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CN202404229U - GPS positioning radar corner reflector - Google Patents

GPS positioning radar corner reflector Download PDF

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Publication number
CN202404229U
CN202404229U CN2012200104416U CN201220010441U CN202404229U CN 202404229 U CN202404229 U CN 202404229U CN 2012200104416 U CN2012200104416 U CN 2012200104416U CN 201220010441 U CN201220010441 U CN 201220010441U CN 202404229 U CN202404229 U CN 202404229U
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support column
radar
gps
corner reflector
reflector
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范洪冬
陈炳乾
祝传广
邓碦中
权洁
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China University of Mining and Technology CUMT
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China University of Mining and Technology CUMT
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Abstract

一种GPS定位雷达角反射器,水泥台的固定底座上有三角底座,三角底座上的前支撑柱、中支撑柱和后支撑柱支撑三角锥形反射器,支撑杆的顶端连接有GPS接收机,底端连接在后支撑柱下部,后支撑柱上连接有索具螺旋扣。由于本实用新型采用上述结构,可以进行实时定位;野外测量不必携带GPS三脚架;可解算大气相位,以便修正或减弱雷达波束中所存在的大气延迟相位;可协助完成干涉相位的解缠工作;可提高雷达影像地理编码的精度;可用GPS得到的地表变形量来校正角反射器雷达干涉测量技术技术所得到的地表形变量,以便提高角反射器雷达干涉测量技术的监测地表沉降的精度。

Figure 201220010441

A GPS positioning radar corner reflector, the fixed base of the cement platform has a triangular base, the front support column, the middle support column and the rear support column on the triangular base support the triangular conical reflector, and the top of the support bar is connected with a GPS receiver , the bottom end is connected to the lower part of the rear support column, and the rear support column is connected with a rigging turnbuckle. Because the utility model adopts the above-mentioned structure, it can perform real-time positioning; it is not necessary to carry a GPS tripod for field measurement; it can solve the atmospheric phase so as to correct or weaken the atmospheric delay phase existing in the radar beam; it can assist in the unwrapping of the interferometric phase; The accuracy of radar image geocoding can be improved; the surface deformation obtained by GPS can be used to correct the surface deformation obtained by corner reflector radar interferometry technology, so as to improve the accuracy of monitoring surface settlement by corner reflector radar interferometry technology.

Figure 201220010441

Description

一种GPS定位雷达角反射器A GPS positioning radar corner reflector

技术领域 technical field

本实用新型涉及一种用于监测地表沉降的干涉测量雷达装置,尤其是能够实现角反射器的定位功能,可根据GPS得到的大气延迟,减弱或修正合成孔径干涉测量技术所存在的大气相位。 The utility model relates to an interferometric radar device for monitoring land surface subsidence, in particular, it can realize the positioning function of a corner reflector, and can weaken or correct the atmospheric phase existing in the synthetic aperture interferometric technique according to the atmospheric delay obtained by GPS.

背景技术 Background technique

目前,作为雷达干涉测量中的前沿技术,角反射器雷达干涉测量技术(CR-InSAR)在地表沉降监测过程中应用愈来愈广。如:德国波茨坦地质中心的夏耶提出利用导电性能和导磁性能良好、电容率大的金属材料制成的角反射器进行地表沉降的变形监测;国内的中国矿业大学、中南大学、中国科学院、武汉大学、北京科技大学等单位利用该技术对矿区、高速公路、山川、城市等地表变形情况进行了监测,所用角反射器一般由铝制材料做成,但现有的角反射器虽然可以通过调整其倾斜度来接受不同方向的雷达入射波,但其只能对雷达波束进行反射,而不能实现角反射器的快速实时定位及雷达波束中大气延迟相位的探测。 At present, as a cutting-edge technology in radar interferometry, corner reflector radar interferometry (CR-InSAR) is more and more widely used in the process of surface subsidence monitoring. For example: Shayer of the Potsdam Geological Center in Germany proposed to use a corner reflector made of a metal material with good electrical conductivity and magnetic permeability and a large permittivity to monitor the deformation of the surface subsidence; domestic China University of Mining and Technology, Central South University, Chinese Academy of Sciences, Wuhan University, Beijing University of Science and Technology and other units have used this technology to monitor the surface deformation of mining areas, highways, mountains, cities, etc. The corner reflectors used are generally made of aluminum materials, but the existing corner reflectors can pass through Adjust its inclination to accept radar incident waves in different directions, but it can only reflect the radar beam, but cannot realize the fast real-time positioning of the corner reflector and the detection of the atmospheric delay phase in the radar beam.

发明内容 Contents of the invention

本实用新型的目的是提供一种能实现快速实时定位及雷达波束中大气延迟相位探测的GPS定位雷达角反射器。 The purpose of the utility model is to provide a GPS positioning radar corner reflector which can realize fast real-time positioning and atmospheric delay phase detection in the radar beam.

本实用新型的目的是这样实现的:三角底座上的前支撑柱、中支撑柱和后支撑柱支撑三角锥形反射器,支撑杆的顶端连接有GPS接收机,底端连接在后支撑柱下部,后支撑柱上连接有索具螺旋扣。 The purpose of this utility model is achieved in that the front support column, the middle support column and the rear support column on the triangular base support the triangular conical reflector, the top of the support bar is connected with a GPS receiver, and the bottom end is connected to the bottom of the rear support column , the rear support column is connected with a rigging turnbuckle.

由于本实用新型采用上述结构,可以进行实时定位;野外测量不必携带GPS三脚架;可解算大气相位,以便修正或减弱雷达波束中所存在的大气延迟相位;可协助完成干涉相位的解缠工作;可提高雷达影像地理编码的精度;可用GPS得到的地表变形量来校正角反射器雷达干涉测量技术技术所得到的地表形变量,以便提高角反射器雷达干涉测量技术的监测地表沉降的精度。 Because the utility model adopts the above-mentioned structure, it can perform real-time positioning; it is not necessary to carry a GPS tripod for field measurement; it can solve the atmospheric phase so as to correct or weaken the atmospheric delay phase existing in the radar beam; it can assist in the unwrapping of the interferometric phase; The accuracy of radar image geocoding can be improved; the surface deformation obtained by GPS can be used to correct the surface deformation obtained by corner reflector radar interferometry technology, so as to improve the accuracy of monitoring surface settlement by corner reflector radar interferometry technology.

附图说明 Description of drawings

图1为本实用新型实施例的结构图。 Fig. 1 is the structural diagram of the utility model embodiment.

图中1水泥台、2底座螺栓、3三角底座,4前支撑柱、5中支撑柱、6三角锥形反射器、7GPS接收机、8上固定螺栓、9支撑杆、10索具螺旋扣、11连接螺栓、12下固定螺栓、13后支撑柱、14固定底座。  In the figure, 1 cement platform, 2 base bolts, 3 triangular base, 4 front support columns, 5 middle support columns, 6 triangular conical reflectors, 7 GPS receivers, 8 upper fixing bolts, 9 support rods, 10 rigging turnbuckles, 11 connecting bolts, 12 lower fixing bolts, 13 rear support columns, 14 fixed bases. the

具体实施方式 Detailed ways

实施例:水泥台1的固定底座14上有三角底座3,三角底座3上的前支撑柱4、中支撑柱5和后支撑柱13支撑三角锥形反射器6,支撑杆9的顶端连接有GPS接收机7,底端通过连接螺栓11连接在后支撑柱13下部,后支撑柱13上连接有索具螺旋扣10。 Embodiment: a triangular base 3 is arranged on the fixed base 14 of the cement platform 1, and the front support column 4, the middle support column 5 and the rear support column 13 on the triangular base 3 support the triangular conical reflector 6, and the top of the support rod 9 is connected with The bottom end of the GPS receiver 7 is connected to the bottom of the rear support column 13 through a connecting bolt 11, and the rear support column 13 is connected with a rigging turnbuckle 10.

通过底座螺栓2将三角底座3和固定底座14连接,前支撑柱4和中支撑柱5是固定支撑柱,后支撑柱13是可调的支撑柱,通过索具螺旋扣10可以调节三角锥形反射器6高度;三角锥形反射器6由铝制材料制成,三面铝片包裹,一面中空,中空面对准雷达波入射方向;GPS接收机7通过支撑杆9上端的螺纹固定,支撑杆9是可抽拉性杆且上面有标度,可以通过松动上固定螺栓8来调节支撑杆9的高度,并且当三角锥形反射器6倾斜角度过大时,可以通过松动下固定螺栓12来延长支撑杆9在横向方向上的长度来保证支撑杆9不与三角锥形反射器6接触。 The triangular base 3 and the fixed base 14 are connected by the base bolt 2, the front support column 4 and the middle support column 5 are fixed support columns, the rear support column 13 is an adjustable support column, and the triangular cone shape can be adjusted through the rigging turnbuckle 10. The height of the reflector 6; the triangular conical reflector 6 is made of aluminum material, wrapped by aluminum sheets on three sides, one side is hollow, and the hollow surface is aligned with the incident direction of the radar wave; the GPS receiver 7 is fixed by the thread on the upper end of the support rod 9, and the support rod 9 is a pullable rod with a scale on it, the height of the support rod 9 can be adjusted by loosening the upper fixing bolt 8, and when the angle of inclination of the triangular conical reflector 6 is too large, it can be adjusted by loosening the lower fixing bolt 12 Extending the length of the support rod 9 in the lateral direction ensures that the support rod 9 does not contact the triangular conical reflector 6 .

当使用本实用新型接受雷达波时,首先根据雷达波的入射方向来调节底座固定螺栓2使得三角锥形反射器6在平面内转到雷达波入射的方向,然后调节后支撑柱13上的索具螺旋扣10调整三角锥形反射器6的高度来精确确定接受雷达波的位置从而可以使得雷达波发生与入射方向平行的反射。调整好三角锥形反射器6的位置后可将GPS接收机7安装到支撑杆9上,开机进行与三角锥形反射器6同步的GPS静态测量,通过GPS测量结果可以实现该三角锥形反射器6的高精度定位并可以反算大气延迟来提高角反射器雷达干涉测量结果的精度。 When using the utility model to receive radar waves, first adjust the base fixing bolt 2 according to the incident direction of the radar waves so that the triangular conical reflector 6 turns to the incident direction of the radar waves in the plane, and then adjust the cable on the rear support column 13 The turnbuckle 10 adjusts the height of the triangular conical reflector 6 to accurately determine the position where the radar wave is received so that the radar wave can be reflected parallel to the incident direction. After adjusting the position of the triangular conical reflector 6, the GPS receiver 7 can be installed on the support rod 9, start the GPS static measurement synchronously with the triangular conical reflector 6, and the triangular conical reflector can be realized by the GPS measurement results The high-precision positioning of the reflector 6 and the inverse calculation of the atmospheric delay can improve the accuracy of the corner reflector radar interferometry results.

Claims (1)

1. 一种GPS定位雷达角反射器,三角底座上的前支撑柱、中支撑柱和后支撑柱支撑三角锥形反射器,其特征是:支撑杆的顶端连接有GPS接收机,底端连接在后支撑柱下部,后支撑柱上连接有索具螺旋扣。 1. A GPS positioning radar corner reflector, the front support column, the middle support column and the rear support column on the triangular base support the triangular conical reflector, and it is characterized in that: the top of the support bar is connected with a GPS receiver, and the bottom end is connected with At the lower part of the rear support column, a rigging turnbuckle is connected to the rear support column.
CN2012200104416U 2012-01-11 2012-01-11 GPS positioning radar corner reflector Expired - Fee Related CN202404229U (en)

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Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103630879A (en) * 2013-03-05 2014-03-12 中国科学院电子学研究所 Corner reflector
CN104459630A (en) * 2014-11-13 2015-03-25 安徽理工大学 Portable satellite signal enhancement device
CN107329140A (en) * 2017-07-28 2017-11-07 安徽威德萨科技有限公司 A kind of road and bridge holistic health monitoring method
CN107988882A (en) * 2017-12-15 2018-05-04 吉林省交通科学研究所 A kind of multifunctional high speed Deformed Highway monitoring base station and its method of work
CN108427103A (en) * 2018-04-20 2018-08-21 中铁第四勘察设计院集团有限公司 A kind of corner reflector for the calibration of ground-based radar echo-signal
CN108931762A (en) * 2018-09-04 2018-12-04 中国安全生产科学研究院 Slope displacement monitoring radar accuracy caliberating device
CN112014802A (en) * 2020-09-09 2020-12-01 武汉大学 Assembled radar satellite triangular reflector
CN113405447A (en) * 2020-05-19 2021-09-17 湖南北斗微芯产业发展有限公司 Track traffic deformation monitoring method, device and equipment integrating InSAR and GNSS
CN115453499A (en) * 2022-09-14 2022-12-09 重庆地质矿产研究院 A Mobile Calibrator for Airborne LiDAR Acquisition for Timing Detection of Weak Surface Changes
RU2806805C1 (en) * 2023-03-20 2023-11-07 Общество с ограниченной ответственностью "НК "Роснефть" - Научно-Технический Центр" Method for measuring draft of engineering structures by means of radar emitter/detector attached to unmanned aerial vehicle equipped with positioning system

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103630879A (en) * 2013-03-05 2014-03-12 中国科学院电子学研究所 Corner reflector
CN104459630A (en) * 2014-11-13 2015-03-25 安徽理工大学 Portable satellite signal enhancement device
CN107329140A (en) * 2017-07-28 2017-11-07 安徽威德萨科技有限公司 A kind of road and bridge holistic health monitoring method
CN107329140B (en) * 2017-07-28 2019-06-25 安徽威德萨科技有限公司 A kind of road and bridge holistic health monitoring method
CN107988882A (en) * 2017-12-15 2018-05-04 吉林省交通科学研究所 A kind of multifunctional high speed Deformed Highway monitoring base station and its method of work
CN107988882B (en) * 2017-12-15 2023-12-22 吉林省交通科学研究所 Working method of multifunctional highway deformation monitoring base station
CN108427103A (en) * 2018-04-20 2018-08-21 中铁第四勘察设计院集团有限公司 A kind of corner reflector for the calibration of ground-based radar echo-signal
CN108931762A (en) * 2018-09-04 2018-12-04 中国安全生产科学研究院 Slope displacement monitoring radar accuracy caliberating device
CN113405447A (en) * 2020-05-19 2021-09-17 湖南北斗微芯产业发展有限公司 Track traffic deformation monitoring method, device and equipment integrating InSAR and GNSS
CN112014802A (en) * 2020-09-09 2020-12-01 武汉大学 Assembled radar satellite triangular reflector
CN115453499A (en) * 2022-09-14 2022-12-09 重庆地质矿产研究院 A Mobile Calibrator for Airborne LiDAR Acquisition for Timing Detection of Weak Surface Changes
RU2806805C1 (en) * 2023-03-20 2023-11-07 Общество с ограниченной ответственностью "НК "Роснефть" - Научно-Технический Центр" Method for measuring draft of engineering structures by means of radar emitter/detector attached to unmanned aerial vehicle equipped with positioning system

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