测距仪进行发射激光和信号接受,再使用精确的算法,准确计算界限数据,再通过新轨道与旧轨道的对比,研究磨损后轨道的特性,进而获得在实际磨损情况下,较为精确的站台界限距离。设备和测量人员处于安全区,也消除了由于人员测试而带给列车运行的安全隐患。这种方法测量省时省力实际精确。本发明测量磨损后轨道站台限界的非接触式激光测距法其优势十分明显:At present, one of the measurement methods for the limits of the platform building is the contact type. The measurement personnel must go down the road to complete the work within a limited time, and the work efficiency is low. This measurement method directly affects the driving safety. Another method is to use simple measuring instruments and rough calculation methods to measure theoretical orbits. The data obtained are not only inaccurate, but also difficult to use in practice. In order to solve this problem, the present invention proposes a laser ranging method for measuring the limit distance of the rail platform after wear. The advantage of this new method is that by using a laser rangefinder to implement laser non-contact distance measurement, equipment and testers work on the platform, remotely control the laser rangefinder for laser emission and signal reception, and then use Precise algorithm, accurate calculation of the limit data, and then through the comparison of the new track and the old track, to study the characteristics of the worn track, and then obtain a more accurate platform limit distance under the actual wear condition. Equipment and measurement personnel are in a safe area, which also eliminates the safety hazard brought to train operation due to personnel testing. This method saves time and effort and is actually accurate. The advantages of the non-contact laser ranging method for measuring the boundary of the track platform after wear of the present invention are very obvious:
1.采用该非接触式方法,测试人员无需在规定的范围和规定的时间内完成,只要在列车行驶间隙就可以完成。时间自由,充足。对于多站台、多股道的测量作业,测量人员只需要出去一次就可完成。工作效率提高,即使紧急情况下也可以按时完成;1. Using this non-contact method, the tester does not need to complete the test within the specified range and within the specified time, as long as the test can be completed during the interval between trains. Time is free and sufficient. For multi-station and multi-track surveying operations, the surveyor only needs to go out once to complete it. Work efficiency is improved, and it can be completed on time even in emergencies;
2.采用该基于磨损轨道的算法进行测量能最大限度的减少人为误差与测量误差,测量时不用直角尺找出垂直点,而是可以通过激光测距法多次测量使得误差大大减小,而且在站台测量时,可以有一定范围的转动,即操作方便又精确。2. Using the wear track-based algorithm for measurement can minimize human error and measurement error. When measuring, it is not necessary to find the vertical point with a square ruler, but the laser ranging method can be used for multiple measurements to greatly reduce the error, and When measuring the station, it can rotate in a certain range, which is convenient and accurate to operate.
3.在对各条运营轨道数据测量以及采集信息过程中,发现了磨损后轨道的两天轨道都会有一个不规律的高度差,即左右两轨道水平距离有高度差,而利用这一规律来进行重新的设计精确的算法,才是能运用到实际测量的最佳算法。3. In the process of measuring the data of each operating track and collecting information, it was found that there will be an irregular height difference between the two-day tracks of the worn track, that is, the horizontal distance between the left and right tracks has a height difference. Redesigning an accurate algorithm is the best algorithm that can be applied to actual measurements.
附图说明Description of drawings
图1为激光发射轨迹图1。Fig. 1 is the laser emission trajectory Fig. 1.
图2为计算原理图1。Fig. 2 is the calculation principle diagram 1.
图3为激光发射图。Figure 3 is a diagram of laser emission.
图4为计算原理图2。Fig. 4 is the calculation principle diagram 2.
图5为激光发射轨迹图2。FIG. 5 is the laser emission trajectory FIG. 2 .
图6为计算原理图3。Fig. 6 is the calculation principle Fig. 3.
图7为激光发射轨迹图3。FIG. 7 is the laser emission trajectory FIG. 3 .
图8为计算原理图4。FIG. 8 is the calculation principle diagram 4 .
图9为水平距离示意图。FIG. 9 is a schematic diagram of horizontal distance.
图10为垂直距离示意图。Figure 10 is a schematic diagram of vertical distance.
具体方案specific plan
测量步骤如下:The measurement steps are as follows:
1.放置测量工具。将激光测距仪放置在站台安全线(距离站台边缘约1 米处)外;1. Place the measuring tool. Place the laser rangefinder outside the platform safety line (about 1 meter from the edge of the platform);
2.确定垂直方向。将激光测距仪打开,使其进入测量状态,先对准距离站台较远一端钢轨侧面上的一点,测得数据后,再偏移一定角度对准另一侧点,再次测量获得数据(图1)。2. Determine the vertical direction. Turn on the laser range finder to enter the measurement state, first aim at a point on the side of the rail that is farther from the platform , after measuring the data, then offset a certain angle to align the point on the other side , measured again to obtain the data (Figure 1).
3.测量水平距离。调整激光测距装置与水平方向角度,由(2)两束激光所得和钢轨构成的三角形(图2),利用编程计算出(即),利用编程导入计算公式:3. Measure the horizontal distance. Adjust the angle of the laser ranging device and the horizontal direction , the triangle formed by (2) two laser beams and the rail (Fig. 2), calculated by programming (which is ), and use programming to import the calculation formula:
通过利用编程计算,即得出水平距离。再调by using programming , which is the horizontal distance . retune
整激光测距装置与水平方向夹角,分别发出两道光束对准同一方向站台边缘的参照点(图3),得出三角形(图4),可通过程序计算出站台界限到激光发射点的距离(即),利用编程计算导出公式:Adjust the angle between the laser ranging device and the horizontal direction, respectively emit two beams aimed at the reference point on the edge of the platform in the same direction (Fig. 3), and obtain a triangle (Fig. 4). The program can calculate the distance from the platform limit to the laser emission point. distance (which is ), using programming calculation to derive the formula:
利用编程计算出,得出水平距离,利用编程计算 ,得出水平距离L的值。(图7)(备注:为钢轨轨头宽度,为固定值。)Calculated by programming , get the horizontal distance , using programming calculation , the value of the horizontal distance L is obtained. (Figure 7) (Note: is the width of the rail head, which is a fixed value. )
4.测量高度。调整激光测距装置与水平方向角度,利用激光测距装置发出光束对准距离站台较远一端的轨道顶面(图5),如3所示方法,可以得出三角形(图6),由于两个激光束之间的夹角是已知,算出铁轨顶部到双激光发射点的直线距离,即(),利用编程计算导出公式:4. Measure the height. Adjust the angle of the laser ranging device and the horizontal direction , using the laser ranging device to emit a beam to align the top surface of the track at the far end of the platform (Figure 5), as shown in 3, a triangle can be drawn (Figure 6), since the angle between the two laser beams is A known , calculate the straight-line distance from the top of the rail to the double laser emission point ,which is( ), using programming calculation to derive the formula:
线与水平方向夹角为,可以利用编程计算出,得到的值,继续调整双激光测距装置与水平方向夹角发出光束对准同一方向站台边缘的参照点(图3),可以得到三角形(图4),可通过程序计算出站台界限到双激光发射点的距离, 即(),利用编程导出公式:Wire The angle with the horizontal direction is , which can be calculated by programming ,get value, continue to adjust the angle between the dual laser ranging device and the horizontal direction The emitted beam is aimed at the reference point on the edge of the platform in the same direction (Fig. 3), a triangle can be obtained (Fig. 4), and the distance from the platform limit to the double laser emission point can be calculated by the program , which is( ), using programming to derive the formula:
线与水平方向夹角为,可以利用编程计算出,得出。Wire The angle with the horizontal direction is , which can be calculated by programming ,inferred .
5.靠近站台轨道的高度及垂直数据计算。再利用激光测距装置发出光束对准距离站台较近一端的轨道顶面(图7),如上述方法,可得出三角形(图8),可通过程序计算出站台界限到激光发射点的距离(即),利用编程计算导出公式:5. Calculate the height and vertical data of the track near the platform. Then use the laser ranging device to send out a beam to align the top surface of the track near the end of the platform (Figure 7). According to the above method, a triangle can be obtained (Figure 8), and the distance from the platform limit to the laser emission point can be calculated by the program. (which is ), using programming calculation to derive the formula:
通过利用编程计算,即得出水平距离。再由公式可推出,。by using programming , which is the horizontal distance . It can be deduced from the formula, .
6.得出实际高度及距离。由(图9)所示。利用编程计算导出公式:6. Obtain the actual height and distance. shown by (Figure 9). Use programmatic calculations to derive the formula:
, 。 , .
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
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CN110411357A (en) * | 2019-08-08 | 2019-11-05 | 哈工大机器人(合肥)国际创新研究院 | A kind of cylinder shaft tower limit range points laser measurement method |
CN111750829A (en) * | 2020-07-02 | 2020-10-09 | 沈阳铁道科学技术研究所有限公司 | Method for judging vertical section in non-contact measurement of railway platform clearance |
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
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CN110411357A (en) * | 2019-08-08 | 2019-11-05 | 哈工大机器人(合肥)国际创新研究院 | A kind of cylinder shaft tower limit range points laser measurement method |
CN110411357B (en) * | 2019-08-08 | 2021-05-07 | 哈工大机器人(合肥)国际创新研究院 | Cylindrical tower limiting distance point laser measurement method |
CN111750829A (en) * | 2020-07-02 | 2020-10-09 | 沈阳铁道科学技术研究所有限公司 | Method for judging vertical section in non-contact measurement of railway platform clearance |
CN111750829B (en) * | 2020-07-02 | 2022-06-03 | 沈阳铁道科学技术研究所有限公司 | Method for judging vertical section in non-contact measurement of railway platform clearance |
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