CN102506902A - Device and method for evaluating accuracy of prism-free distance measurement of total station - Google Patents

Device and method for evaluating accuracy of prism-free distance measurement of total station Download PDF

Info

Publication number
CN102506902A
CN102506902A CN2011103937296A CN201110393729A CN102506902A CN 102506902 A CN102506902 A CN 102506902A CN 2011103937296 A CN2011103937296 A CN 2011103937296A CN 201110393729 A CN201110393729 A CN 201110393729A CN 102506902 A CN102506902 A CN 102506902A
Authority
CN
China
Prior art keywords
positioning element
accuracy
total powerstation
distance
measurement
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.)
Granted
Application number
CN2011103937296A
Other languages
Chinese (zh)
Other versions
CN102506902B (en
Inventor
胡鹤鸣
孟涛
王池
高峰
张亮
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.)
National Institute of Metrology
Original Assignee
National Institute of Metrology
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 National Institute of Metrology filed Critical National Institute of Metrology
Priority to CN201110393729.6A priority Critical patent/CN102506902B/en
Publication of CN102506902A publication Critical patent/CN102506902A/en
Application granted granted Critical
Publication of CN102506902B publication Critical patent/CN102506902B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • A Measuring Device Byusing Mechanical Method (AREA)
  • Length Measuring Devices By Optical Means (AREA)

Abstract

The invention relates to a device and a method for evaluating the accuracy of prism-free distance measurement of a total station. The device comprises two rotatable fixed platforms with scales; positioning parts located on the fixed platforms; and a length measuring tool for measuring the distance between positioning points of the positioning parts on the two fixed platforms. The device cooperates with a total station to perform analysis, wherein the total station and the two positioning parts are in triangular distribution, coordinates of the positioning points of the two positioning parts are measured by the total station, and the distance between the two positioning points is calculated and compared with the distance obtained by the length measuring tool, to analyze the distance measurement accuracy of the total station. The inventive evaluating device and method can analyze the measurement accuracy of the total station in a prism-free mode to obtain corresponding analysis data, to further determine the measurement capacity of the total station under different conditions, and ensures reasonable application of the total station prism-free mode.

Description

Total powerstation does not have the accuracy apparatus for evaluating and the method for prism range finding
Technical field
The present invention relates to a kind of apparatus for evaluating and method, especially, relate to accuracy apparatus for evaluating and method that a kind of total powerstation does not have prism range finding.
Background technology
Total powerstation is a kind of light harvesting, mechanical, electrically is the hi-tech surveying instrument of one, is the instrument of surveying and mapping system that integrates measurement of angle and range observation function, uses very extensive.The range observation of total powerstation comprises prism pattern and no prism pattern; Wherein, No prism measurement pattern can not used reflecting prism; Do not need the subsidiary personnel to cooperate, be particularly suitable for using, for example occasions such as super large caliber ultrasonic flowmeter installing and locating, tunnel drivage construction, civil engineering setting-out in the place that should not place reflecting prism or reflector plate.But total powerstation is general only to its prism distance measurement mode when calibrating, and the verification result that obtains like this can't guarantee not have the accuracy of prism distance measurement mode.
Total powerstation does not have the accuracy and target material, incident angle, incident distance dependent of prism pattern range finding, under the less situation of the reflective severity of target material, incident angle, and range accuracy reduction even can't obtain valid data.So, grasp the range accuracy level of total powerstation under the different measuring condition, avoid disadvantageous service condition as far as possible, give measurement result rational uncertainty in the time of can't avoiding, this has very important significance to reasonable use total powerstation.
Summary of the invention
The purpose of this invention is to provide does not a kind ofly have the device and method that the prism distance measurement mode carries out accuracy of measurement assessment to total powerstation.
The invention provides a kind of accuracy apparatus for evaluating that total powerstation does not have the prism distance measurement mode that is used for, it comprises rotatable and has first stationary platform and second stationary platform of scale; Be positioned at first positioning element on first stationary platform and be positioned at second positioning element on second stationary platform; And the distance between the anchor point of the anchor point of first positioning element and second positioning element carried out the length measured survey instrument; Said total powerstation and said first positioning element, the distribution triangular in shape of said second positioning element are through the said total station survey first positioning element anchor point coordinate and the second positioning element positioning point coordinate.
Wherein, on the end face of first positioning element and second positioning element, posting detected materials or said first positioning element and second positioning element is processed by detected materials.
Wherein, the said total powerstation and first positioning element, second positioning element are in same level height.
Wherein, said first stationary platform and said second stationary platform are arranged on the same slide rail with scale.
Wherein, said first positioning element and second positioning element are right cylinder, the anchor point that has cross mark at circle center, a cylindrical side end face.
The invention provides a kind of accuracy of measurement appraisal procedure that total powerstation does not have the prism distance measurement mode that is used for, it adopts above-mentioned apparatus for evaluating, at first utilizes dimensional measuring instrument to measure first distance between the anchor point of first positioning element and second positioning element; Secondly, through the total station survey first positioning element anchor point and the second positioning element positioning point coordinate, calculate the second distance between the said first positioning element anchor point and the second positioning element anchor point; At last, through the relatively acquisition total powerstation range accuracy of first distance with second distance.
Wherein, said first distance is the mean value of repeatedly measuring.
Wherein, through changing the detected materials on first positioning element and second positioning element or changing first positioning element and second positioning element, the accuracy of measurement of the total powerstation under the different materials condition is analyzed.
Wherein, through rotating first positioning element and second positioning element, obtain the accuracy of measurement data of the total powerstation under the different incidence angles condition.
Wherein, through changing total powerstation and two positioning element line central point distances, obtain the accuracy of measurement data of the total powerstation under the different incident distance conditions.
Distance between two positioning elements is come choose reasonable according to available standard length.Because total powerstation does not have the prism distance measuring precision generally about 2mm; So the accuracy of standard length generally is better than 0.4mm; Can select for use instruments such as micrometer inside caliper or portable type measuring arm to come the scene that an adjustable standard length is provided, perhaps make the stable gauge of some length this standard length is provided.
Can analyze the accuracy of measurement under the no prism pattern of total powerstation through apparatus for evaluating of the present invention, obtain corresponding analysis data, and then the measurement capability of the total powerstation under definite different condition, guarantee that total powerstation does not have the reasonable use of prism pattern.Because linear measure longimetry has a lot of directly application in industrial circle, this assessment result can be applied directly in the actual measured results analysis.
Description of drawings
Fig. 1 total powerstation does not have the apparatus for evaluating synoptic diagram of prism distance measurement mode.
Embodiment
For the ease of understanding, will combine accompanying drawing that the present invention is done further explanation below.
Embodiment 1
As shown in Figure 1, total powerstation 1 is under the no prism pattern, adopts to comprise that the apparatus for evaluating of two stationary platforms and standard length survey instrument (not shown) assesses the range accuracy of total powerstation 1.Said two stationary platforms are for can rotate and have the stationary platform of scale; Be respectively first stationary platform 2 and second stationary platform 3; Particularly; On two stationary platforms, have circumference type scale, this stationary platform can perhaps be the motor-driven dial disc for the rotating disk through manual adjustment rotation scale.Through jig first positioning element 4 is fixed on said first stationary platform 2; Likewise, on second stationary platform 3, has second positioning element 5; Second positioning element 5 can be fixed on said second stationary platform 3; Positioning element on two stationary platforms can be selected suitable turned position and rotational angle automatically through the manual adjustment angle or by programmed control, first stationary platform and on first positioning element structure and second stationary platform and on the structure of second positioning element identical.
First positioning element 4 and second positioning element 5 can also stick detected materials at the end face of first positioning element 4 and second positioning element 5 except the employing detected materials processes.For first positioning element 4 and second positioning element 5, its shape is preferably right cylinder, but is not limited to right cylinder.Like the cylindrical vertical view that is depicted as among Fig. 1; Right cylinder by crosswise fixed on stationary platform; Be used to place target to be measured or testing sample on the end face of cylindrical circle; Further, in order to guarantee accurate assessment, preferably adopt detected materials integral body to be processed as first positioning element and second positioning element to testing sample or material.Preferably the central point with positioning element is the anchor point of measuring or observing, more preferably with the point of crossing of cross mark as the anchor point of measuring or observing.For first positioning element that processes by detected materials and second positioning element, can confirm anchor point man-hour adding, and accurately portray cross mark; And, then need after pasting completion, confirm the anchor point of testing sample, and accurately portray cross mark for the situation of on positioning element, pasting detected materials.The end face center of circle that preferred employing coordinate measurment instrument is confirmed positioning element is as anchor point; At first gather the coordinate points on the face of cylinder; Gather the coordinate points on the cylinder end face then; Coordinate points on the face of cylinder is projected to the cylinder end face, is a standard round on the plane that the coordinate points match obtains, and this round heart is the exact position of anchor point.
The circular end surface of the circular end surface of first positioning element 4 and second positioning element 5 is respectively in the face of total powerstation 1.First stationary platform 2 and second stationary platform 3 are provided with at a certain distance; And keep two stationary platform levels and highly equal; Distance between two positioning elements is come choose reasonable according to available standard length; Standard length preferably more than 1m, confirmed by the measurement range of gauge or three coordinate machine by the maximal value that this length is possible.After first stationary platform 2 and second stationary platform 3 install; Adopt dimensional measuring instrument that the distance between the center of the cross mark of first positioning element 4 and second parts 5 is measured; This dimensional measuring instrument can be gauge, owing to be limited by the measuring accuracy of gauge, the occasion higher for accuracy requirement preferably adopts micrometer inside caliper; For further improving the accuracy of linear measure longimetry, more preferably adopt the portable coordinate measurement arm that the distance between two anchor points is measured.During measurement; Survey the face of cylinder earlier and select some measurement points, project to then on the end face, the center of projection circle promptly is a central point; Measure the distance L 1 between the projected centre point of first positioning element 4 and second positioning element 5 through scale or three coordinate machine, this distance is defined as first distance.Through repeatedly measuring the exact value that obtains L1.
Install and leveling total powerstation 1, total powerstation 1 and first stationary platform 2 and second stationary platform 3 of posting testing sample are arranged to the isosceles triangle shape, be preferably equilateral triangle, utilize tripod that the three is adjusted on the same surface level.Through the positioning point coordinate on total powerstation 1 measurement first positioning element 4; And measure the positioning point coordinate on second positioning element 5; According to the distance L 2 between the central point of two coordinate Calculation, first positioning element 4 of total station survey and second positioning element 5; This distance is defined as second distance, through L1 and L2 are compared the measurement error value that can obtain total powerstation.In the actual measurement process, need take multiple measurements with total powerstation, add up the average and the standard deviation of its measuring distance.The assessment data that average and standard deviation through measurement error value, measuring distance can obtain the total station survey accuracy.
In order to verify the accuracy of measurement of total powerstation to same measurement target; Under the total powerstation prerequisite constant to the distance of positioning element; The anglec of rotation of may command first positioning element 4 and second control assembly 5; And then realize incidence angles α, according to the range data that total station survey obtained under the incidence angles is carried out statistical study, can obtain the accuracy of measurement assessment data of total powerstation under this testing sample material.In addition, also can obtain the accuracy of measurement data of the total powerstation under the different incident distance conditions through changing total powerstation and two positioning element line central point distances.Further,, the accuracy of measurement of the total powerstation under the different sample condition is analyzed, thereby can be grasped the measurement capability of total powerstation through changing first positioning element 4 and second positioning element 5 or changing the testing sample on the positioning element.
Embodiment 2
Distortion as the embodiment of the invention 1; Embodiment 2 no longer repeats with embodiment 1 identical content; Can be arranged on the slide rail with scale of a level for first stationary platform and second stationary platform; Thereby made things convenient for the accurate adjusting of distance between first stationary platform and second stationary platform, the positioning element that is positioned on the stationary platform is not limited to right cylinder, as long as guarantee the shape that be easy to confirm its central point of the plane of incidence of first positioning element and second positioning element for rule; Through total powerstation to the replacing on first positioning element and second positioning element and paste different testing sample materials above that; At the different incidence angles degree, carry out linear measure longimetry under the incident distance, can obtain the accuracy of measurement assessment data of total powerstation.
Can analyze the accuracy of measurement under the no prism pattern of total powerstation through apparatus for evaluating of the present invention; Obtain the corresponding data of analyzing; And then to confirming the measurement capability of the total powerstation under the different condition, the accuracy of ranging data under the no prism pattern of assurance use total powerstation.
Though the present invention illustrates and describes with reference to its preferred embodiment; But will be understood by those skilled in the art that; Under the situation that does not break away from the spirit and scope of the present invention that the appended claims book limited, can carry out the various changes of form and details.

Claims (10)

1. one kind is used for the accuracy of measurement apparatus for evaluating that total powerstation does not have the prism distance measurement mode, and it comprises rotatable and has first stationary platform and second stationary platform of scale; Be positioned at first positioning element on first stationary platform and be positioned at second positioning element on second stationary platform; And the distance between the anchor point of the anchor point of first positioning element and second positioning element carried out the length measured survey instrument; It is characterized in that: said total powerstation and said first positioning element, the distribution triangular in shape of said second positioning element, through the positioning point coordinate of said total station survey first positioning element and second positioning element.
2. as claimed in claim 1ly be used for the accuracy of measurement apparatus for evaluating that total powerstation does not have the prism distance measurement mode; It is characterized in that: on the end face of first positioning element and second positioning element, post detected materials, or said first positioning element and second positioning element are processed by detected materials.
3. as claimed in claim 1ly be used for the accuracy of measurement apparatus for evaluating that total powerstation does not have the prism distance measurement mode, it is characterized in that: the said total powerstation and first positioning element, second positioning element are in same level height.
4. as claimed in claim 1ly be used for the accuracy of measurement apparatus for evaluating that total powerstation does not have the prism distance measurement mode, it is characterized in that: said first stationary platform and said second stationary platform are arranged on the same slide rail with scale.
5. as claimed in claim 1ly be used for the accuracy of measurement apparatus for evaluating that total powerstation does not have the prism distance measurement mode; It is characterized in that: said first positioning element and second positioning element are right cylinder, the anchor point that has cross mark at circle center, a cylindrical side end face.
6. one kind is used for the accuracy of measurement appraisal procedure that total powerstation does not have the prism distance measurement mode; It adopts each described apparatus for evaluating like claim 1-5, it is characterized in that: utilize dimensional measuring instrument to measure first distance between the anchor point of first positioning element and second positioning element; Through the coordinate of total station survey first positioning element and second positioning element, calculate the second distance between the anchor point of said first positioning element and second positioning element; Through the relatively acquisition total station survey accuracy data of first distance with second distance.
7. as claimed in claim 6ly be used for the accuracy of measurement appraisal procedure that total powerstation does not have the prism distance measurement mode, it is characterized in that: the mean value of said first distance for repeatedly measuring.
8. as claimed in claim 6ly be used for the accuracy of measurement appraisal procedure that total powerstation does not have the prism distance measurement mode; It is characterized in that:, the accuracy of measurement of the total powerstation under the different materials condition is analyzed through changing the detected materials on first positioning element and second positioning element or changing first positioning element and second positioning element.
9. as claimed in claim 6ly be used for the accuracy of measurement appraisal procedure that total powerstation does not have the prism distance measurement mode, it is characterized in that:, obtain the accuracy of measurement data of the total powerstation under the different incidence angles condition through rotating first positioning element and second positioning element.
10. as claimed in claim 6ly be used for the accuracy of measurement appraisal procedure that total powerstation does not have the prism distance measurement mode; It is characterized in that:, obtain the accuracy of measurement data of the total powerstation under the different incident distance conditions through adjustment total powerstation and two positioning element line central point distances.
CN201110393729.6A 2011-12-02 2011-12-02 Device and method for evaluating accuracy of prism-free distance measurement of total station Expired - Fee Related CN102506902B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201110393729.6A CN102506902B (en) 2011-12-02 2011-12-02 Device and method for evaluating accuracy of prism-free distance measurement of total station

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201110393729.6A CN102506902B (en) 2011-12-02 2011-12-02 Device and method for evaluating accuracy of prism-free distance measurement of total station

Publications (2)

Publication Number Publication Date
CN102506902A true CN102506902A (en) 2012-06-20
CN102506902B CN102506902B (en) 2015-01-14

Family

ID=46219009

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201110393729.6A Expired - Fee Related CN102506902B (en) 2011-12-02 2011-12-02 Device and method for evaluating accuracy of prism-free distance measurement of total station

Country Status (1)

Country Link
CN (1) CN102506902B (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104266661A (en) * 2014-09-23 2015-01-07 上海烟草集团有限责任公司 Method for calibrating distance measuring instrument of stacker
CN104296775A (en) * 2013-12-27 2015-01-21 广东省计量科学研究院 Control system of prism reflection
CN105783811A (en) * 2016-04-26 2016-07-20 中国海洋石油总公司 Detection method of circular tube end part center three-dimensional coordinate
CN107101613A (en) * 2017-05-11 2017-08-29 广西水利电力职业技术学院 A kind of measuring method of total powerstation height of instrument
CN109521404A (en) * 2018-10-12 2019-03-26 上海交通大学 The evaluation of accuracy and system of vibration measurement based on fmcw radar
CN117007083A (en) * 2023-09-22 2023-11-07 国汽(北京)智能网联汽车研究院有限公司 Vehicle ranging capability assessment method, system, equipment and medium thereof

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102062611A (en) * 2009-11-13 2011-05-18 中冶天工建设有限公司 Leveling instrument measurement error reducing method
CN102087117A (en) * 2010-11-04 2011-06-08 北京控制工程研究所 Ground measurement method for accuracy of distance measurement sensor for rendezvous and docking of airships
CN102128635A (en) * 2010-11-23 2011-07-20 苏州科技学院 System for automatically detecting periodic error of photoelectric distance measuring instrument

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102062611A (en) * 2009-11-13 2011-05-18 中冶天工建设有限公司 Leveling instrument measurement error reducing method
CN102087117A (en) * 2010-11-04 2011-06-08 北京控制工程研究所 Ground measurement method for accuracy of distance measurement sensor for rendezvous and docking of airships
CN102128635A (en) * 2010-11-23 2011-07-20 苏州科技学院 System for automatically detecting periodic error of photoelectric distance measuring instrument

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
夏立福等: "免棱镜全站仪测距性能的测试及精度分析", 《地理空间信息》, vol. 6, no. 2, 30 April 2008 (2008-04-30) *
李广云等: "双频激光干涉仪在测距仪精度自动检测中的应用", 《解放军测绘学院学报》, vol. 16, no. 3, 30 September 1999 (1999-09-30) *

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104296775A (en) * 2013-12-27 2015-01-21 广东省计量科学研究院 Control system of prism reflection
CN104296775B (en) * 2013-12-27 2019-01-18 广东省计量科学研究院 The reflective control system of prism
CN104266661A (en) * 2014-09-23 2015-01-07 上海烟草集团有限责任公司 Method for calibrating distance measuring instrument of stacker
CN105783811A (en) * 2016-04-26 2016-07-20 中国海洋石油总公司 Detection method of circular tube end part center three-dimensional coordinate
CN105783811B (en) * 2016-04-26 2018-10-30 中国海洋石油集团有限公司 The detection method of pipe end center of circle three-dimensional coordinate
CN107101613A (en) * 2017-05-11 2017-08-29 广西水利电力职业技术学院 A kind of measuring method of total powerstation height of instrument
CN107101613B (en) * 2017-05-11 2019-03-12 广西水利电力职业技术学院 A kind of measurement method of total station height of instrument
CN109521404A (en) * 2018-10-12 2019-03-26 上海交通大学 The evaluation of accuracy and system of vibration measurement based on fmcw radar
CN117007083A (en) * 2023-09-22 2023-11-07 国汽(北京)智能网联汽车研究院有限公司 Vehicle ranging capability assessment method, system, equipment and medium thereof
CN117007083B (en) * 2023-09-22 2024-03-05 国汽(北京)智能网联汽车研究院有限公司 Vehicle ranging capability assessment method, system, equipment and medium thereof

Also Published As

Publication number Publication date
CN102506902B (en) 2015-01-14

Similar Documents

Publication Publication Date Title
CN102252637B (en) Method for detecting flatness of large-scale flange
CN102506902B (en) Device and method for evaluating accuracy of prism-free distance measurement of total station
CN102589488B (en) Optical vernier and method for detecting planeness and gradient using same
CN108051835B (en) Inclination measuring device based on double antennas and measuring and lofting method
CN103292748B (en) A kind of split of many substrates based on laser measurement detection method
CN103017690A (en) Method for measuring straightness of super-long guide rail
CN103791868B (en) A kind of space nominal volume based on virtual ball and scaling method thereof
CN204439032U (en) A kind of contactless automatic measurement deflection of bridge span device
CN103486998A (en) Auto-collimator indicating value error calibrating device and method
RU2419766C1 (en) Bench to test and calibrate levels and bar code stick
CN104515481A (en) Device and method for measuring planeness of large-diameter torus
CN102288081B (en) Total geometric primary defect measuring method of structural element
Braun et al. Absolute baseline for testing of electronic distance meters
JP2020003468A (en) Method and system for determining offset of pressure bearing section of cylindrical body based on axial pressure
US10514464B2 (en) Portable prism receiver and improved portable GPS receiver and measurement method using same
CN112683165A (en) Photogrammetry standard ruler and image acquisition equipment calibration system
CN110031292A (en) The online instant measuring system and method for cylindrical structure fatigue growth of surface cracks
CN105466455A (en) Angular accuracy calibration system and method
CN108489396A (en) A kind of two dimension turn top accuracy checking method
CN103175546B (en) Automatic detection device for vertical angle of angle measurement orientation equipment
CN109341632A (en) Gauge head and three-coordinates measuring machine for turbo blade blade profile measurement
CN214666896U (en) True north direction benchmark testing device
CN104535236B (en) Method and equipment for positioning on-shaft load test point of wind generating set
RU2362978C2 (en) Universal metrological geodetic bench
Giniotis et al. Arrangement for vertical angle calibration of geodetic instruments

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20150114

Termination date: 20161202