CN105371771A - Long distance measurement instrument and measurement method - Google Patents

Long distance measurement instrument and measurement method Download PDF

Info

Publication number
CN105371771A
CN105371771A CN201510934897.XA CN201510934897A CN105371771A CN 105371771 A CN105371771 A CN 105371771A CN 201510934897 A CN201510934897 A CN 201510934897A CN 105371771 A CN105371771 A CN 105371771A
Authority
CN
China
Prior art keywords
testee
cross curve
relicle
venter
generating laser
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.)
Pending
Application number
CN201510934897.XA
Other languages
Chinese (zh)
Inventor
吴海龙
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.)
CHONGQING SANGNAIMEI PHOTOELECTRIC TECHNOLOGY Co Ltd
Original Assignee
CHONGQING SANGNAIMEI PHOTOELECTRIC TECHNOLOGY Co Ltd
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 CHONGQING SANGNAIMEI PHOTOELECTRIC TECHNOLOGY Co Ltd filed Critical CHONGQING SANGNAIMEI PHOTOELECTRIC TECHNOLOGY Co Ltd
Priority to CN201510934897.XA priority Critical patent/CN105371771A/en
Publication of CN105371771A publication Critical patent/CN105371771A/en
Pending legal-status Critical Current

Links

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01BMEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
    • G01B11/00Measuring arrangements characterised by the use of optical techniques
    • G01B11/02Measuring arrangements characterised by the use of optical techniques for measuring length, width or thickness
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01CMEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
    • G01C3/00Measuring distances in line of sight; Optical rangefinders

Landscapes

  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Engineering & Computer Science (AREA)
  • Radar, Positioning & Navigation (AREA)
  • Remote Sensing (AREA)
  • Length Measuring Devices By Optical Means (AREA)

Abstract

The invention provides a long distance measurement instrument, comprising a support rack, a cross curve light source laser emitter and a plurality of spot light source laser emitters; the spot light source laser emitters and the cross curve light source laser emitter are arranged on the support; and the light beam at the cross intersection point of the cross curve laser emitter is in parallel with the light beam of the spot source laser emitter. The invention also provides a method for long distance measurement. The beneficial effects of the invention are that: the long distance measurement instrument not only measures the distance between the measured object and the measurement point, but also measures the length, the height and other sizes of the measured object and the included angle between the measured object and the measurement direction. The invention has the spot sources with various separation distances and can fast choose the matching light source to perform measurement according to the size of the measured object.

Description

A kind of macrometer and measuring method
Technical field
The present invention relates to field of optical measurements, be specifically related to optical ranging and survey long field.
Background technology
The equipment of current energy telemeasurement distance, mainly contains laser range finder and telescopic range finder.The former travels to and fro between the time of measuring equipment and testee by measuring light, then the light velocity applied in known air is to calculate measuring distance; The latter is by the graticule of mounting strap scale in telescope, and the scale size that the size of the familiar object arrived according to the observation and the image in telescope occupy carrys out estimated distance in proportion, also can estimate height or the length dimension of other objects observed simultaneously.Because laser range finder needs to receive the light reflected, so testee surface needs substantially vertical with the light sent when measuring, and will there be certain reflective function on its surface.Which limits the convenience of its usable range and operation.Telescopic range finder (range-finding telescope) needs the size of an estimation object, and do equal proportion calculate, actual can not Measurement accuracy distance.Patent 201420808695.1 discloses a kind of measuring equipment, and it adopts the directional light calibration measurements object of two bundle fixed ranges, and calculates testee according to the ratio of testee in measurement image and spot distance.Adopt the directional light calibration measurements object of two bundle fixed ranges and the method measuring object can not measure the distance of measured object and measurement point, and measured deviation is larger when testee and direction of measurement out of plumb.
Summary of the invention
The object of the invention is to solve deviation when optical ranging is surveyed long comparatively large, or to range finding subject matter, there is optionally problem.
The present invention proposes a kind of macrometer, comprise bracing frame, cross curve generating laser, some pointolite generating lasers, described pointolite generating laser and cross curve generating laser are all installed on bracing frame; The light of right-angled intersection point and the light of pointolite laser transmitter projects of described cross curve laser transmitter projects are parallel to each other.
Further, the frame of support frame as described above, as cuboid, parallelly on bracing frame is provided with some erection columns, and the post heart line of each erection column is in same plane.
Further, described bracing frame dorsal part is also provided with rule, and the meter full scale of rule is not less than the post heart line scope of the erection column at bracing frame two ends.
Further, the zero graduation line of the rule of support frame as described above dorsal part aligns with the post heart line of the erection column of bracing frame one end.
Further, each erection column corresponding is also provided with some groups of adjustment holes, and each group adjustment hole is two, is located at the upper end of corresponding erection column sidewall and the middle part of erection column sidewall respectively.
Further, the frame body of support frame as described above is provided with connecting hole or the link slot of exterior part.
Further, the lower end of each erection column described has installation via hole, and described installation via hole is provided with the screw of size coupling at the frame body correspondence position of bracing frame.
The invention allows for a kind of telemeasurement method, comprise following steps: by the light source irradiation of laser transmitter projects on testee, the horizontal line of the cross hot spot that testee is irradiated by cross curve generating laser must be parallel to each other with by profile section, observe testee by suitable enlargement factor and with the telescope of graduation and on object, irradiated the hot spot formed by laser again, or irradiated with the camera of suitable focal length shooting testee and surperficial subscript thereof the hot spot formed by laser, then spot separation is measured by the scale on graticule in telescope, or directly measure without the spot separation on the photo of editor's distortion, the size of testee and the distance between testee and generating laser is calculated again by corresponding computing method, for clearly stating computing method and formula, definition: the hot spot distance of the venter of relicle that cross curve laser transmitter projects end irradiates on testee to it is F, the venter of relicle spacing that the cross curve generating laser of the light that the selected pointolite generating laser measured sends and measurement sends is L, the bright dipping subtended angle of cross curve generating laser is 2*A, the angle on the vertical plane that the venter of relicle light measured and pointolite generating laser emit beam and testee surface is B, through telescopical graticule scale or by without editor's distortion photo directly measures: the irradiation spot separation that testee is of a size of H, venter of relicle and pointolite is a, the spacing of cross curve left end venter of relicle hot spot is b, cross curve right-hand member is c to the spacing of venter of relicle hot spot, described computing method are as follows:
1. when the cross intersection point light beam that pointolite generating laser or the cross curve generating laser of selected measurement send and testee surface are basic vertical:
The physical size of testee is: L*H/a;
Cross curve left end to the measured object physical size of venter of relicle hot spot is: L*b/a;
The hot spot actual range of the venter of relicle that cross curve laser transmitter projects end irradiates on testee to it is F=(L*b/a) * ctgA;
2. the cross intersection point light beam sent when pointolite generating laser or the cross curve generating laser of selected measurement and testee surface out of plumb, but when there is certain included angle B on its vertical plane and testee surface:
Included angle B can be drawn by c/b=tgA* (cosB+sinB*tg (A+B)) * (sinB+cosB/tgA) formulae discovery; The physical size of testee is: (L*H/a)/cosB;
Cross curve left end to the measured object physical size of venter of relicle hot spot is: (L*b/a)/cosB;
The hot spot actual range of the venter of relicle that cross curve laser transmitter projects end irradiates on testee to it is F=(L*b/a) * (ctgA+tgB).
The invention has the beneficial effects as follows:
(1) can not only measure the distance between measured object and measurement point, the angle of the length of measured object, highly equidimension and testee and direction of measurement can also be measured simultaneously.
(2) have employed the light beam of determining spacing and determine that the transmitted beam of launching subtended angle is irradiated testee, demarcated, make measurement result more accurate.
(3) bracing frame has rule, very convenient for the actual pitch read between parallel light spots.
(4) the fixing threaded hole that bracing frame and erection column match setting is convenient to dismantle, change and maintenance to laser head.
Accompanying drawing explanation
Accompanying drawing 1 is structural representation of the present invention.
Accompanying drawing 2 is rear view of the present invention.
Accompanying drawing 3 is forward sight partial enlarged drawing of the present invention.
Accompanying drawing 4 is backplan of the present invention.
Light path schematic diagram when accompanying drawing 5 is parallel rays and the testee surface vertical case of cross intersection point and pointolite.
Light path schematic diagram when accompanying drawing 6 is parallel rays and the testee surface out of plumb of cross intersection point and pointolite.
Embodiment
Below in conjunction with embodiment and accompanying drawing, the present invention is further elaborated.
As shown in Figure 1, Figure 2, Figure 3, Figure 4, a kind of macrometer, comprise bracing frame, the frame body 100 of bracing frame is cuboid, parallel on bracing frame some erection columns are installed, the post heart line of each erection column is in same plane, and described erection column comprises the first erection column 200, second erection column 300, the 3rd erection column 400 and the 4th erection column 500; In figure, be equipped with in erection column 200 in cross curve generating laser 600, second erection column 300, the 3rd erection column 400, the 4th erection column 500 and pointolite generating laser is housed; The light of right-angled intersection point and the light of pointolite laser transmitter projects of described cross curve laser transmitter projects are parallel to each other; Between the post heart line of the first erection column 200 to the 4th erection column 500, be also provided with rule 1000 in bracing frame dorsal part, the zero graduation line of rule 1000 aligns with the post heart line of the 4th erection column 500; Each erection column corresponding is also provided with some groups of adjustment holes 900, each group adjustment hole is two, be located at the upper end of corresponding erection column sidewall and the middle part of erection column sidewall respectively, adjusting bolt can be connected at adjustment hole, can to adjust the position of generating laser with fixed laser transmitter, prevent it from tilting; The lower end of each erection column described has installs via hole 800, described installation via hole is provided with the screw 1100 of size coupling at the frame body correspondence position of bracing frame, can with it the frame mating screw and to be fixed on by erection column bracing frame by installing via hole 800 and screw 1100; The frame body of bracing frame is also provided with the connecting hole 700 of exterior part, can be installed the equipment of camera or other photo imaging by connecting hole.
As Fig. 5, shown in Fig. 6, a kind of telemeasurement method, comprise following steps: by the light source irradiation of laser transmitter projects on testee, the horizontal line of the cross hot spot that testee is irradiated by cross curve generating laser must be parallel to each other with by profile section, observe testee by suitable enlargement factor and with the telescope of graduation and on object, irradiated the hot spot formed by laser again, or irradiated with the camera of suitable focal length shooting testee and surperficial subscript thereof the hot spot formed by laser, then spot separation is measured by the scale on graticule in telescope, or directly measure without the spot separation on the photo of editor's distortion, the size of testee and the distance between testee and generating laser is calculated again by corresponding computing method, for clearly stating computing method and formula, definition: the hot spot O1-M segment distance of the venter of relicle that cross curve laser transmitter projects end irradiates on testee to it is F, the venter of relicle O1-O2 certain distance that the cross curve generating laser of the light that the selected pointolite generating laser measured sends and measurement sends is L, the bright dipping subtended angle of cross curve generating laser is 2*A, the angle on the vertical plane that the venter of relicle light measured and pointolite generating laser emit beam and testee surface is B, through telescopical graticule scale or by without editor's distortion photo directly measures: the irradiation hot spot M-N certain distance that testee is of a size of H, venter of relicle and pointolite is a, cross curve left end is b to the P-M certain distance of venter of relicle hot spot, cross curve right-hand member is c to the M-Q certain distance of venter of relicle hot spot, described computing method are as follows:
1. when the cross intersection point light beam that pointolite generating laser or the cross curve generating laser of selected measurement send and testee surface are basic vertical:
The physical size of testee is: L*H/a;
Cross curve left end to the measured object physical size of venter of relicle hot spot is: L*b/a;
The hot spot actual range of the venter of relicle that cross curve laser transmitter projects end irradiates on testee to it is F=(L*b/a) * ctgA;
2. the cross intersection point light beam sent when pointolite generating laser or the cross curve generating laser of selected measurement and testee surface out of plumb, but its vertical plane and testee surface are when having certain included angle B, owing to being approximately projection size from telescopical graticule or the P-M section directly recorded from photo and M-N section size in remote situation, the three-dimensional scenic with depth is also imaged onto in a plane, longitudinal size is compressed to zero, that is to say and from telescope, see that P-M section spot size is equal with P-M1 section size at measurement light source place, M-N section spot size is also equal with M-N1 section size, therefore, M-N1 section size is equal with the ratio of P-M section size with M-N section size with the ratio of P-M1 section size, included angle B can pass through formula:
C/b=tgA* (cosB+sinB*tg (A+B)) * (sinB+cosB/tgA) formulae discovery draws; The physical size of testee is: (L*H/a)/cosB;
Cross curve left end to the measured object physical size of venter of relicle hot spot is: (L*b/a)/cosB;
The hot spot actual range of the venter of relicle that cross curve laser transmitter projects end irradiates on testee to it is F=(L*b/a) * (ctgA+tgB).
During actual use, also can measure the testee on vertical direction as stated above, only longitudinal subtended angle 2*A2 of cross curve need be replaced horizontal subtended angle 2*A; In addition, owing to having the different pointolite of spacing, coupling light source can be selected easily and fast to measure according to testee size when actual measurement.
The invention has the beneficial effects as follows:
(1) can not only measure the distance between measured object and measurement point, the angle of the length of measured object, highly equidimension and testee and direction of measurement can also be measured simultaneously.
(2) there is the pointolite of different spacing, coupling light source can be selected easily and fast to measure according to testee size when actual measurement.
(3) have employed the light beam of determining spacing and determine that the transmitted beam of launching subtended angle is irradiated testee, demarcated, make measurement result more accurate.
(4) bracing frame has rule, very convenient for the actual pitch read between parallel light spots.
(5) the fixing threaded hole that bracing frame and erection column match setting is convenient to dismantle, change and maintenance to laser head.
Above, be only the present invention's preferably embodiment, but protection scope of the present invention is not limited thereto, within the spirit and principles in the present invention all, any amendment done, equivalent replacement, improvement etc., all should be included within protection scope of the present invention.

Claims (10)

1. a macrometer, is characterized in that: comprise bracing frame, cross curve generating laser, some pointolite generating lasers, described pointolite generating laser and cross curve generating laser are all installed on bracing frame; The light of right-angled intersection point and the light of pointolite laser transmitter projects of described cross curve laser transmitter projects are parallel to each other.
2. a kind of macrometer according to claim 1, is characterized in that: the frame of support frame as described above, as cuboid, parallelly on bracing frame is provided with some erection columns, and the post heart line of each erection column is in same plane.
3. a kind of macrometer according to claim 2, is characterized in that: described bracing frame dorsal part is also provided with rule, and the meter full scale of rule is not less than the post heart line scope of the erection column at bracing frame two ends.
4. a kind of macrometer according to claim 3, is characterized in that: the zero graduation line of the rule of support frame as described above dorsal part aligns with the post heart line of the erection column of bracing frame one end.
5. a kind of macrometer according to claim 2,3 or 4, is characterized in that: each erection column corresponding is also provided with some groups of adjustment holes, and each group adjustment hole is two, is located at the upper end of corresponding erection column sidewall and the middle part of erection column sidewall respectively.
6. a kind of macrometer according to claim 1,2,3 or 4, is characterized in that: the frame body of support frame as described above is provided with connecting hole or the link slot of exterior part.
7. a kind of macrometer according to claim 2,3 or 4, is characterized in that: the lower end of each erection column described has installation via hole, and described installation via hole is provided with the screw of size coupling at the frame body correspondence position of bracing frame.
8. a kind of macrometer according to claim 5, is characterized in that: the lower end of each erection column described has installation via hole, and described installation via hole is provided with the screw of size coupling at the frame body correspondence position of bracing frame.
9. a kind of macrometer according to claim 5, is characterized in that: the frame body of support frame as described above is provided with connecting hole or the link slot of exterior part.
10. a telemeasurement method, it is characterized in that: comprise following steps: by the light source irradiation of laser transmitter projects on testee, the horizontal line of the cross hot spot that testee is irradiated by cross curve generating laser must be parallel to each other with by profile section, observe testee by suitable enlargement factor and with the telescope of graduation and on object, irradiated the hot spot formed by laser again, or irradiated with the camera of suitable focal length shooting testee and surperficial subscript thereof the hot spot formed by laser, then spot separation is measured by the scale on graticule in telescope, or directly measure without the spot separation on the photo of editor's distortion, the size of testee and the distance between testee and generating laser is calculated again by corresponding computing method, for clearly stating computing method and formula, definition: the hot spot distance of the venter of relicle that cross curve laser transmitter projects end irradiates on testee to it is F, the venter of relicle spacing that the cross curve generating laser of the light that the selected pointolite generating laser measured sends and measurement sends is L, the bright dipping subtended angle of cross curve generating laser is 2*A, the angle on the vertical plane that the venter of relicle light measured and pointolite generating laser emit beam and testee surface is B, through telescopical graticule scale or by without editor's distortion photo directly measures: the irradiation spot separation that testee is of a size of H, venter of relicle and pointolite is a, the spacing of cross curve left end venter of relicle hot spot is b, cross curve right-hand member is c to the spacing of venter of relicle hot spot, described computing method are as follows:
1. when the cross intersection point light beam that pointolite generating laser or the cross curve generating laser of selected measurement send and testee surface are basic vertical:
The physical size of testee is: L*H/a;
Cross curve left end to the measured object physical size of venter of relicle hot spot is: L*b/a;
The hot spot actual range of the venter of relicle that cross curve laser transmitter projects end irradiates on testee to it is F=(L*b/a) * ctgA;
2. the cross intersection point light beam sent when pointolite generating laser or the cross curve generating laser of selected measurement and testee surface out of plumb, but when there is certain included angle B on its vertical plane and testee surface:
Included angle B can be drawn by c/b=tgA* (cosB+sinB*tg (A+B)) * (sinB+cosB/tgA) formulae discovery; The physical size of testee is: (L*H/a)/cosB;
Cross curve left end to the measured object physical size of venter of relicle hot spot is: (L*b/a)/cosB;
The hot spot actual range of the venter of relicle that cross curve laser transmitter projects end irradiates on testee to it is
F=(L*b/a)*(ctgA+tgB)。
CN201510934897.XA 2015-12-13 2015-12-13 Long distance measurement instrument and measurement method Pending CN105371771A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201510934897.XA CN105371771A (en) 2015-12-13 2015-12-13 Long distance measurement instrument and measurement method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201510934897.XA CN105371771A (en) 2015-12-13 2015-12-13 Long distance measurement instrument and measurement method

Publications (1)

Publication Number Publication Date
CN105371771A true CN105371771A (en) 2016-03-02

Family

ID=55374182

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201510934897.XA Pending CN105371771A (en) 2015-12-13 2015-12-13 Long distance measurement instrument and measurement method

Country Status (1)

Country Link
CN (1) CN105371771A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113175318A (en) * 2021-04-13 2021-07-27 中国石油天然气股份有限公司 Well wall hole size measuring device and method with positioning function

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113175318A (en) * 2021-04-13 2021-07-27 中国石油天然气股份有限公司 Well wall hole size measuring device and method with positioning function
CN113175318B (en) * 2021-04-13 2023-10-31 中国石油天然气股份有限公司 Borehole wall eyelet size measuring method with positioning function

Similar Documents

Publication Publication Date Title
CN105423999A (en) Measurement device with adjustable light source distance and measurement method
CN105352436B (en) Laser tracker, method for measuring coordinates of remote point and coordinate measuring system
CN105021211B (en) A kind of attitude test device and method based on autocollimator
CN105423958B (en) A kind of more parallelism of optical axis detection devices and detection method
CN105509707A (en) Sliding rail type optical measurement device and method
KR101347859B1 (en) Leveling system being able to survey the level and curvature of the earth
CN105444729A (en) Method for measuring optical long distance
CN106017404A (en) Detection device and method for included angle between visual axis of camera and optical axis of auxiliary laser in image pickup measurement
CN105403194A (en) Optical calibration distance measuring and length measuring device and distance measuring and length measuring method
CN110162735B (en) Ballistic trajectory calculation method and system based on laser ranging telescope
CN109682398B (en) Method, device and system for calibrating orientation elements in complete machine of stereo mapping camera
CN205228434U (en) Measurement device for light source interval is adjustable
CN205228440U (en) Range finding length measuring device is markd to optics
CN105486236A (en) Point light source dimension measurement apparatus and dimension measurement method
CN105371771A (en) Long distance measurement instrument and measurement method
CN105486277A (en) Slide rail type optical measuring device capable of changing angles and measuring method
CN105486237A (en) Point light source based measurement apparatus and measurement method
CN205228386U (en) Pointolite size measurement device
CN105509706A (en) Angle-variable optical measurement device method
CN205228387U (en) Remote measurement appearance
CN109631946B (en) Method and system for testing precision of laser inclinometer
KR101494852B1 (en) Precision improvement leveling system
KR101358983B1 (en) Bench mark surveying system for making the leveling route
CN205228442U (en) Slide rail formula optical measuring device
CN205228437U (en) Variable angle's optical measuring device

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
WD01 Invention patent application deemed withdrawn after publication
WD01 Invention patent application deemed withdrawn after publication

Application publication date: 20160302