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CN111190204B - Real-time positioning device and method based on Beidou double antennas and laser range finder - Google Patents

Real-time positioning device and method based on Beidou double antennas and laser range finder Download PDF

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CN111190204B
CN111190204B CN202010018897.6A CN202010018897A CN111190204B CN 111190204 B CN111190204 B CN 111190204B CN 202010018897 A CN202010018897 A CN 202010018897A CN 111190204 B CN111190204 B CN 111190204B
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antenna
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CN111190204A (en
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吴北平
王广兴
徐景田
潘雄
程鹏
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China University of Geosciences
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    • GPHYSICS
    • G01MEASURING; TESTING
    • G01SRADIO 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
    • G01S19/00Satellite radio beacon positioning systems; Determining position, velocity or attitude using signals transmitted by such systems
    • G01S19/38Determining a navigation solution using signals transmitted by a satellite radio beacon positioning system
    • G01S19/39Determining a navigation solution using signals transmitted by a satellite radio beacon positioning system the satellite radio beacon positioning system transmitting time-stamped messages, e.g. GPS [Global Positioning System], GLONASS [Global Orbiting Navigation Satellite System] or GALILEO
    • G01S19/42Determining position
    • G01S19/45Determining position by combining measurements of signals from the satellite radio beacon positioning system with a supplementary measurement
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01SRADIO 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
    • G01S19/00Satellite radio beacon positioning systems; Determining position, velocity or attitude using signals transmitted by such systems
    • G01S19/38Determining a navigation solution using signals transmitted by a satellite radio beacon positioning system
    • G01S19/39Determining a navigation solution using signals transmitted by a satellite radio beacon positioning system the satellite radio beacon positioning system transmitting time-stamped messages, e.g. GPS [Global Positioning System], GLONASS [Global Orbiting Navigation Satellite System] or GALILEO
    • G01S19/42Determining position
    • G01S19/45Determining position by combining measurements of signals from the satellite radio beacon positioning system with a supplementary measurement
    • G01S19/46Determining position by combining measurements of signals from the satellite radio beacon positioning system with a supplementary measurement the supplementary measurement being of a radio-wave signal type

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  • General Physics & Mathematics (AREA)
  • Position Fixing By Use Of Radio Waves (AREA)

Abstract

The invention belongs to the technical field of satellite positioning, and discloses a real-time positioning device and a positioning method based on Beidou double antennas and a laser range finder, wherein two Beidou antennas are arranged on a cross rod to form a fixed base line, a three-dimensional coordinate of an antenna phase center is obtained in real time, and a direction vector of the base line is determined in real time; and (3) collinearly connecting the point to be measured with the two Beidou antennas, measuring the distance from a known position point on any antenna or a base line to the point to be measured along the base line vector by using a laser range finder, and solving the three-dimensional coordinate of the point to be measured by using a collinearity equation. The instrument is convenient to install, and the instrument does not need to be centered, leveled, measured and the like during measurement; the satellite signal shielding of the measuring point is not afraid, and the measurement can be carried out as long as the Beidou navigation satellite signals are arranged above the instrument; the invention has free station setting, can be set at any time and can carry out surveying and mapping work without controlling the surveying; the invention has the advantages of no need of one-to-one vertical mirror for measuring points, high surveying and mapping efficiency and low labor intensity.

Description

基于北斗双天线和激光测距仪的实时定位装置及定位方法Real-time positioning device and positioning method based on Beidou dual antenna and laser rangefinder

技术领域technical field

本发明属于卫星定位技术领域,尤其涉及一种基于北斗双天线和激光测距仪的实时定位装置及定位方法。The invention belongs to the technical field of satellite positioning, and in particular relates to a real-time positioning device and a positioning method based on a Beidou dual antenna and a laser rangefinder.

背景技术Background technique

目前,最接近的现有技术:Currently, the closest existing technology:

在数字地形图测绘过程中,需要精确测定各个特征点的平面位置和高程。目前生产中广泛采用的主要有两类方法:一种是在控制点上架设全站仪,通过角度和距离测量,确定碎部点的坐标;另一种是采用全球导航卫星系统(Global Navigation SatelliteSystem,GNSS)动态实时定位(Real Time Kinematic,RTK)技术,在特征点上采集GNSS观测数据,实时解算三维坐标。In the process of digital topographic map mapping, it is necessary to accurately determine the plane position and elevation of each feature point. There are two main methods widely used in current production: one is to set up a total station on the control point to determine the coordinates of the fragmentary points through angle and distance measurement; the other is to use the Global Navigation Satellite System (Global Navigation Satellite System) , GNSS) dynamic real-time positioning (Real Time Kinematic, RTK) technology, collects GNSS observation data on feature points, and solves three-dimensional coordinates in real time.

基于全站仪测角测距的方法需要遵循“先控制后碎部”的原则,需要埋设控制点,并精确确定控制点的坐标。获得控制点坐标后,才能进行碎部点的测量工作。由于全站仪测距范围有限,为了保证碎部点和控制点之间的良好通视性,在复杂地物环境中往往需要增加控制点个数,势必大大增加控制点埋设、测量和维护的成本。而且,全站仪测量需要对中、整平、量取仪器高等操作,角度测量需要重复多个测回完成,作业流程较为复杂,对测量人员的专业技术水平要求较高,限制了生产效率的提升,增加了外业作业的人力和时间成本。The method based on total station angle measurement and distance measurement needs to follow the principle of "control first and then fragmentation", and it is necessary to embed control points and accurately determine the coordinates of control points. After obtaining the coordinates of the control points, the measurement of the detail points can be carried out. Due to the limited ranging range of the total station, in order to ensure good visibility between the fragmentary points and the control points, it is often necessary to increase the number of control points in complex terrain environments, which will greatly increase the control point burial, measurement and maintenance. cost. In addition, total station measurement requires high-level operations such as centering, leveling, and measuring instruments, and angle measurement needs to repeat multiple measurement rounds to complete the operation process. The upgrade increases the labor and time cost of field operations.

利用GNSS RTK进行地面点定位时,测量员需要逐点定位,每个点都需要跑到;当测点没有卫星信号时,测量工作就不能进行。若使用基于北斗双天线和激光测距仪的实时定位装置进行地面点定位时,测量员不需要逐点进行,只需利用仪器的激光测距仪测量仪器至测点之间的距离,然后依据仪器上两根天线的已知位置(卫星定位的结果),就可以获得测点的位置,大大提高了测量工作的效率。遇到测点没有卫星信号时,测量工作依旧能进行。When using GNSS RTK for ground point positioning, the surveyor needs to locate point by point, and each point needs to be reached; when there is no satellite signal at the survey point, the survey work cannot be carried out. If the real-time positioning device based on Beidou dual antennas and laser rangefinder is used to locate the ground point, the surveyor does not need to perform point by point, but only needs to use the laser rangefinder of the instrument to measure the distance between the instrument and the measuring point, and then With the known positions of the two antennas on the instrument (the result of satellite positioning), the position of the measuring point can be obtained, which greatly improves the efficiency of the measurement work. When there is no satellite signal at the measurement point, the measurement work can still be carried out.

基于RTK的测量方法可以直接得到碎部点的坐标,不需要控制点,操作相对简单,但仍然需要测量员手持流动站天线到达每一个待测点处,才能获得该点坐标,工作效率低。在很多场景下碎部点不容易到达,如悬崖、水坝、海滩等,或者虽然可以到达点位,但如果点位上方有遮挡,如果高大建筑物拐角处、屋檐、水面,以及有顶棚遮蔽的半开放空间,这些点位GNSS信号的观测条件较差,可视卫星数较少或信号受多路径干扰严重,影响定位精度或无法采用RTK定位。The RTK-based measurement method can directly obtain the coordinates of the fragmentary points, without the need for control points, and the operation is relatively simple, but it is still necessary for the surveyor to hold the rover antenna to reach each point to be measured in order to obtain the coordinates of the point, and the work efficiency is low. In many scenes, it is not easy to reach the fragmentary points, such as cliffs, dams, beaches, etc., or although the points can be reached, if there is a block above the point, if the corners of tall buildings, eaves, water surfaces, and roofs sheltered In the semi-open space, the observation conditions of GNSS signals at these points are poor, the number of visible satellites is small, or the signals are seriously interfered by multipath, which affects the positioning accuracy or cannot use RTK positioning.

对GNSS双天线基线测量的研究目前主要用于姿态确定,未见将GNSS双天线与激光测距仪联合定位的方法或仪器。The research on GNSS dual-antenna baseline measurement is currently mainly used for attitude determination, and there is no method or instrument for joint positioning of GNSS dual-antenna and laser rangefinder.

综上所述,现有技术存在的问题是:(1)现有技术中,基于全站仪的传统测量方法,需要通过测角和测距确定待测点坐标,并且需要量取仪器高和目标高,作业较为复杂,外业劳动强度大。同时,基于全站仪的传统测量方法还依赖于精确的控制点坐标,而控制点埋设、测量和维护的成本较高,且很容易遭到破坏,致使测量无法进行或效率大大降低。To sum up, the existing problems in the prior art are: (1) In the prior art, the traditional measurement method based on the total station needs to determine the coordinates of the point to be measured through angle measurement and distance measurement, and it is necessary to measure the height and The goals are high, the operations are more complicated, and the field labor is intensive. At the same time, the traditional measurement method based on total station also relies on the precise coordinates of the control points, and the cost of burying, measuring and maintaining the control points is high, and it is easily damaged, which makes the measurement impossible or the efficiency is greatly reduced.

(2)现有技术中,基于RTK的测量方法仍然需要测量员手持流动站天线到达每一个待测点处,才能获得该点坐标,工作效率低。在很多场景下碎部点受到建筑物遮挡或多路径干扰严重,影响定位精度或无法采用RTK定位。(2) In the prior art, the RTK-based measurement method still requires the surveyor to hold the rover antenna to reach each point to be measured in order to obtain the coordinates of the point, and the work efficiency is low. In many scenarios, the fragmentary points are severely blocked by buildings or multi-path interference, which affects the positioning accuracy or cannot use RTK positioning.

现有技术没有将GNSS双天线与激光测距仪联合进行定位。The prior art does not combine GNSS dual antennas and laser rangefinders for positioning.

(3)现有RTK技术,多采用单GPS系统观测值,未能充分利用北斗观测数据。单GPS系统可见卫星数较少,卫星观测的几何条件差,制约定位精度和收敛速度的提升。(3) The existing RTK technology mostly adopts the observation value of a single GPS system, and fails to make full use of the observation data of Beidou. The number of visible satellites in a single GPS system is small, and the geometric conditions of satellite observations are poor, which restricts the improvement of positioning accuracy and convergence speed.

解决上述技术问题的难度:基于北斗双天线基线测量和激光测距仪确定待测点坐标,一方面要实时精确测定两个北斗天线的基线向量,另一方面要实时确定其中一个天线的精确位置。实时基线测量和实时定位的精度直接影响待测点坐标的精度和方法的适用距离,因此北斗实时高精度数据处理是解决上述问题的难点之一。The difficulty of solving the above technical problems: Based on the Beidou dual-antenna baseline measurement and the laser rangefinder to determine the coordinates of the point to be measured, on the one hand, the baseline vector of the two Beidou antennas must be accurately determined in real time, and on the other hand, the precise position of one of the antennas must be determined in real time. . The accuracy of real-time baseline measurement and real-time positioning directly affects the accuracy of the coordinates of the point to be measured and the applicable distance of the method. Therefore, Beidou real-time high-precision data processing is one of the difficulties in solving the above problems.

解决上述问题的另一个难点是测量装置本身的误差控制。因为该方法测定碎部点坐标的基本原理是待测点和两个北斗天线相位中心三点共线,北斗天线安装误差以及北斗天线相位中心的偏差和变化都会影响待测点坐标精度,所以需要对两个北斗天线相对位置进行精确标定和校准,采用高精度的天线相位中心偏差和天线相位中心变化改正模型。Another difficulty in solving the above problems is the error control of the measuring device itself. Because the basic principle of this method to determine the coordinates of the fragmentary point is that the point to be measured and the phase centers of the two Beidou antennas are collinear with three points, the installation error of the Beidou antenna and the deviation and change of the phase center of the Beidou antenna will affect the coordinate accuracy of the point to be measured, so it is necessary to The relative positions of the two Beidou antennas are accurately calibrated and calibrated, and high-precision antenna phase center deviation and antenna phase center variation correction models are used.

解决上述技术问题的意义:解决上述技术问题可以实现基于北斗双天线和激光测距仪的实时定位,将该定位装置及定位方法应用于碎部测量,可以简化作业流程,提高作业效率。由于实时精密定位的基准来自于卫星精密产品或者基准站坐标,因此不再依赖于控制点的坐标,相比于传统的全站仪方法,不仅减少了控制测量和控制点维护的成本,还使得测量更加灵活、自由,可以选择卫星观测好的区域任意设站,且得到的碎部点成果就是WGS84或CGCS2000,为后续坐标成果的转化和应用提供了便利。Significance of solving the above technical problems: Solving the above technical problems can realize real-time positioning based on Beidou dual antennas and laser rangefinders. The positioning device and positioning method are applied to the measurement of parts, which can simplify the operation process and improve the operation efficiency. Since the reference of real-time precise positioning comes from the satellite precision product or the coordinates of the reference station, it no longer depends on the coordinates of the control point. Compared with the traditional total station method, it not only reduces the cost of control measurement and control point maintenance, but also makes The measurement is more flexible and free, and the station can be set up arbitrarily in the area with good satellite observation, and the obtained fragment point results are WGS84 or CGCS2000, which provides convenience for the transformation and application of subsequent coordinate results.

常规的RTK、精密单点定位(Precise Point Positioning,PPP)等精密定位手段,本质上是将导航卫星的时空基准通过伪距和相位观测值传递到地面,传递方式可以认为是沿直线的、点状的。利用本方法,突破了常规技术思路的限制,能够实现时空基准的折线传递,来自导航卫星的时空基准沿直线传递到定位装置,经过“中继”后在测站周围辐射,并以面状展开,从而实现碎部点的快速测量。Conventional precision positioning methods such as RTK and Precise Point Positioning (PPP) essentially transmit the space-time reference of the navigation satellite to the ground through pseudorange and phase observations. shape. Using this method breaks through the limitations of conventional technical ideas, and can realize the polyline transfer of the space-time reference. The space-time reference from the navigation satellite is transmitted to the positioning device along a straight line, and after being "relayed", it radiates around the station and unfolds in a plane. , so as to realize the rapid measurement of fragmentary points.

发明内容SUMMARY OF THE INVENTION

针对现有技术存在的问题,本发明提供了一种基于北斗双天线和激光测距仪的实时定位装置及定位方法。在本发明中,北斗:北斗卫星导航系统(BeiDou SatelliteNavigation System,BDS);RTK:实时动态定位技术(Real-time Kinematic,RTK)。Aiming at the problems existing in the prior art, the present invention provides a real-time positioning device and positioning method based on Beidou dual antennas and a laser rangefinder. In the present invention, BeiDou: BeiDou Satellite Navigation System (BeiDou Satellite Navigation System, BDS); RTK: Real-time Kinematic (RTK).

本发明是这样实现的,一种基于北斗双天线和激光测距仪的实时定位方法,包括:The present invention is implemented in this way, a real-time positioning method based on Beidou dual antennas and a laser rangefinder, comprising:

将两个北斗天线安置在一个横杆上,形成固定基线,实时获得天线相位中心的三维坐标,并实时确定基线的方向向量;Place two Beidou antennas on a crossbar to form a fixed baseline, obtain the three-dimensional coordinates of the antenna phase center in real time, and determine the direction vector of the baseline in real time;

将待测点与两个北斗天线三点共线,利用激光测距仪测出任意天线或基线上已知位置一点沿基线向量到待测点的距离,利用共线方程,求得待测点三维坐标。The point to be measured is collinear with the three points of the two Beidou antennas, and the laser rangefinder is used to measure the distance from any antenna or a known position on the baseline to the point to be measured along the baseline vector, and the collinear equation is used to obtain the point to be measured. three-dimensional coordinates.

若已知北斗天线1,北斗天线2点的坐标,且北斗天线1,北斗天线2,和p三点位于同一直线上,测出p到北斗天线2点的距离,根据北斗天线1点坐标推导求得p点坐标。If the coordinates of Beidou antenna 1 and Beidou antenna 2 are known, and Beidou antenna 1, Beidou antenna 2, and p are on the same line, measure the distance from p to Beidou antenna 2, and derive it from the coordinates of Beidou antenna 1. Find the coordinates of point p.

假设北斗天线1,北斗天线2两点的坐标分别为(x1,y1,z1),(x2,y2,z2),待测点p的坐标为(x,y,z),点p到点2的距离为D,则北斗天线1,北斗天线2点所在直线的方向向量s为(x1-x2,y1-y2,z1-z2),直线上任意一点的坐标(X,Y,Z)满足Assuming Beidou antenna 1 and Beidou antenna 2, the coordinates of the two points are (x 1 , y 1 , z 1 ), (x 2 , y 2 , z 2 ), and the coordinates of the point to be measured p are (x, y, z) , the distance from point p to point 2 is D, then the direction vector s of the straight line where Beidou antenna 1 and Beidou antenna 2 are located is (x 1 -x 2 , y 1 -y 2 , z 1 -z 2 ), any on the line The coordinates (X, Y, Z) of a point satisfy

Figure BDA0002359971630000041
Figure BDA0002359971630000041

将直线的参数方程表示为The parametric equation of the line is expressed as

Figure BDA0002359971630000042
Figure BDA0002359971630000042

用激光测距仪测得由点p到北斗天线2点的距离D,有The distance D from point p to point 2 of Beidou antenna is measured with a laser range finder, we have

(x-x2)2+(y-y2)2+(z-z2)2=D2 (xx 2 ) 2 +(yy 2 ) 2 +(zz 2 ) 2 =D 2

因为点p在北斗天线1点、北斗天线2点确定的直线上,满足Because point p is on the straight line determined by Beidou antenna 1 point and Beidou antenna 2 point, it satisfies

Figure BDA0002359971630000043
Figure BDA0002359971630000043

but

t2(x1-x2)2+t2(y1-y2)2+t2(z1-z2)2=D2 t 2 (x 1 -x 2 ) 2 +t 2 (y 1 -y 2 ) 2 +t 2 (z 1 -z 2 ) 2 =D 2

化简,得到Simplify, get

Figure BDA0002359971630000051
Figure BDA0002359971630000051

由直线的参数方程得,点p的坐标为From the parametric equation of the straight line, the coordinates of the point p are

Figure BDA0002359971630000052
Figure BDA0002359971630000052

式中的正负号,根据实际中点p与北斗天线1点、北斗天线2点的相对位置确定。The positive and negative signs in the formula are determined according to the relative positions of the actual midpoint p, the 1 point of the Beidou antenna, and the 2 point of the Beidou antenna.

本发明的另一目的在于提供一种基于北斗双天线和激光测距仪的实时定位装置包括:Another object of the present invention is to provide a real-time positioning device based on Beidou dual antennas and a laser rangefinder, including:

北斗天线,固定横梁上,并通过基座固定在三脚架上;Beidou antenna, fixed on the beam, and fixed on the tripod through the base;

激光测距仪,位于横梁一端,并通过望远镜瞄准待测点;Laser rangefinder, located at one end of the beam, and aiming at the point to be measured through the telescope;

通信模块,用于接收基准站电台、移动网络或卫星播发的增强信息;Communication module for receiving enhanced information broadcast by base station radio, mobile network or satellite;

数据处理单元,利用两个北斗天线接收的观测数据和通信模块接收的增强信息,实时计算两个北斗天线的三维坐标,并利用天线坐标和测距仪输出距离解算待测点坐标;The data processing unit uses the observation data received by the two Beidou antennas and the enhanced information received by the communication module to calculate the three-dimensional coordinates of the two Beidou antennas in real time, and use the antenna coordinates and the distance output from the rangefinder to calculate the coordinates of the point to be measured;

电源,为北斗天线、测距仪、通信模块提供电源。Power supply, providing power for Beidou antenna, rangefinder, and communication module.

横梁采用合金材质制成,能绕水平轴和竖轴旋转;The beam is made of alloy material and can rotate around the horizontal and vertical axes;

电源采用太阳能充电和外接能源;The power supply adopts solar charging and external energy;

通信模块、数据处理单元、电源为分离模式或集中在一个固定箱内。The communication module, data processing unit, and power supply are in separate mode or in a fixed box.

本发明的另一目的在于提供一种搭载所述基于北斗双天线和激光测距仪的实时定位装置的星基增强或地基增强定位模式碎部点测量系统,其特征在于,所述星基增强或地基增强定位模式碎部点测量系统包括:Another object of the present invention is to provide a satellite-based enhanced or ground-based enhanced positioning mode fragmentary point measurement system equipped with the real-time positioning device based on the Beidou dual antenna and laser rangefinder, characterized in that the satellite-based enhanced Or the ground-based enhanced positioning mode fragmentary point measurement system includes:

北斗接收机;Beidou receiver;

所述北斗接收机连接北斗天线。The Beidou receiver is connected to the Beidou antenna.

本发明的另一目的在于提供一种存储在计算机可读介质上的计算机程序产品,包括计算机可读程序,供于电子装置上执行时,提供用户输入接口以实施所述基于北斗双天线和激光测距仪的实时定位方法Another object of the present invention is to provide a computer program product stored on a computer-readable medium, including a computer-readable program that, when executed on an electronic device, provides a user input interface to implement the Beidou-based dual antenna and laser Real-time positioning method of rangefinder

本发明的另一目的在于提供一种计算机可读存储介质,包括指令,当其在计算机上运行时,使得计算机执行所述的基于北斗双天线和激光测距仪的实时定位方法。Another object of the present invention is to provide a computer-readable storage medium, including instructions, which, when executed on a computer, cause the computer to execute the real-time positioning method based on the Beidou dual-antenna and laser rangefinder.

为了更好地证明本方法的可行性,开展了仿真实验,在一把固定的水准尺上按照一定间隔选取一系列点作为待测点,在已知坐标的测站上架设全站仪,观测水准尺上各个待测点并计算其坐标。选取其中两个点作为基准点,相当于本发明中两个北斗天线的相位中心,利用基准点坐标和前述共线方程原理推算其余各待测点的坐标。将各点推算坐标与全站仪测量坐标比较,验证本方法的可行性,并进行精度分析。表1-3是三组仿真实验数据。In order to better prove the feasibility of this method, a simulation experiment was carried out. A series of points were selected as the points to be measured at a certain interval on a fixed leveling rod, and a total station was set up on the station with known coordinates to observe the Each point to be measured on the leveling rod and its coordinates are calculated. Two of the points are selected as the reference points, which are equivalent to the phase centers of the two Beidou antennas in the present invention, and the coordinates of the remaining points to be measured are calculated using the coordinates of the reference points and the principle of the aforementioned collinear equation. Comparing the estimated coordinates of each point with the coordinates measured by the total station, the feasibility of this method is verified, and the accuracy analysis is carried out. Tables 1-3 are three sets of simulation experimental data.

表1第一组仿真实验结果Table 1 Results of the first group of simulation experiments

Figure BDA0002359971630000061
Figure BDA0002359971630000061

表2第二组仿真实验结果Table 2 The results of the second group of simulation experiments

Figure BDA0002359971630000062
Figure BDA0002359971630000062

Figure BDA0002359971630000071
Figure BDA0002359971630000071

表3第三组仿真实验结果Table 3 The third group of simulation results

Figure BDA0002359971630000072
Figure BDA0002359971630000072

从仿真实验结果可以看出,两基准点相隔约20cm,最远待测点距基准点距离约3m,约为基准点间距的15倍,待测点推算坐标与全站仪测量坐标差值的绝对值在1cm以内。It can be seen from the simulation experiment results that the distance between the two reference points is about 20cm, and the distance between the farthest point to be measured is about 3m from the reference point, which is about 15 times the distance between the reference points. The absolute value is within 1cm.

综上所述,本发明的优点及积极效果为:基于北斗双天线和激光测距仪的实时定位装置,集北斗实时高精度定位技术和激光测距技术于一体,利用北斗双天线和待测点三点共线的几何关系,快速解算待测点三维坐标,具有北斗卫星定位仪和全站仪的功能,是一种新型的测绘设备。该装置既不依赖于控制点坐标,也可以避开信号遮挡、多路径效应等因素对GNSS定位精度的不利影响。实施测量时,不需要对仪器进行对中、整平等操作,也不需要测量员到达待测点,即可实时解算待测点空间位置。整套装置在基本不增加成本的基础上,作业方法更为简便,可以实现“设站自由,随架随测,指哪儿测哪儿”,显著提高外业测量效率。To sum up, the advantages and positive effects of the present invention are as follows: a real-time positioning device based on Beidou dual antennas and a laser rangefinder, integrates the Beidou real-time high-precision positioning technology and laser ranging technology, and utilizes the Beidou dual antennas and the to-be-measured The geometric relationship between points and three points is collinear, which can quickly solve the three-dimensional coordinates of the point to be measured. It has the functions of Beidou satellite locator and total station, and is a new type of surveying and mapping equipment. The device does not depend on the coordinates of the control points, and can also avoid the adverse effects of factors such as signal occlusion and multi-path effects on the GNSS positioning accuracy. When carrying out the measurement, there is no need to perform centering and leveling operations on the instrument, and it is not necessary for the surveyor to reach the point to be measured, and the spatial position of the point to be measured can be calculated in real time. On the basis of basically no increase in cost, the whole set of devices has a simpler operation method, which can realize "free station setting, follow the measurement with the frame, and measure where it is pointed", which significantly improves the field measurement efficiency.

基于北斗双天线,利用RTK、星基增强或地基增强等实时高精度定位技术既可以确定天线的绝对位置,又可以确定一个空间向量。对于一些不容易到达或无法通视的待测点,当该定位装置瞄准待测点时,待测点与两个北斗天线共线,此时通过激光测距仪测出待测点到其中一个天线的距离,便可以利用共线方程解算出待测点的绝对位置。由于可以获得北斗天线的绝对位置,因此理论上测定待测点三维坐标时,不需要将该装置架设在已知控制点上,可以任意设站,为外业施测带来了极大的便利。对于可以很方便到达且观测环境良好的待测点,也可以直接将定位装置末端接触待测点标识中心,利用天线位置和定位装置自身坐标系,直接得到待测点坐标,作业方式较为灵活,视不同场景而定。Based on the Beidou dual antenna, real-time high-precision positioning technologies such as RTK, satellite-based enhancement or ground-based enhancement can be used to determine both the absolute position of the antenna and a space vector. For some points to be measured that are not easy to reach or cannot be seen, when the positioning device is aimed at the point to be measured, the point to be measured is collinear with the two Beidou antennas. At this time, the point to be measured is measured by the laser rangefinder to one of the points to be measured. The distance of the antenna can be used to solve the absolute position of the point to be measured by using the collinear equation. Since the absolute position of the Beidou antenna can be obtained, theoretically, when measuring the three-dimensional coordinates of the point to be measured, the device does not need to be erected on a known control point, and the station can be set up arbitrarily, which brings great convenience to field surveying. . For the point to be measured that can be easily reached and the observation environment is good, the end of the positioning device can also be directly touched to the center of the mark of the point to be measured, and the coordinates of the point to be measured can be directly obtained by using the antenna position and the coordinate system of the positioning device itself, and the operation mode is more flexible. Depends on different scenarios.

与传统测绘仪器相比,该设备具有以下优点:Compared with traditional surveying and mapping instruments, the device has the following advantages:

仪器安置便捷,测量时,无需对仪器进行对中、整平、量取仪器高等操作。不怕测点卫星信号遮挡,只要仪器(测站)上空有北斗等导航卫星信号即可测量。The installation of the instrument is convenient, and there is no need to perform operations such as centering, leveling, and measuring the instrument during measurement. Not afraid of the satellite signal blocking of the measuring point, as long as there is Beidou and other navigation satellite signals above the instrument (station), it can be measured.

设站自由,随设随测(即设即测),无需控制测量即可进行测绘工作。The station can be set up freely, and the survey can be carried out at any time (that is, set and measured), and the surveying and mapping work can be carried out without controlling the measurement.

测点无需一一立镜,测绘工作效益高,劳动强度小。The measuring points do not need to stand up mirrors one by one, and the surveying and mapping work has high efficiency and low labor intensity.

附图说明Description of drawings

图1是本发明实施例提供的基于北斗双天线和激光测距仪的实时定位装置示意图。FIG. 1 is a schematic diagram of a real-time positioning device based on a Beidou dual antenna and a laser rangefinder provided by an embodiment of the present invention.

图中:1、北斗天线;2、激光测距仪;3、通信模块;4、数据处理单元;5、电源;6、三脚架。In the picture: 1. Beidou antenna; 2. Laser rangefinder; 3. Communication module; 4. Data processing unit; 5. Power supply; 6. Tripod.

图2是本发明实施例提供的基于北斗双天线和激光测距仪的实时定位装置结构侧视图(长度150cm-180cm)。FIG. 2 is a structural side view (length 150cm-180cm) of a real-time positioning device based on a Beidou dual antenna and a laser rangefinder provided by an embodiment of the present invention.

图3是本发明实施例提供的两个北斗天线连接示意图。FIG. 3 is a schematic diagram of connection of two Beidou antennas provided by an embodiment of the present invention.

图4是本发明实施例提供的坐标差值随距离变化情况(第一组)曲线图。FIG. 4 is a graph showing the variation of coordinate difference with distance (first group) provided by an embodiment of the present invention.

图5是本发明实施例提供的坐标差值随距离变化情况(第二组)曲线图。FIG. 5 is a graph showing the variation of coordinate difference with distance (second group) provided by an embodiment of the present invention.

图6是本发明实施例提供的坐标差值随距离变化情况(第三组)曲线图。FIG. 6 is a graph of the variation of the coordinate difference with the distance (the third group) provided by an embodiment of the present invention.

具体实施方式Detailed ways

为了使本发明的目的、技术方案及优点更加清楚明白,以下结合实施例,对本发明进行进一步详细说明。应当理解,此处所描述的具体实施例仅仅用以解释本发明,并不用于限定本发明。In order to make the objectives, technical solutions and advantages of the present invention clearer, the present invention will be further described in detail below with reference to the embodiments. It should be understood that the specific embodiments described herein are only used to explain the present invention, but not to limit the present invention.

现有技术中,基于RTK的测量方法仍然需要测量员手持流动站天线到达每一个待测点处,才能获得该点坐标,工作效率低。在很多场景下碎部点受多路径干扰严重,影响定位精度或无法采用RTK定位。现有技术没有将GNSS双天线与激光测距仪联合进行定位。In the prior art, the RTK-based measurement method still requires the surveyor to hold the rover antenna to reach each point to be measured in order to obtain the coordinates of the point, and the work efficiency is low. In many scenarios, the fragmentary points are seriously interfered by multipath, which affects the positioning accuracy or cannot use RTK positioning. The prior art does not combine GNSS dual antennas and laser rangefinders for positioning.

针对现有技术存在的问题,本发明提供了一种基于北斗双天线和激光测距仪的实时定位装置,下面结合附图对本发明作详细的描述。In view of the problems existing in the prior art, the present invention provides a real-time positioning device based on Beidou dual antennas and a laser rangefinder. The present invention is described in detail below with reference to the accompanying drawings.

如图1和图2所示,本发明实施例提供的基于北斗双天线和激光测距仪的实时定位装置主要有以下几部分构成:As shown in FIG. 1 and FIG. 2 , the real-time positioning device based on the Beidou dual antenna and the laser rangefinder provided by the embodiment of the present invention mainly consists of the following parts:

北斗天线1,固定在约2m长的横梁上,横梁可采用合金材质制成,形变系数小,可以满足高精度测量需求,同时横梁可以绕水平轴和竖轴旋转,并能通过基座固定在三脚架6上。Beidou antenna 1 is fixed on a beam with a length of about 2m. The beam can be made of alloy material with a small deformation coefficient, which can meet the needs of high-precision measurement. At the same time, the beam can rotate around the horizontal and vertical axes, and can be fixed on the base 6 on a tripod.

激光测距仪2,位于横梁一端,并可通过望远镜瞄准待测点。The laser rangefinder 2 is located at one end of the beam and can be aimed at the point to be measured through the telescope.

通信模块3,用于接收基准站电台、移动网络或卫星播发的增强信息。The communication module 3 is used to receive the enhanced information broadcast by the base station radio, mobile network or satellite.

数据处理单元4,具备北斗数据实时高精度定位功能,能够利用两个北斗天线接收的观测数据和通信模块接收的增强信息,实时计算两个北斗天线的三维坐标,并能利用天线坐标和测距仪输出距离解算待测点坐标。The data processing unit 4 has the function of real-time high-precision positioning of Beidou data, and can use the observation data received by the two Beidou antennas and the enhanced information received by the communication module to calculate the three-dimensional coordinates of the two Beidou antennas in real time, and can use the antenna coordinates and distance measurement. The instrument outputs the distance and calculates the coordinates of the point to be measured.

电源5,为北斗天线、测距仪、通信模块等提供电源,并支持太阳能充电和外接电源。Power supply 5, provides power for Beidou antenna, rangefinder, communication module, etc., and supports solar charging and external power supply.

在设计制造仪器时,需要建立仪器坐标系,精确标定测距仪相位中心、北斗天线相位中心之间的相对位置关系,确保测距仪轴线、望远镜视准轴和两个北斗天线确定的基线严格共线或提供补偿参数。同时,充分考虑仪器的实用性、便携性、兼容性、功耗和成本,进行工业设计,使其具备较强的环境适应能力。When designing and manufacturing instruments, it is necessary to establish an instrument coordinate system, accurately calibrate the relative positional relationship between the phase center of the rangefinder and the phase center of the Beidou antenna, and ensure that the axis of the rangefinder, the collimation axis of the telescope and the baseline determined by the two Beidou antennas are strictly collinear or provide compensation parameters. At the same time, fully consider the practicability, portability, compatibility, power consumption and cost of the instrument, and carry out industrial design to make it have strong environmental adaptability.

通信模块、数据处理单元4、电源5可分离或集中在一个固定箱内。The communication module, the data processing unit 4 and the power supply 5 can be separated or integrated in a fixed box.

在本发明实施例中,本发明实施例提供的基于北斗双天线和激光测距仪的实时定位方法,利用北斗RTK或星基增强技术,可以实现实时厘米级定位。将两个北斗天线安置在一个刚性横杆上,形成一个固定基线,这样不仅可以实时获得天线相位中心的三维坐标,还可以实时确定基线的方向向量。对于待测点,只要保证待测点落在基线所在直线上,即待测点与两个北斗天线三点共线,此时,利用激光测距仪测出任意天线或基线上已知位置一点沿基线向量到待测点的距离,即可利用共线方程,求得待测点三维坐标。In the embodiment of the present invention, the real-time positioning method based on the Beidou dual antenna and the laser rangefinder provided by the embodiment of the present invention can realize real-time centimeter-level positioning by using the Beidou RTK or satellite-based enhancement technology. Two Beidou antennas are placed on a rigid crossbar to form a fixed baseline, so that not only the three-dimensional coordinates of the antenna phase center can be obtained in real time, but also the direction vector of the baseline can be determined in real time. For the point to be measured, as long as the point to be measured falls on the straight line where the baseline is located, that is, the point to be measured is collinear with the three points of the two Beidou antennas. At this time, use the laser rangefinder to measure any antenna or a known position on the baseline From the distance from the baseline vector to the point to be measured, the collinear equation can be used to obtain the three-dimensional coordinates of the point to be measured.

如图3所示,1和2分别为两个北斗天线,若已知1,2点的坐标,且1,2,和p三点位于同一直线上,测出p到2点的距离,便可根据1点坐标推导求得p点坐标。As shown in Figure 3, 1 and 2 are two Beidou antennas respectively. If the coordinates of points 1 and 2 are known, and the three points 1, 2, and p are on the same straight line, and the distance from point p to point 2 is measured, then The coordinates of point p can be derived from the coordinates of 1 point.

设1,2两点的坐标分别为(x1,y1,z1),(x2,y2,z2),待测点p的坐标为(x,y,z),点p到点2的距离为D,则1,2点所在直线的方向向量s为(x1-x2,y1-y2,z1-z2),直线上任意一点的坐标(X,Y,Z)满足Let the coordinates of the two points 1 and 2 be (x 1 , y 1 , z 1 ), (x 2 , y 2 , z 2 ) respectively, the coordinates of the point p to be measured are (x, y, z), and the point p to The distance of point 2 is D, then the direction vector s of the line where points 1 and 2 are located is (x 1 -x 2 , y 1 -y 2 , z 1 -z 2 ), and the coordinates of any point on the line (X, Y, Z) Satisfy

Figure BDA0002359971630000101
Figure BDA0002359971630000101

即可将直线的参数方程表示为The parametric equation of the straight line can be expressed as

Figure BDA0002359971630000111
Figure BDA0002359971630000111

用激光测距仪可以测得由点p到点2的距离D,于是有The distance D from point p to point 2 can be measured with a laser rangefinder, so we have

(x-x2)2+(y-y2)2+(z-z2)2=D2 (xx 2 ) 2 +(yy 2 ) 2 +(zz 2 ) 2 =D 2

因为点p在点1、2确定的直线上,所以也满足Because point p is on the straight line determined by points 1 and 2, it also satisfies

Figure BDA0002359971630000112
Figure BDA0002359971630000112

but

t2(x1-x2)2+t2(y1-y2)2+t2(z1-z2)2=D2 t 2 (x 1 -x 2 ) 2 +t 2 (y 1 -y 2 ) 2 +t 2 (z 1 -z 2 ) 2 =D 2

化简,得到Simplify, get

Figure BDA0002359971630000113
Figure BDA0002359971630000113

由直线的参数方程得,点p的坐标为From the parametric equation of the straight line, the coordinates of the point p are

Figure BDA0002359971630000114
Figure BDA0002359971630000114

式中的正负号,根据实际中点p与点1、2的相对位置确定。The positive and negative signs in the formula are determined according to the relative positions of the actual midpoint p and points 1 and 2.

在本发明实施例中,利用该方法进行碎部点测量,可以在任意开阔地架设仪器,为保证测量精度,需避开遮挡和信号反射体的干扰。如果采用RTK模式,则需要在附近已知点上架设天线,作为基准站,并确保电台通信畅通;如果采用星基增强或地基增强定位模式,则需要通过卫星或移动网络接收增强信息,要确认通讯链路正常。仪器架设稳固后,开启北斗接收机,待输出固定解后,表示初始化完成,可以开始测量。通过望远镜,瞄准待测点,并固定。按下“测距”按钮,激光测距仪以无棱镜方式测得仪器至待测点的距离。In the embodiment of the present invention, the method is used to perform fragment point measurement, and the instrument can be erected in any open area. In order to ensure the measurement accuracy, it is necessary to avoid the interference of occlusion and signal reflectors. If the RTK mode is used, an antenna needs to be set up at a nearby known point as a reference station, and the communication of the radio station is ensured. The communication link is normal. After the instrument is set up firmly, turn on the Beidou receiver. After the fixed solution is output, the initialization is complete and the measurement can be started. Through the telescope, aim at the point to be measured and fix it. Press the "distance measurement" button, the laser distance meter measures the distance from the instrument to the point to be measured in a prism-free manner.

仪器内部利用两个天线的坐标,以及测距仪测得的待测点到仪器的距离,利用上述公式,即可算得待测点位置。Using the coordinates of the two antennas inside the instrument and the distance from the point to be measured to the instrument measured by the rangefinder, the position of the point to be measured can be calculated by using the above formula.

下面结合仿真实验对本发明作进一步描述。The present invention will be further described below in conjunction with simulation experiments.

图4-6是仿真实验结果中坐标差值随距离的变化情况,从图中可以看出,随着待测点与基准点之间距离的增加,坐标差值绝对值通常会呈现线性增加。根据共线方程,结合误差传播定律可知,待测点坐标精度与基准点坐标精度和待测点与基准点距离相关,理论上待测点中误差m和基准点中误差m0存在如下关系Figure 4-6 shows the variation of the coordinate difference with the distance in the simulation experiment results. It can be seen from the figure that the absolute value of the coordinate difference usually increases linearly with the increase of the distance between the point to be measured and the reference point. According to the collinear equation and the law of error propagation, it can be known that the coordinate accuracy of the point to be measured is related to the coordinate accuracy of the reference point and the distance between the point to be measured and the reference point. In theory, the error m in the point to be measured and the error m 0 in the reference point have the following relationship

Figure BDA0002359971630000121
Figure BDA0002359971630000121

式中,d和D分别为基准点间距和待测点与基准点距离。在本发明中,基准点间距即两个北斗天线相位中心的间距,设计为2m,待测点与基准点距离即碎部点与测量装置的距离,一般可以为几米到几十米。鉴于北斗RTK定位精度可达厘米级,则作业半径、碎部点测量精度和能够满足的测图比例尺之间存在表4所示关系。In the formula, d and D are the distance between the reference points and the distance between the point to be measured and the reference point, respectively. In the present invention, the distance between the reference points, that is, the distance between the phase centers of the two Beidou antennas, is designed to be 2m. Given that the Beidou RTK positioning accuracy can reach the centimeter level, there is a relationship between the operating radius, the measurement accuracy of the detail point and the satisfiable mapping scale as shown in Table 4.

表4作业半径、碎部点测量精度和能够满足的测图比例尺要求Table 4. Working radius, measurement accuracy of detail points and requirements of surveying scale that can be met

Figure BDA0002359971630000122
Figure BDA0002359971630000122

在上述实施例中,可以全部或部分地通过软件、硬件、固件或者其任意组合来实现。当使用全部或部分地以计算机程序产品的形式实现,所述计算机程序产品包括一个或多个计算机指令。在计算机上加载或执行所述计算机程序指令时,全部或部分地产生按照本发明实施例所述的流程或功能。所述计算机可以是通用计算机、专用计算机、计算机网络、或者其他可编程装置。所述计算机指令可以存储在计算机可读存储介质中,或者从一个计算机可读存储介质向另一个计算机可读存储介质传输,例如,所述计算机指令可以从一个网站站点、计算机、服务器或数据中心通过有线(例如同轴电缆、光纤、数字用户线(DSL)或无线(例如红外、无线、微波等)方式向另一个网站站点、计算机、服务器或数据中心进行传输)。所述计算机可读取存储介质可以是计算机能够存取的任何可用介质或者是包含一个或多个可用介质集成的服务器、数据中心等数据存储设备。所述可用介质可以是磁性介质(例如软盘、硬盘、磁带)、光介质(例如DVD)、或者半导体介质(例如固态硬盘)等。In the above-mentioned embodiments, it may be implemented in whole or in part by software, hardware, firmware or any combination thereof. When implemented in whole or in part in the form of a computer program product, the computer program product includes one or more computer instructions. When the computer program instructions are loaded or executed on a computer, all or part of the processes or functions described in the embodiments of the present invention are generated. The computer may be a general purpose computer, special purpose computer, computer network, or other programmable device. The computer instructions may be stored in or transmitted from one computer-readable storage medium to another computer-readable storage medium, for example, the computer instructions may be downloaded from a website site, computer, server, or data center Transmission to another website site, computer, server, or data center by wire (eg, coaxial cable, fiber optic, digital subscriber line (DSL), or wireless (eg, infrared, wireless, microwave, etc.)). The computer-readable storage medium can be any available medium that can be accessed by a computer or a data storage device such as a server, a data center, or the like that includes an integration of one or more available media. The usable media may be magnetic media (eg, floppy disks, hard disks, magnetic tapes), optical media (eg, DVDs), or semiconductor media (eg, solid state drives), and the like.

以上所述仅为本发明的较佳实施例而已,并不用以限制本发明,凡在本发明的精神和原则之内所作的任何修改、等同替换和改进等,均应包含在本发明的保护范围之内。The above descriptions are only preferred embodiments of the present invention and are not intended to limit the present invention. Any modifications, equivalent replacements and improvements made within the spirit and principles of the present invention shall be included in the protection of the present invention. within the range.

Claims (3)

1.一种基于北斗双天线和激光测距仪的实时定位方法,其特征在于,所述基于北斗双天线和激光测距仪的实时定位方法包括:1. a real-time positioning method based on Beidou dual antennas and laser range finder, is characterized in that, the described real-time positioning method based on Beidou dual antennas and laser rangefinder comprises: 将两个北斗天线安置在一个横杆上,形成固定基线,实时获得天线相位中心的三维坐标,并实时确定基线的方向向量;Place two Beidou antennas on a crossbar to form a fixed baseline, obtain the three-dimensional coordinates of the antenna phase center in real time, and determine the direction vector of the baseline in real time; 将待测点与两个北斗天线三点共线,利用激光测距仪测出任意天线或基线上已知位置一点沿基线向量到待测点的距离,利用共线方程,求得待测点三维坐标;The point to be measured is collinear with the three points of the two Beidou antennas, and the laser rangefinder is used to measure the distance from any antenna or a known position on the baseline to the point to be measured along the baseline vector, and the collinear equation is used to obtain the point to be measured. three-dimensional coordinates; 利用共线方程,求得待测点三维坐标的方法包括:Using the collinear equation, the method of obtaining the three-dimensional coordinates of the point to be measured includes: 若已知北斗天线1,北斗天线2点的坐标,且北斗天线1,北斗天线2,和p三点位于同一直线上,测出p到北斗天线2点的距离,根据北斗天线1点坐标推导求得p点坐标;If the coordinates of Beidou antenna 1 and Beidou antenna 2 are known, and Beidou antenna 1, Beidou antenna 2, and p are on the same line, measure the distance from p to Beidou antenna 2, and derive it from the coordinates of Beidou antenna 1. Find the coordinates of point p; 利用共线方程,求得待测点三维坐标的方法具体包括:Using the collinear equation, the method of obtaining the three-dimensional coordinates of the point to be measured includes: 北斗天线1,北斗天线2两点的坐标分别为(x1,y1,z1),(x2,y2,z2),待测点p的坐标为(x,y,z),点p到点2的距离为D,则北斗天线1,北斗天线2点所在直线的方向向量s为(x1-x2,y1-y2,z1-z2),直线上任意一点的坐标((X,Y,Z)满足The coordinates of Beidou antenna 1 and Beidou antenna 2 are (x 1 , y 1 , z 1 ), (x 2 , y 2 , z 2 ), respectively, and the coordinates of the point to be measured p are (x, y, z), The distance from point p to point 2 is D, then the direction vector s of the line where Beidou antenna 1 and Beidou antenna 2 are located is (x 1 -x 2 , y 1 -y 2 , z 1 -z 2 ), any point on the line The coordinates of ((X, Y, Z) satisfy
Figure FDA0003519374050000011
Figure FDA0003519374050000011
将直线的参数方程表示为The parametric equation of the line is expressed as
Figure FDA0003519374050000012
Figure FDA0003519374050000012
用激光测距仪测得由点p到北斗天线2点的距离D,有The distance D from point p to point 2 of Beidou antenna is measured with a laser range finder, we have (x-x2)2+(y-y2)2+(z-z2)2=D2 (xx 2 ) 2 +(yy 2 ) 2 +(zz 2 ) 2 =D 2 因为点p在北斗天线1点、北斗天线2点确定的直线上,满足Because point p is on the straight line determined by Beidou antenna 1 point and Beidou antenna 2 point, it satisfies
Figure FDA0003519374050000021
Figure FDA0003519374050000021
but t2(x1-x2)2+t2(y1-y2)2+t2(z1-z2)2=D2 t 2 (x 1 -x 2 ) 2 +t 2 (y 1 -y 2 ) 2 +t 2 (z 1 -z 2 ) 2 =D 2 化简,得到Simplify, get
Figure FDA0003519374050000022
Figure FDA0003519374050000022
由直线的参数方程得,点p的坐标为From the parametric equation of the straight line, the coordinates of the point p are
Figure FDA0003519374050000023
Figure FDA0003519374050000023
式中的正负号,根据实际中点p与北斗天线1点、北斗天线2点的相对位置确定;The positive and negative signs in the formula are determined according to the relative positions of the actual midpoint p, the 1 point of the Beidou antenna, and the 2 point of the Beidou antenna; 一种实施所述基于北斗双天线和激光测距仪的实时定位方法的基于北斗双天线和激光测距仪的实时定位装置包括:A real-time positioning device based on the Beidou dual antennas and the laser rangefinder for implementing the real-time positioning method based on the Beidou dual antennas and the laser rangefinder includes: 北斗天线,固定横梁上,并通过基座固定在三脚架上;Beidou antenna, fixed on the beam, and fixed on the tripod through the base; 激光测距仪,位于横梁一端,并通过望远镜瞄准待测点;Laser rangefinder, located at one end of the beam, and aiming at the point to be measured through the telescope; 通信模块,用于接收基准站电台、移动网络或卫星播发的增强信息;Communication module for receiving enhanced information broadcast by base station radio, mobile network or satellite; 数据处理单元,利用两个北斗天线接收的观测数据和通信模块接收的增强信息,实时计算两个北斗天线的三维坐标,并利用天线坐标和测距仪输出距离解算待测点坐标;The data processing unit uses the observation data received by the two Beidou antennas and the enhanced information received by the communication module to calculate the three-dimensional coordinates of the two Beidou antennas in real time, and use the antenna coordinates and the distance output from the rangefinder to calculate the coordinates of the point to be measured; 电源,为北斗天线、测距仪、通信模块提供电源;Power supply, providing power for Beidou antenna, rangefinder, communication module; 横梁采用合金材质制成,能绕水平轴和竖轴旋转;The beam is made of alloy material and can rotate around the horizontal and vertical axes; 电源采用太阳能充电和外接能源;The power supply adopts solar charging and external energy; 通信模块、数据处理单元、电源为分离模式或集中在一个固定箱内。The communication module, data processing unit, and power supply are in separate mode or in a fixed box.
2.一种存储在计算机可读介质上的计算机程序产品,包括计算机可读程序,供于电子装置上执行时,提供用户输入接口以实施如权利要求1所述基于北斗双天线和激光测距仪的实时定位方法。2. a computer program product stored on a computer-readable medium, comprising a computer-readable program, when being executed on an electronic device, a user input interface is provided to implement based on the Beidou dual antenna and laser ranging as claimed in claim 1 The real-time positioning method of the instrument. 3.一种计算机可读存储介质,包括指令,当其在计算机上运行时,使得计算机执行如权利要求1所述的基于北斗双天线和激光测距仪的实时定位方法。3. A computer-readable storage medium, comprising instructions that, when executed on a computer, cause the computer to execute the real-time positioning method based on a Beidou dual antenna and a laser rangefinder as claimed in claim 1.
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