CN103913146B - The continuous operational monitoring station of GNSS - Google Patents
The continuous operational monitoring station of GNSS Download PDFInfo
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- CN103913146B CN103913146B CN201410139201.XA CN201410139201A CN103913146B CN 103913146 B CN103913146 B CN 103913146B CN 201410139201 A CN201410139201 A CN 201410139201A CN 103913146 B CN103913146 B CN 103913146B
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- 238000012544 monitoring process Methods 0.000 title claims abstract description 59
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Classifications
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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
- G01S19/00—Satellite radio beacon positioning systems; Determining position, velocity or attitude using signals transmitted by such systems
- G01S19/01—Satellite radio beacon positioning systems transmitting time-stamped messages, e.g. GPS [Global Positioning System], GLONASS [Global Orbiting Navigation Satellite System] or GALILEO
- G01S19/13—Receivers
- G01S19/14—Receivers specially adapted for specific applications
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
- G01B21/00—Measuring arrangements or details thereof, where the measuring technique is not covered by the other groups of this subclass, unspecified or not relevant
- G01B21/22—Measuring arrangements or details thereof, where the measuring technique is not covered by the other groups of this subclass, unspecified or not relevant for measuring angles or tapers; for testing the alignment of axes
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C5/00—Measuring height; Measuring distances transverse to line of sight; Levelling between separated points; Surveyors' levels
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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
- G01S19/00—Satellite radio beacon positioning systems; Determining position, velocity or attitude using signals transmitted by such systems
- G01S19/01—Satellite radio beacon positioning systems transmitting time-stamped messages, e.g. GPS [Global Positioning System], GLONASS [Global Orbiting Navigation Satellite System] or GALILEO
- G01S19/13—Receivers
- G01S19/34—Power consumption
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- Radar, Positioning & Navigation (AREA)
- Remote Sensing (AREA)
- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- Computer Networks & Wireless Communication (AREA)
- Position Fixing By Use Of Radio Waves (AREA)
Abstract
本发明提供一种GNSS连续运行监测站，包括：GNSS接收机，GNSS天线，蓄电池，支架，其中，所述GNSS天线置于所述支架的顶部，所述GNSS接收机置于所述支架的中部，所述蓄电池置于所述支架的底部，所述GNSS接收机与所述GNSS天线相连，所述GNSS接收机用于将所述GNSS天线获取的地表定位信息传送至基站服务器，所述蓄电池用于提供电源，本发明解决了现有技术中监测手段落后、效率低和无法实现野外实时数据传输的技术问题。
The present invention provides a GNSS continuous operation monitoring station, comprising: a GNSS receiver, a GNSS antenna, a storage battery, and a bracket, wherein the GNSS antenna is placed on the top of the bracket, and the GNSS receiver is placed in the middle of the bracket , the storage battery is placed at the bottom of the bracket, the GNSS receiver is connected to the GNSS antenna, and the GNSS receiver is used to transmit the surface positioning information obtained by the GNSS antenna to the base station server, and the storage battery is used In order to provide power, the invention solves the technical problems of outdated monitoring means, low efficiency and inability to realize real-time data transmission in the field in the prior art.
Description
技术领域 technical field
本发明涉及一种监测技术，特别涉及一种全球卫星导航（GlobalNavigationSatelliteSystem，简称：GNSS）连续运行监测站。 The present invention relates to a monitoring technology, in particular to a continuous operation monitoring station of Global Navigation Satellite System (GNSS for short).
背景技术 Background technique
地面沉降是指由于自然因素或人类工程活动引发的地下松散岩层固结压缩并导致一定区域范围内地面高程降低的地质现象，也就是常说的地面下沉或地陷。近年来，煤矿的开采造成了大量的地表沉降、塌陷，导致建筑物、道路等人工设施严重损毁，大面积农田破坏，甚至造成生命财产的损失。因此，研究煤矿开采沉降监测技术具有重要的理论和实践意义。 Land subsidence refers to a geological phenomenon in which the underground loose rock layer is consolidated and compressed due to natural factors or human engineering activities and causes the ground elevation to decrease in a certain area, which is often referred to as ground subsidence or ground subsidence. In recent years, the mining of coal mines has caused a large number of surface subsidence and subsidence, resulting in serious damage to artificial facilities such as buildings and roads, damage to large areas of farmland, and even loss of life and property. Therefore, it has important theoretical and practical significance to study the settlement monitoring technology of coal mining.
目前地面沉降测量方法包括水准测量、基岩标和分层标测量，这些方法精度很高，但只能在比较小的范围内开展工作，而且监测手段多是单接收机静态观测，功能单一，效率较低，无法实现野外实时数据的传输功能。 At present, land subsidence measurement methods include leveling, bedrock and layered markers. These methods have high precision, but they can only work in a relatively small range, and most of the monitoring methods are single-receiver static observations with single functions. The efficiency is low, and the transmission function of real-time data in the field cannot be realized.
发明内容 Contents of the invention
本发明提供一种GNSS连续运行监测站，解决了现有技术中监测手段落后、效率低和无法实现野外实时数据传输的技术问题。 The invention provides a GNSS continuous operation monitoring station, which solves the technical problems of outdated monitoring means, low efficiency and inability to realize real-time data transmission in the field in the prior art.
本发明提供一种GNSS连续运行监测站，包括： The invention provides a GNSS continuous operation monitoring station, comprising:
GNSS接收机，GNSS天线，蓄电池，支架，其中，所述GNSS天线置于所述支架的顶部，所述GNSS接收机置于所述支架的中部，所述蓄电池置于所述支架的底部，所述GNSS接收机与所述GNSS天线相连，所述GNSS接收机用于将所述GNSS天线获取的地表定位信息传送至基站服务器，所述蓄电池用于提供电源。 GNSS receiver, GNSS antenna, battery, bracket, wherein, the GNSS antenna is placed on the top of the bracket, the GNSS receiver is placed in the middle of the bracket, and the battery is placed at the bottom of the bracket, the The GNSS receiver is connected to the GNSS antenna, the GNSS receiver is used to transmit the ground surface positioning information acquired by the GNSS antenna to the base station server, and the storage battery is used to provide power.
如上所述的GNSS连续运行监测站，优选的是，所述GNSS连续运行监测站还包括： The GNSS continuous operation monitoring station as described above, preferably, the GNSS continuous operation monitoring station also includes:
倾角仪，所述倾角仪置于所述支架的底部，所述倾角仪与所述GNSS接收机相连，所述GNSS接收机用于将所述倾角仪检测的地表移动信息传送至所述基站服务器。 An inclinometer, the inclinometer is placed at the bottom of the support, the inclinometer is connected to the GNSS receiver, and the GNSS receiver is used to transmit the ground movement information detected by the inclinometer to the base station server .
如上所述的GNSS连续运行监测站，优选的是，所述GNSS连续运行监测站还包括： The GNSS continuous operation monitoring station as described above, preferably, the GNSS continuous operation monitoring station also includes:
摄像头，所述摄像头设置在所述支架上且位于所述GNSS天线和所述GNSS接收机之间，所述摄像头用于连续监控监测站区域并向所述基站服务器传输视频信息。 A camera, the camera is arranged on the bracket and located between the GNSS antenna and the GNSS receiver, the camera is used to continuously monitor the area of the monitoring station and transmit video information to the base station server.
如上所述的GNSS连续运行监测站，优选的是，所述GNSS连续运行监测站还包括： The GNSS continuous operation monitoring station as described above, preferably, the GNSS continuous operation monitoring station also includes:
避雷针，所述避雷针设置在所述支架上且位于所述摄像头和所述GNSS接收机之间，所述避雷针用于防止所述GNSS接收机受到直接雷和所述蓄电池电源的感应雷的破坏 A lightning rod, the lightning rod is arranged on the support and is located between the camera and the GNSS receiver, the lightning rod is used to prevent the GNSS receiver from being damaged by direct lightning and induction lightning of the battery power supply
如上所述的GNSS连续运行监测站，优选的是，所述GNSS连续运行监测站还包括： The GNSS continuous operation monitoring station as described above, preferably, the GNSS continuous operation monitoring station also includes:
强制对中装置，所述强制对中装置设置在所述支架的顶部，用于安装所述GNSS天线。 A forced centering device, the forced centering device is arranged on the top of the bracket, and is used for installing the GNSS antenna.
如上所述的GNSS连续运行监测站，优选的是，所述蓄电池通过太阳能电池板进行充电。 As for the above-mentioned GNSS continuous operation monitoring station, preferably, the storage battery is charged through a solar panel.
如上所述的GNSS连续运行监测站，优选的是， GNSS continuous operation monitoring station as described above, preferably,
所述支架由观测墩和水泥电线杆组成，所述观测墩用于固定所述水泥电线杆，所述水泥电线杆的高度不低于6m。 The support consists of observation piers and cement utility poles, the observation piers are used to fix the cement utility poles, and the height of the cement utility poles is not less than 6m.
本发明提供的GNSS连续运行监测站，通过GNSS接收机实时地将GNSS天线获取的地表定位信息传送至基站服务器，提高了对监测区域的监控效率，而且通过传送倾角仪检测的地表的移动信息，提高了监测结果的准确性和可靠性。 The GNSS continuous operation monitoring station provided by the present invention transmits the ground positioning information obtained by the GNSS antenna to the base station server in real time through the GNSS receiver, which improves the monitoring efficiency of the monitoring area, and by transmitting the movement information of the ground surface detected by the inclinometer, The accuracy and reliability of the monitoring results are improved.
附图说明 Description of drawings
图1是本发明GNSS连续运行监测站实施例一的结构示意图； Fig. 1 is the structural representation of embodiment one of GNSS continuous operation monitoring station of the present invention;
图2是本发明GNSS连续运行监测站实施例二的结构示意图； Fig. 2 is the structural representation of the second embodiment of the GNSS continuous operation monitoring station of the present invention;
图3是本发明GNSS连续运行监测站的侧视图； Fig. 3 is the side view of GNSS continuous operation monitoring station of the present invention;
图4是本发明GNSS连续运行监测站的俯视图。 Fig. 4 is a top view of the GNSS continuous operation monitoring station of the present invention.
具体实施方式 detailed description
本实施例中，GNSS连续运行监测站建设在满足GNSS观测环境要求的位置，可以为煤块开采工作面的地表，还可以根据实际需求建设在需要检测地面沉降的位置，图1是本发明GNSS连续运行监测站实施例一的结构示意图，如图1所述，GNSS连续运行监测站包括： In this embodiment, the GNSS continuous operation monitoring station is built at a position that meets the requirements of the GNSS observation environment. It can be the surface of the coal mining face, and it can also be built at a position where ground subsidence needs to be detected according to actual needs. Figure 1 is a GNSS monitoring station of the present invention. The structural diagram of the first embodiment of the continuous operation monitoring station, as shown in Figure 1, the GNSS continuous operation monitoring station includes:
GNSS接收机2，GNSS天线1，蓄电池4，支架3，其中，GNSS天线1置于支架3的顶部，GNSS接收机2置于所述支架3的中部，具体的可以根据实际需求设置在支架3上，所述蓄电池4置于支架3的底部，其中GNSS接收机2和蓄电池4的设置方式可以先将仪器箱设置在支架3相应的位置，然后将GNSS接收机2和蓄电池4置于对应的仪器箱内，在本实施例中，GNSS天线1和GNSS接收机2相连，GNSS接收机2通过GNSS天线1可以同时接收北斗、全球定位系统（GlobalPositioningSystem简称：GPS）、全球卫星导航系统（GLOBALNavigationSatelliteSystem，简称：GLONASS）卫星信号，从而实时地观测地表的定位信息，GNSS接收机2根据设定的周期将地表的定位信息通过光纤、第三代移动通信技术(3rd-Generation，简称：3G)、通用分组无线服务技术（GeneralPacketRadioService，简称：GPRS）或无线网桥方式传输给基站服务器，以使基站服务器根据接收到的地表定位信息及时地分析地表沉降变形状态，本实施例中，大部分监测站建设在野外，所以，通过蓄电池4为GNSS天线1和GNSS接收机2提供不间断供电，在本实施例中，可以通过太阳能电池板吸收太阳光转化为电能或通过将风能转化为电能，存储在蓄电池4中，具体可以根据实际情况选择相应的方式给蓄电池4充电，本实施例不加以限制。 GNSS receiver 2, GNSS antenna 1, battery 4, bracket 3, wherein, GNSS antenna 1 is placed on the top of bracket 3, and GNSS receiver 2 is placed in the middle of the bracket 3, which can be set on the bracket 3 according to actual needs Above, the storage battery 4 is placed at the bottom of the bracket 3, wherein the arrangement of the GNSS receiver 2 and the storage battery 4 can first set the instrument box on the corresponding position of the bracket 3, and then place the GNSS receiver 2 and the storage battery 4 on the corresponding In the instrument box, in this embodiment, the GNSS antenna 1 is connected to the GNSS receiver 2, and the GNSS receiver 2 can simultaneously receive Beidou, Global Positioning System (Global Positioning System: GPS), Global Navigation Satellite System (GLOBAL Navigation Satellite System, Abbreviation: GLONASS) satellite signal, so as to observe the positioning information of the earth's surface in real time, GNSS receiver 2 transmits the positioning information of the earth's surface according to the set period The packet wireless service technology (General Packet Radio Service, referred to as: GPRS) or the wireless bridge method is transmitted to the base station server, so that the base station server can analyze the ground subsidence and deformation state in time according to the received ground surface positioning information. In this embodiment, most of the monitoring station construction In the wild, therefore, the battery 4 provides uninterrupted power supply for the GNSS antenna 1 and the GNSS receiver 2. In this embodiment, solar panels can absorb sunlight and convert it into electrical energy or convert wind energy into electrical energy, which is stored in the battery. 4, specifically, a corresponding method can be selected to charge the storage battery 4 according to the actual situation, which is not limited in this embodiment.
本实施例提供的GNSS连续运行监测站，通过GNSS接收机实时地接收观测信息且将GNSS天线获取的地表定位信息传送至基站服务器，实现了监测区内不间断观测，提高了监测的实时性，加强了对监测区域的监控效果。 The GNSS continuous operation monitoring station provided by this embodiment receives observation information in real time through the GNSS receiver and transmits the ground surface positioning information obtained by the GNSS antenna to the base station server, thereby realizing uninterrupted observation in the monitoring area and improving the real-time performance of monitoring. The monitoring effect of the monitoring area has been strengthened.
图2是本发明GNSS连续运行监测站实施例二的结构示意图，在上述实施例的基础上，本实施例中，如图2所示，GNSS连续运行监测站还包括：倾角仪5，倾角仪5置于支架3的底部，具体可以如上述实施例中蓄电池4的设置方式，与蓄电池4都置于设置在支架3底部的一个仪器箱内，所述倾角仪5与所述GNSS接收机2相连，倾角仪5用于检测地表的移动信息，并将获取的地表移动信息传输给GNSS接收机2，GNSS接收机2将检测的地表定位信息和地表的移动信息以无线网络实时传输至基站服务器，从而更全面地分析地表沉降变形信息，在本实施例中，在实时观测的基础上，再设置倾角仪5，可以提高检测结果的准确性和可靠性。 Fig. 2 is the structural representation of embodiment two of GNSS continuous operation monitoring station of the present invention, on the basis of above-mentioned embodiment, in this embodiment, as shown in Fig. 2, GNSS continuous operation monitoring station also comprises: inclinometer 5, inclinometer 5 is placed at the bottom of the bracket 3, specifically as the arrangement of the storage battery 4 in the above-mentioned embodiment, and the storage battery 4 is placed in an instrument box arranged at the bottom of the bracket 3, the inclinometer 5 and the GNSS receiver 2 Connected, the inclinometer 5 is used to detect the movement information of the ground surface, and transmit the acquired ground movement information to the GNSS receiver 2, and the GNSS receiver 2 transmits the detected ground surface positioning information and the ground movement information to the base station server in real time through the wireless network , so as to analyze the surface subsidence and deformation information more comprehensively. In this embodiment, on the basis of real-time observation, an inclinometer 5 is installed to improve the accuracy and reliability of the detection results.
进一步的，GNSS连续运行监测站还包括： Further, the GNSS continuous operation monitoring station also includes:
摄像头8，摄像头8设置在支架3上且处于GNSS天线1和GNSS接收机2之间，摄像头8还可以根据实际运用设置在能够监测到更大范围的位置，摄像头8用于连续监控监测站区域并通过网络方式向基站服务器传输视频信息，通过摄像头8基站服务器能更加直观地观测到监控区域的地表情况。 Camera 8, the camera 8 is set on the bracket 3 and is between the GNSS antenna 1 and the GNSS receiver 2, the camera 8 can also be set in a position where a wider range can be monitored according to the actual application, and the camera 8 is used for continuous monitoring of the monitoring station area The video information is transmitted to the base station server through the network, and the ground conditions of the monitoring area can be observed more intuitively through the camera 8 base station server.
进一步的，GNSS连续运行监测站还包括： Further, the GNSS continuous operation monitoring station also includes:
避雷针10，避雷针10设置在支架3上且位于摄像头8和所述GNSS接收机2之间，避雷针10还可以根据实际运用设置在支架3上某一位置，避雷针10用于防止GNSS接收机2受到直接的雷电天气和蓄电池4的感应雷的破坏。 The lightning rod 10, the lightning rod 10 is arranged on the bracket 3 and is located between the camera 8 and the GNSS receiver 2, the lightning rod 10 can also be arranged on a certain position on the bracket 3 according to the actual application, and the lightning rod 10 is used to prevent the GNSS receiver 2 from being damaged. Direct lightning weather and the destruction of accumulator 4's induction lightning.
进一步的，GNSS连续运行监测站还包括： Further, the GNSS continuous operation monitoring station also includes:
强制对中装置9，强制对中装置9设置在所述支架3的顶部，用于安装所述GNSS天线1，以使GNSS天线1安装更准确。 The forced centering device 9 is arranged on the top of the support 3 for installing the GNSS antenna 1 so that the GNSS antenna 1 can be installed more accurately.
在本实施例中，当所述蓄电池4通过太阳能电池板7进行充电时，GNSS连续运行监测站还包括：太阳能电池板7和电源控制器6，蓄电池4为上述倾角仪5，摄像头8提供不间断电源，电源控制器6用于控制太阳能电池板7给蓄电池4充电，以及还可以控制蓄电池4给上述各个器件供电，其中太阳能电池板7安装位置具体根据实际应用进行安装，可以安装在支架3上，也可以安装在地表的其他位置，本实施例中不加以限制。 In this embodiment, when the storage battery 4 is charged by the solar panel 7, the GNSS continuous operation monitoring station also includes: a solar panel 7 and a power controller 6, the storage battery 4 is the above-mentioned inclinometer 5, and the camera 8 provides Intermittent power supply, the power controller 6 is used to control the solar panel 7 to charge the storage battery 4, and can also control the storage battery 4 to supply power to the above-mentioned components, wherein the installation position of the solar panel 7 is installed according to the actual application, and can be installed on the bracket 3 It can also be installed at other locations on the ground surface, which is not limited in this embodiment.
图3是本发明GNSS连续运行监测站的侧视图，图4是本发明GNSS连续运行监测站的俯视图，如图3和图4所示，本实施例中，GNSS连续运行监测站的支架3可以由观测墩11和水泥电线杆3’组成，所述水泥电线杆3’的高度不低于6m，本实施例中选用的水泥电线杆3’为6m，具体的，在安装过程中，首先在选好安装监测站的位置挖一基坑13，基坑13尺寸为1.5m×1.5m×1.5m，水泥电线杆3’保持铅垂状态竖立于基坑13中，并在距水泥电线杆3’底部1.3m处钻一直径为50mm的圆孔并放置一个直径为50mm的聚氯乙烯（Polyvinylchloridepolymer，简称：PVC）管，同时在距水泥电线杆3’顶部0.8m处钻一直径为50mm的圆孔，各器件之间的电源线和数据线穿过水泥电线杆3’两个圆孔进行连接，而且放置PVC管的这端预留0.40m×0.80m的空槽12，空槽12用于放置倾角仪5和蓄电池4，除空槽12区域外，基坑13的其他部分用水泥沙石浇注，浇注至与地表平齐，待浇注完成后，在水泥电线杆3’与地表接触处用水泥砌高度为0.60m×0.60m×0.60m的观测墩11，起到固定水泥电线杆3’的作用，为了便于识别，观测墩11的外部以红白相间的油漆粉饰；然后，水泥电线杆3’的顶部安装强制对中装置9，并严格整平，在强制对中装置9上安装GNSS天线1；接着，在水泥电线杆3’的顶部向下0.1m处加装合适支撑架以安装360度的摄像头8，在水泥电线杆3’的顶部向下0.5m处安装1.19m长的避雷针10，再用Ф10镀锌圆钢做引下线（可埋在观测墩内）与避雷针10焊接好并引入到地网，在水泥电线杆3’的顶部向下1m处加装仪器箱以存放电源控制器6和GNSS专业接收机2，在水泥电线杆3’的顶部向下1.3m处朝南方向加装合适的支撑架以支撑太阳能电池板7，GNSS连续运行监测站安装完成。 Fig. 3 is a side view of the GNSS continuous operation monitoring station of the present invention, and Fig. 4 is a top view of the GNSS continuous operation monitoring station of the present invention, as shown in Fig. 3 and Fig. 4, in the present embodiment, the support 3 of the GNSS continuous operation monitoring station can be It consists of an observation pier 11 and a cement utility pole 3', the height of the cement utility pole 3' is not less than 6m, and the cement utility pole 3' selected in this embodiment is 6m. Specifically, during the installation process, first place the Select the location where the monitoring station is installed and dig a foundation pit 13. The size of the foundation pit 13 is 1.5m × 1.5m × 1.5m. The cement utility pole 3' is erected in the foundation pit 13 in a plumb state, and is 3' away from the cement utility pole. 'Drill a round hole with a diameter of 50mm at the bottom 1.3m and place a polyvinyl chloride (Polyvinylchloridepolymer, referred to as: PVC) pipe with a diameter of 50mm. Round holes, the power lines and data lines between the devices are connected through the two round holes 3' of the cement pole, and an empty slot 12 of 0.40m×0.80m is reserved at the end where the PVC pipe is placed, for the empty slot 12 Place the inclinometer 5 and battery 4. Except for the area of the empty tank 12, the other parts of the foundation pit 13 are poured with cement sand until it is flush with the ground surface. The observation pier 11 with a height of 0.60m×0.60m×0.60m is built with cement to fix the cement utility pole 3'. In order to facilitate identification, the exterior of the observation pier 11 is decorated with red and white paint; then, the cement wire A mandatory centering device 9 is installed on the top of the pole 3', and it is strictly leveled, and a GNSS antenna 1 is installed on the forced centering device 9; then, a suitable support frame is installed at the top of the cement pole 3' 0.1m downwards to Install a 360-degree camera 8, install a 1.19m long lightning rod 10 at the top of the cement pole 3' 0.5m down, and then use Ф10 galvanized round steel as the down conductor (can be buried in the observation pier) and the lightning rod 10 Welded and introduced to the ground grid, install an instrument box 1m down from the top of the cement utility pole 3' to store the power controller 6 and GNSS professional receiver 2, and 1.3m down from the top of the cement utility pole 3' A suitable support frame is installed in the south direction to support the solar panel 7, and the installation of the GNSS continuous operation monitoring station is completed.
最后应说明的是：以上各实施例仅用以说明本发明的技术方案，而非对其限制；尽管参照前述各实施例对本发明进行了详细的说明，本领域的普通技术人员应当理解：其依然可以对前述各实施例所记载的技术方案进行修改，或者对其中部分或者全部技术特征进行等同替换；而这些修改或者替换，并不使相应技术方案的本质脱离本发明各实施例技术方案的范围。 Finally, it should be noted that: the above embodiments are only used to illustrate the technical solutions of the present invention, rather than limiting them; although the present invention has been described in detail with reference to the foregoing embodiments, those of ordinary skill in the art should understand that: It is still possible to modify the technical solutions described in the foregoing embodiments, or perform equivalent replacements for some or all of the technical features; and these modifications or replacements do not make the essence of the corresponding technical solutions deviate from the technical solutions of the various embodiments of the present invention. scope.
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Families Citing this family (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104360352B (en) * | 2014-11-13 | 2016-08-24 | 广州中海达定位技术有限公司 | GNSS receiver attaching/detaching apparatus |
| CN104913745A (en) * | 2015-06-15 | 2015-09-16 | 成都边界元科技有限公司 | Energy-saving and safe disaster monitoring station device based on Beidou satellite |
| CN105652288A (en) * | 2016-03-18 | 2016-06-08 | 陕西永诺信息科技有限公司 | Novel Beidou foundation reinforcing system |
| CN106895821B (en) * | 2017-03-06 | 2019-03-12 | 成都中电卓景智能科技有限公司 | A kind of settlement monitoring street lamp based on BEI-DOU position system |
| CN109548189A (en) * | 2017-08-10 | 2019-03-29 | 南京金正奇交通设备有限责任公司 | A kind of dedicated GNSS receiver of high-speed rail monitoring |
| CN107547049A (en) * | 2017-10-30 | 2018-01-05 | 华南师范大学 | The monitoring method and monitoring system of a kind of photovoltaic array |
| CN110958028B (en) * | 2018-11-12 | 2022-02-08 | 广东星舆科技有限公司 | Signal receiving device |
| CN111561903B (en) * | 2020-07-14 | 2020-10-30 | 北京讯腾智慧科技股份有限公司 | Bridge deformation monitoring system and method |
| CN112284335B (en) * | 2020-10-28 | 2022-04-22 | 国网江苏省电力有限公司盐城供电分公司 | A system and method for monitoring tower settlement and inclination based on Beidou positioning |
| CN112629488A (en) * | 2020-12-28 | 2021-04-09 | 北京市燃气集团有限责任公司 | Beidou-based settlement monitoring method and system |
| CN112611354A (en) * | 2020-12-30 | 2021-04-06 | 北京岩土工程勘察院有限公司 | A mine surface subsidence monitoring system |
| CN115390098B (en) * | 2022-08-17 | 2025-03-25 | 山东大学 | Coal mining subsidence monitoring method based on GNSS-IR technology |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101571582A (en) * | 2008-04-28 | 2009-11-04 | 天宝导航有限公司 | Position measurement results by a surveying device using a tilt sensor |
| CN102354431A (en) * | 2011-08-06 | 2012-02-15 | 河北省第一测绘院 | Monitoring and prewarning system and method for geological disasters |
| CN102915620A (en) * | 2012-11-13 | 2013-02-06 | 四川大学 | Geologic environment disaster video monitor and geologic environment disaster monitoring method |
| CN203949658U (en) * | 2014-04-08 | 2014-11-19 | 淮南矿业(集团)有限责任公司 | The continuous operational monitoring of GNSS station |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20090093959A1 (en) * | 2007-10-04 | 2009-04-09 | Trimble Navigation Limited | Real-time high accuracy position and orientation system |
-
2014
- 2014-04-08 CN CN201410139201.XA patent/CN103913146B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101571582A (en) * | 2008-04-28 | 2009-11-04 | 天宝导航有限公司 | Position measurement results by a surveying device using a tilt sensor |
| CN102354431A (en) * | 2011-08-06 | 2012-02-15 | 河北省第一测绘院 | Monitoring and prewarning system and method for geological disasters |
| CN102915620A (en) * | 2012-11-13 | 2013-02-06 | 四川大学 | Geologic environment disaster video monitor and geologic environment disaster monitoring method |
| CN203949658U (en) * | 2014-04-08 | 2014-11-19 | 淮南矿业(集团)有限责任公司 | The continuous operational monitoring of GNSS station |
Non-Patent Citations (2)
| Title |
|---|
| 大峰露天煤矿全球导航卫星系统（GNSS）连续运行参考站CORS 技术方案;韦学忠;《露天采矿技术》;20131130;第46-48页 * |
| 简易单基站托管型网络CORS技术的应用;张秋民;《矿山测量》;20120228;第9-11页 * |
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