CN206540548U - The total powerstation of function is measured with instrument high precision - Google Patents

The total powerstation of function is measured with instrument high precision Download PDF

Info

Publication number
CN206540548U
CN206540548U CN201720239663.8U CN201720239663U CN206540548U CN 206540548 U CN206540548 U CN 206540548U CN 201720239663 U CN201720239663 U CN 201720239663U CN 206540548 U CN206540548 U CN 206540548U
Authority
CN
China
Prior art keywords
expansion link
telescopic rod
total powerstation
high precision
total station
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201720239663.8U
Other languages
Chinese (zh)
Inventor
廖孟光
李羲
李朝奎
易四海
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Hunan University of Science and Technology
Original Assignee
Hunan University of Science and Technology
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Hunan University of Science and Technology filed Critical Hunan University of Science and Technology
Priority to CN201720239663.8U priority Critical patent/CN206540548U/en
Application granted granted Critical
Publication of CN206540548U publication Critical patent/CN206540548U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Length Measuring Devices By Optical Means (AREA)

Abstract

本实用新型所要解决的技术问题是如何精确、简便地测量全站仪仪器高。具有仪器高精确测量功能的全站仪,包括全站仪,伸缩杆和位移计,伸缩杆垂直安装在全站仪的基座下,伸缩杆为中空结构,位移计安装在伸缩杆外侧。本实用新型具有以下有益效果:全站仪调平后,伸缩杆与基座和大地两平面严格垂直,且磁致伸缩位移计的测量精度很高,共同保证了所测仪器高程的精度;该全站仪能适用各种条件下的高精度的三角高程测量,在复杂条件下可以代替水准测量;另外可以进行变形监测中沉降监测工作。

The technical problem to be solved by the utility model is how to measure the instrument height of the total station accurately and conveniently. The total station with the instrument's high-precision measurement function includes a total station, a telescopic rod and a displacement meter. The telescopic rod is installed vertically under the base of the total station. The telescopic rod is a hollow structure, and the displacement meter is installed outside the telescopic rod. The utility model has the following beneficial effects: after the total station is leveled, the telescopic rod is strictly perpendicular to the two planes of the base and the earth, and the measurement accuracy of the magnetostrictive displacement meter is very high, which jointly guarantees the accuracy of the elevation of the measured instrument; The total station can be used for high-precision triangular elevation measurement under various conditions, and can replace leveling measurement under complex conditions; in addition, it can perform settlement monitoring in deformation monitoring.

Description

具有仪器高精确测量功能的全站仪Total station with high precision measurement function of the instrument

技术领域technical field

本实用新型涉及测量技术领域,尤其是全站仪仪器高的测量。The utility model relates to the technical field of measurement, in particular to the measurement of the instrument height of a total station.

背景技术Background technique

仪器高就是架设全站仪的地面基准点至仪器目镜中心点的高度。全站仪仪器高的精度直接决定所测坐标高程的精度,对于整个测量精度的影响很大。The instrument height is the height from the ground reference point where the total station is set up to the center point of the instrument eyepiece. The high precision of the total station instrument directly determines the precision of the measured coordinate elevation, which has a great influence on the entire measurement precision.

(1)钢卷尺测量法(1) Steel tape measurement method

最传统的仪器高测量方法。仪器高是量测控制点至仪器中心的垂直距离,直接测量因不是平面的关系,绝对存在误差,另外钢卷尺测量误差较大。The most traditional method of measuring instrument height. The height of the instrument is the vertical distance from the measurement control point to the center of the instrument. Since the direct measurement is not a plane relationship, there is absolutely an error. In addition, the measurement error of the steel tape is relatively large.

(2)悬高测量法(2) Suspension height measurement method

1.将全站仪架设在距离测量对象较远处,使得测站望远镜到悬高点的垂直角度小于45度。因为垂直角较大的话,三角函数推算出来的高差误差较大。2.在悬高点投影到地面上的基准点架起棱镜。测站和地面基准点的连线,最好与悬高测量对象的走向垂直相交。3.进入全站仪的悬高测量程序,输入棱镜高度,瞄准棱镜并按测量键,观测测站与基准点棱镜的距离。4.松开望远镜垂直方向的制动,照准棱镜上方的悬高点,仪器会随着垂直度盘的转动,显示出对应的地面点到悬高点的高差。这种测量方法操作程序繁琐,误差主要包括激光测距误差、三角函数误差、以及引进的棱镜带来的误差。1. Set up the total station far away from the measurement object, so that the vertical angle from the station telescope to the high point is less than 45 degrees. Because if the vertical angle is large, the height difference calculated by the trigonometric function will have a large error. 2. Set up a prism at the datum point projected onto the ground from the suspended elevation. The connection line between the measuring station and the ground reference point should preferably intersect vertically with the direction of the suspended height measurement object. 3. Enter the suspension height measurement program of the total station, input the prism height, aim at the prism and press the measurement key to observe the distance between the measuring station and the reference point prism. 4. Loosen the brake in the vertical direction of the telescope, aim at the suspension point above the prism, and the instrument will display the height difference from the corresponding ground point to the suspension height with the rotation of the vertical dial. The operation procedures of this measurement method are cumbersome, and the errors mainly include laser ranging errors, trigonometric function errors, and errors caused by the introduced prism.

(3)激光测量法(3) Laser measurement method

利用仪器自身具有的激光量点功能测取,虽然激光测量精度都高于上述两种方法,但因为光斑打在十字丝里面而非基准点最高点,带来了系统误差,整体测量精度受到限制。Using the laser measurement point function of the instrument itself, although the laser measurement accuracy is higher than the above two methods, but because the light spot hits the inside of the crosshair instead of the highest point of the reference point, system errors are brought about, and the overall measurement accuracy is limited. .

以上测量方法的测量精度均为毫米级,不适用需要精确仪器高参数的场合。为了满足某些高程高精度测量场合,需要能高精度、简便易行地测量全站仪仪器高设备和方法。The measurement accuracy of the above measurement methods is millimeter level, which is not suitable for occasions that require high parameters of precise instruments. In order to meet some high-precision measurement occasions, high-precision, simple and easy-to-use equipment and methods for measuring the height of total station instruments are needed.

发明内容Contents of the invention

本实用新型所要解决的技术问题是如何精确、简便地测量全站仪仪器高。The technical problem to be solved by the utility model is how to measure the instrument height of the total station accurately and conveniently.

具有仪器高精确测量功能的全站仪,包括全站仪,伸缩杆和位移计,伸缩杆垂直安装在全站仪的基座下,伸缩杆为中空结构,位移计安装在伸缩杆外侧。优选地,伸缩杆由两段短杆串接而成。优选地,伸缩杆的横截面为正三角形。优选地,位移计为磁致伸缩位移计,其两端分别安装在伸缩杆上下两端。优选地,伸缩杆底端为基底,其安装在伸缩杆下端。优选地,基底为透明玻璃圆柱形基底。优选地,基底可拆卸更换。优选地,对中激光器垂直安装在基座下,位于伸缩杆内。优选地,伸缩杆上段短杆的横截面大于下段短杆,上段短杆上有卡位螺丝,伸缩杆缩短后旋紧卡位螺丝即将两段短杆位置固定。本实用新型由于采用了以上技术方案,具有以下有益效果:全站仪调平后,伸缩杆与基座和大地两平面严格垂直,且磁致伸缩位移计的测量精度很高,共同保证了所测仪器高程的精度;该全站仪能适用各种条件下的高精度的三角高程测量,在复杂条件下可以代替水准测量;另外可以进行变形监测中沉降监测工作。The total station with the instrument's high-precision measurement function includes a total station, a telescopic rod and a displacement meter. The telescopic rod is installed vertically under the base of the total station. The telescopic rod is a hollow structure, and the displacement meter is installed outside the telescopic rod. Preferably, the telescopic rod is formed by connecting two short rods in series. Preferably, the cross section of the telescopic rod is an equilateral triangle. Preferably, the displacement meter is a magnetostrictive displacement meter, and its two ends are respectively installed at the upper and lower ends of the telescopic rod. Preferably, the bottom end of the telescopic rod is a base, which is installed on the lower end of the telescopic rod. Preferably, the substrate is a transparent glass cylindrical substrate. Preferably, the base is removable and replaceable. Preferably, the centering laser is mounted vertically under the base, within the telescoping pole. Preferably, the cross-section of the upper short rod of the telescopic rod is larger than that of the lower short rod, and there is a locking screw on the upper short rod. After the telescopic rod is shortened, tighten the locking screw to fix the position of the two short rods. Due to the adoption of the above technical scheme, the utility model has the following beneficial effects: after the total station is leveled, the telescopic rod is strictly perpendicular to the two planes of the base and the earth, and the measurement accuracy of the magnetostrictive displacement meter is very high, which jointly guarantees all The height accuracy of the measuring instrument; the total station can be applied to high-precision triangular elevation measurement under various conditions, and can replace leveling measurement under complex conditions; in addition, it can perform settlement monitoring in deformation monitoring.

附图说明Description of drawings

图1是具有仪器高精确测量功能的全站仪整体结构示意图;Fig. 1 is a schematic diagram of the overall structure of the total station with the instrument's high-precision measurement function;

图2是全站仪与伸缩杆连接部分结构示意图;Fig. 2 is a structural schematic diagram of the connection part between the total station and the telescopic rod;

图3是伸缩杆与位移计部分结构示意图;Fig. 3 is a schematic diagram of the partial structure of the telescopic rod and the displacement meter;

图中:1.全站仪,2.伸缩杆,3.磁致伸缩位移计,4.基座,5.透明玻璃圆柱形基底,6.对中激光器,7.卡位螺丝。In the figure: 1. Total station, 2. Telescopic rod, 3. Magnetostrictive displacement meter, 4. Base, 5. Transparent glass cylindrical base, 6. Centering laser, 7. Locking screw.

具体实施方式detailed description

实施例1,如附图1-3所示。Embodiment 1, as shown in accompanying drawing 1-3.

具有仪器高精确测量功能的全站仪,包括全站仪,伸缩杆和位移计,伸缩杆垂直安装在全站仪的基座下,伸缩杆为中空结构,位移计安装在伸缩杆外侧。优选地,伸缩杆由两段短杆串接而成。只有两段短杆串接的理由是,首先,两段串接已可将伸缩杆高度调到80mm以下,足够一般使用,其次,多段串接更难保证其连接处的垂直度,会带来更大的测量误差。优选地,伸缩杆的横截面为正三角形。伸缩杆横截面为正三角形的理由是,在用料和用量相同情况下,三角形较圆形等多边形结构更稳定,不易产生弯曲形变。优选地,位移计为磁致伸缩位移计,其两端分别安装在伸缩杆上下两端。The total station with the instrument's high-precision measurement function includes a total station, a telescopic rod and a displacement meter. The telescopic rod is installed vertically under the base of the total station. The telescopic rod is a hollow structure, and the displacement meter is installed outside the telescopic rod. Preferably, the telescopic rod is formed by connecting two short rods in series. The reason for only connecting two sections of short rods in series is that, firstly, the height of the telescopic rod can be adjusted below 80mm by two sections of series connection, which is enough for general use; greater measurement error. Preferably, the cross section of the telescopic rod is an equilateral triangle. The reason why the cross-section of the telescopic rod is an equilateral triangle is that, under the same material and quantity, the triangle is more stable than a polygonal structure such as a circle, and is less prone to bending deformation. Preferably, the displacement meter is a magnetostrictive displacement meter, and its two ends are respectively installed at the upper and lower ends of the telescopic rod.

磁致伸缩传感器是采用“磁致伸缩原理”研制开发的高精度位移传感器,采用非接触测量方式,不会由于磨擦、磨损等原因造成传感器的使用寿命降低。它良好的环境适应性、可靠性和稳定性,使用极为方便,与导电橡胶、LVDT、电阻式位移传感器等产品相比有明显的优势。它的输出信号是一个真正的绝对位置输出,而不是比例的或需要再放大处理的信号,所以不存在信号漂移或变值的情况,因此不必像其它位移传感器一样需要定期重标和维护;正是因为它的输出信号为绝对数值,所以假使电源中断重接也不会对数据接收构成问题,更无须重新归回零位。选用磁致伸缩位移计的主要理由是,其量程可选50mm到8000mm,量程范围合适本案选取1000mm左右即可,同时其精度可高达0.002% ,折算成1000mm的测量误差即是1000×0.002mm=0.00125mm,对于一般仪器高测量精度足够。优选地,伸缩杆底端为基底,其安装在伸缩杆下端。优选地,基底为透明玻璃圆柱形基底。优选地,基底可拆卸更换。优选地,对中激光器垂直安装在基座下,位于伸缩杆内。激光可穿透玻璃基底与地面基准点进行对中,避免伸缩杆的存在对激光对中的影响。优选地,伸缩杆上段短杆的横截面大于下段短杆,上段短杆上有卡位螺丝,伸缩杆缩短后旋紧卡位螺丝即将两段短杆位置固定。 该全站仪使用方法:a.架设全站仪,此时伸缩杆呈缩短状态:b.对中:c.粗平:d.精平:e.测取仪器仪器高,伸开伸缩杆,使其底端接触到地面基准,记录位移计显示的读数。The magnetostrictive sensor is a high-precision displacement sensor developed by using the "magnetostrictive principle". It adopts a non-contact measurement method, and the service life of the sensor will not be reduced due to friction, wear and other reasons. It has good environmental adaptability, reliability and stability, and is extremely convenient to use. Compared with conductive rubber, LVDT, resistive displacement sensor and other products, it has obvious advantages. Its output signal is a true absolute position output, not a proportional or re-amplified signal, so there is no signal drift or value change, so it does not need to be remarked and maintained regularly like other displacement sensors; It is because its output signal is an absolute value, so if the power supply is interrupted and reconnected, it will not pose a problem to data reception, and there is no need to return to zero. The main reason for choosing the magnetostrictive displacement meter is that its measuring range can be selected from 50mm to 8000mm, and the suitable measuring range in this case can be about 1000mm, and its accuracy can be as high as 0.002%. The measurement error converted into 1000mm is 1000×0.002mm= 0.00125mm, which is sufficient for the high measurement accuracy of general instruments. Preferably, the bottom end of the telescopic rod is a base, which is installed on the lower end of the telescopic rod. Preferably, the substrate is a transparent glass cylindrical substrate. Preferably, the base is removable and replaceable. Preferably, the centering laser is mounted vertically under the base, within the telescoping pole. The laser can penetrate the glass substrate and align with the ground reference point, avoiding the influence of the existence of the telescopic rod on the laser alignment. Preferably, the cross-section of the upper short rod of the telescopic rod is larger than that of the lower short rod, and there is a locking screw on the upper short rod. After the telescopic rod is shortened, tighten the locking screw to fix the position of the two short rods. How to use the total station: a. Set up the total station, and the telescopic rod is shortened at this time: b. Centering: c. Rough flat: d. Fine flat: e. Measure the height of the instrument and stretch the telescopic rod Make its bottom touch the ground datum and record the reading displayed by the displacement gauge.

为避免伸缩杆的安装影响全站仪的对中调平,伸缩杆在全站仪架设后、对中调平前安装到全站仪基底下,或者与全站仪一直固定安装。在旋松卡位螺丝伸开伸缩杆时,务必轻手操作,不得触动全站仪。在伸缩杆伸开至接近地面基准点时,应仔细观察确认操作未影响全站仪的对中调平,否则应停止伸缩杆的伸开,重新对中调平。为了更进一步避免手操作的影响,亦可遥控控制松开卡位装置,任伸缩杆下段短杆依靠重力自由下降至地面基准点。In order to prevent the installation of the telescopic rod from affecting the centering and leveling of the total station, the telescopic rod is installed under the base of the total station after the total station is erected and before centering and leveling, or is fixed with the total station all the time. When loosening the clamping screw to extend the telescopic rod, be sure to operate with light hands and do not touch the total station. When the telescopic pole is extended close to the reference point on the ground, carefully observe and confirm that the operation does not affect the centering and leveling of the total station, otherwise stop extending the telescopic pole and re-center and level. In order to further avoid the influence of hand operation, the locking device can also be released by remote control, allowing the short rod in the lower section of the telescopic rod to freely drop to the ground reference point by gravity.

Claims (9)

1. the total powerstation of function is measured with instrument high precision, it is characterized in that including total powerstation, expansion link and displacement meter, expansion link It is vertically mounted under the pedestal of total powerstation, expansion link is hollow structure, displacement meter is arranged on the outside of expansion link.
2. the total powerstation with instrument high precision measurement function according to claim 1, it is characterized in that expansion link is by two Section quarter butt concatenation is formed.
3. the total powerstation with instrument high precision measurement function according to claim 1 or 2, it is characterized in that expansion link Cross section is equilateral triangle.
4. the total powerstation with instrument high precision measurement function according to claim 1 or 2, it is characterized in that displacement is calculated as Magnetostrictive displacement meter, its two ends are separately mounted to expansion link upper and lower ends.
5. the total powerstation with instrument high precision measurement function according to claim 1, it is characterized in that expansion link bottom For substrate, it is arranged on expansion link lower end.
6. the total powerstation with instrument high precision measurement function according to claim 5, it is characterized in that substrate is transparent Glass cylinder shape substrate.
7. the total powerstation with instrument high precision measurement function according to claim 5 or 6, it is characterized in that substrate is removable Unload replacing.
8. the total powerstation with instrument high precision measurement function according to claim 1, it is characterized in that alignment laser It is vertically mounted under pedestal, in expansion link.
9. the total powerstation with instrument high precision measurement function according to claim 2, it is characterized in that expansion link epimere The cross section of quarter butt is more than hypomere quarter butt, and having on epimere quarter butt screens screw, expansion link to screw screens screw after shortening will two Section quarter butt position is fixed.
CN201720239663.8U 2017-03-13 2017-03-13 The total powerstation of function is measured with instrument high precision Expired - Fee Related CN206540548U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720239663.8U CN206540548U (en) 2017-03-13 2017-03-13 The total powerstation of function is measured with instrument high precision

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720239663.8U CN206540548U (en) 2017-03-13 2017-03-13 The total powerstation of function is measured with instrument high precision

Publications (1)

Publication Number Publication Date
CN206540548U true CN206540548U (en) 2017-10-03

Family

ID=59942390

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720239663.8U Expired - Fee Related CN206540548U (en) 2017-03-13 2017-03-13 The total powerstation of function is measured with instrument high precision

Country Status (1)

Country Link
CN (1) CN206540548U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107796381A (en) * 2017-11-21 2018-03-13 安徽理工大学 Measurement of the level prism centering rod
CN107907041A (en) * 2017-12-08 2018-04-13 湖北省农业机械工程研究设计院 Portable paddy field mud foot depth measurement device
CN108020151A (en) * 2017-03-13 2018-05-11 湖南科技大学 There is the total powerstation and its application method of the measurement of instrument high precision

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108020151A (en) * 2017-03-13 2018-05-11 湖南科技大学 There is the total powerstation and its application method of the measurement of instrument high precision
CN107796381A (en) * 2017-11-21 2018-03-13 安徽理工大学 Measurement of the level prism centering rod
CN107907041A (en) * 2017-12-08 2018-04-13 湖北省农业机械工程研究设计院 Portable paddy field mud foot depth measurement device

Similar Documents

Publication Publication Date Title
CN204405068U (en) Total Station Prism
CN202298675U (en) Pile foundation sedimentation detection gauge
CN206540548U (en) The total powerstation of function is measured with instrument high precision
CN106123849A (en) The monitoring method of Vault settlement and monitoring element thereof in a kind of bored tunnel
CN206514857U (en) A kind of total powerstation with instrument height real―time precision measurment function
CN201724667U (en) Gradient and gradient ratio gauge for engineering
CN205449052U (en) A laser device for measuring the inclination angle of buildings
CN204040007U (en) Auxiliary tool for measuring horizontal deformation of foundation pit slope top by baseline method
CN108020201A (en) It is a kind of that there is the spirit level and its application method of high precision instrument high measurement
CN210086324U (en) A high-precision ruler device for measuring the horizontal displacement change of foundation pit pile top by line of sight method
CN102692172B (en) Non-contact height measuring scale
CN108020215B (en) Total station and using method thereof
CN209181775U (en) Ground Crack Measuring Device
CN101788285B (en) Levelling staff capable of adjusting observation position and measurement technique thereof
CN108020151A (en) There is the total powerstation and its application method of the measurement of instrument high precision
CN108020214A (en) A kind of total powerstation and its application method with the high real―time precision measurment of instrument
CN203561358U (en) Multifunctional astrolabe
CN206601126U (en) A kind of electronic level with instrument height real―time precision measurment function
CN205156914U (en) Slope measuring instrument
CN206601128U (en) A kind of spirit level with high precision instrument high measurement function
CN206787564U (en) A kind of exactly determined total powerstation of instrument height
CN204679035U (en) A kind of architectural design special measurement device
CN210768731U (en) High-precision measuring device for mine underground shaft and roadway
CN108151659A (en) A kind of measuring device
CN202494447U (en) All-round scale leveling rod

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20171003

Termination date: 20200313

CF01 Termination of patent right due to non-payment of annual fee