CN2655173Y - Remote-point relative position measuring ruler - Google Patents
Remote-point relative position measuring ruler Download PDFInfo
- Publication number
- CN2655173Y CN2655173Y CN 200320114123 CN200320114123U CN2655173Y CN 2655173 Y CN2655173 Y CN 2655173Y CN 200320114123 CN200320114123 CN 200320114123 CN 200320114123 U CN200320114123 U CN 200320114123U CN 2655173 Y CN2655173 Y CN 2655173Y
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- point
- plane
- aiming
- vernier
- straight
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Abstract
The utility model relates to a measurement ruler for the relative position of the far distance points, comprising a straight rod (11) used for orienting the datum plane, and a vernier (5) matched with the straight rod (11). The datum plane is parallel to the upper and the lower plane of the straight rod (11) and passes through the datum point, and the vernier (5) is able to move back-and-forth on the straight rod (11) freely. A plane reflection mirror (6) and a plurality of aiming points (1), (2), (3), (8), and other points are fixed on the vernier (5). The aiming points are fixed on the vernier (5) through the brackets (4) and (7). Each aiming point is positioned on a same plane; the plane determined by the aiming point is an aiming plane, which is consistent with the moving direction of the vernier (5) and is perpendicular to the datum plane. The aiming points are moving on the aiming plane and follow with the vernier along the straight rod; two crossed aiming lines passing through the measuring point are able to be decided at least by the aiming points; one of the aiming line is perpendicular to the datum plane; the aiming line is intersected with the plane reflection mirror. The utility model has the advantages of adopting the plane reflection mirror, aiming easily and having convenient operation.
Description
Technical field
The utility model relates to a kind of distant points relative position measurement chi.
Background technology
In the prior art, the main method of measuring the relative position of railway contact line high-altitude clue or part has: band line bob formula insulation measuring staff method, RU type insulation measuring staff method etc.Band line bob formula insulation measuring staff method is to utilize line to weigh down to measure plumb position with respect to the horizontal plane, measured point, draw the vertical projection position of measured point on rail level line below its plummet through computing, determine the height of measured point again by the length of measuring insulating bar.This method need contact the measured point, and line weighs down the influence of external conditions such as wind-engaging, easily cause measure inaccurate.RU type insulation measuring staff method is by measuring the measured point respectively to the distance between two rails rail shoulder medial surface and the two rails, calculates the parameter of contact net measured point by trigonometry, and this method is easy to generate bigger error in actual use.It all is to need the contact measured point that above-mentioned two kinds of methods are measured, if the survey instrument insulating property are bad or external condition is bad, cause the danger of electric shock easily and measures inaccurate.
Summary of the invention
The purpose of this utility model is to provide a kind of distant points relative position measurement chi, and this dip stick does not need to contact the measured point, and measure the position that just can will be positioned at remote measured point, uses simple operations convenient.
In order to achieve the above object, the technical solution of the utility model is following design:
A kind of distant points relative position measurement chi is characterized in that: comprise that one is used for the straight-bar of positioning reference plane, the vernier that matches with straight-bar; Reference field and process reference point parallel with the upper and lower surface of straight-bar; Vernier can move freely on straight-bar back and forth; Be fixed with plane mirror, aiming point etc. on the vernier; Aiming point is fixed on the vernier by support; Each aiming point is in the same plane, and the determined plane of aiming point is a plane of direction, and plane of direction is consistent with the direction that vernier moves, and is vertical with reference field; Aiming point can move on plane of direction along straight-bar with vernier.By aiming point can determine at least two crossing, through the boresight of measured point, wherein a boresight vertical reference face; Boresight and plane mirror minute surface intersect.
Described a kind of distant points relative position measurement chi, it is characterized in that: aiming point is divided into reference point, standard point and control point; Reference point and standard point are positioned on the vertical line of reference field, and this vertical line claims datum line; The boresight of crossing control point and reference point claims control line, and the folded acute angle of control line and datum line is definite value α (α ≠ 90 ° or 0 °).
Described a kind of distant points relative position measurement chi, it is characterized in that: the position close at the two ends of straight-bar and rail is fixed with insulation course, be fixed with level(l)ing device on the insulation course of straight-bar one end, be fixed with the clamp that matches with rail on the insulation course of the other end of straight-bar.
A kind of distant points relative position measurement chi described in the utility model, according to the parameters such as angle of displacement, control line and the datum line of datum line, vernier, draw the measured point on reference field the vertical projection position and calculate the vertical range of measured point to reference field.After having adopted plane mirror, be convenient to aiming, easy to use.
A kind of distant points relative position measurement chi described in the utility model, the method of the relative position of measurement railway contact line high-altitude clue or part is as follows: lay out straight-bar on the two rails rail level of position as shown in Figure 3 under measured point C is general, make the lower surface of straight-bar be parallel to the rail level line, simultaneously, the vertical two rails of the straight-bar of dip stick.The plane of direction of dip stick and high-altitude clue intersect certainly, along the parallel traverse measurement chi of rail level, monocular is observed by plane mirror, adjusting sight earlier makes the diplopia of each aiming point in level crossing be a straight line, again the traverse measurement chi make measured point C diplopia also on this straight line after, keep straight-bar motionless.Moving cursor overlaps reference point 8, standard point 2 and the measured point C diplopia in reflective mirror, and at this moment, the position of reference point is A, and position A is the projected position of measured point C on reference field.Moving cursor overlaps reference point 8, control point 1 and the measured point C diplopia in reflective mirror again, and at this moment, the position of reference point is B, and the distance between position A and the position B is AB.Suppose that measured point C is H with respect to the distance of reference field, then H=AB ÷ tg α.Like this, finished the measurement of the relative position of distant points.
Description of drawings
Fig. 1 is the front view of embodiment
Fig. 2 is the left view of Fig. 1
Fig. 3 is among the measuring principle figure figure
1. control point 2. standard points 3. control points 4. aiming point supports
5. vernier 6. reflective mirrors 7. reference point supports 8. reference points
9. reading is marked 10. transverse horizontal and is marked 11. straight-bars, 12. clamps
13. level(l)ing device 14. reflector brackets 15. vertical equities mark
Embodiment
A kind of distant points relative position measurement chi that this embodiment is introduced, its structure as shown in Figure 1, 2.Comprise that one is used for the straight-bar 11 of positioning reference plane, the vernier 5 that matches with straight-bar 11.Reference field and process reference point parallel with the upper and lower surface of straight-bar 11, vernier 5 can move freely on straight-bar 11 back and forth.Be fixed with plane mirror 6, aiming point 1,2,3,8, reading mark 9, transverse horizontal mark 10, vertical equity mark 15 on the vernier 5.Aiming point is fixed on the vernier 5 by support 4,7.Each aiming point is in the same plane, and the determined plane of aiming point is a plane of direction, and plane of direction is consistent with the direction that vernier 5 moves, and is vertical with reference field.Aiming point can move on plane of direction along straight-bar with vernier, by aiming point can determine at least two crossing, through the boresight of measured point, wherein a boresight vertical reference face; Boresight and plane mirror 6 minute surfaces intersect.Aiming point is divided into reference point 8, standard point 2 and control point 1,3; Reference point 8 and standard point 2 are positioned on the vertical line of reference field, and this vertical line claims datum line; The boresight of crossing control point and reference point claims control line, and the folded acute angle of control line and datum line is definite value α (α ≠ 90 ° or 0 °).The position close at the two ends of straight-bar 11 and rail is fixed with insulation course, is fixed with level(l)ing device 13 on the insulation course of straight-bar 11 1 ends, is fixed with the clamp 12 that matches with rail on the insulation course of the other end of straight-bar 11.
Claims (2)
1, a kind of distant points relative position measurement chi is characterized in that: comprise that one is used for the straight-bar (11) of positioning reference plane, the vernier (5) that matches with straight-bar (11); Reference field and process reference point parallel with the upper and lower surface of straight-bar (11), vernier (5) can move freely on straight-bar (11) back and forth; Be fixed with plane mirror (6), aiming point (1,2,3,8) etc. on the vernier (5); Aiming point is fixed on the vernier (5) by support (4,7); Each aiming point is in the same plane, and the determined plane of aiming point is a plane of direction, and plane of direction is consistent with the direction that vernier (5) moves, and is vertical with reference field; Aiming point can move on plane of direction along straight-bar with vernier, by aiming point can determine at least two crossing, through the boresight of measured point, wherein a boresight vertical reference face; Boresight and plane mirror (6) minute surface intersects.
2, a kind of distant points relative position measurement chi according to claim 1 is characterized in that: aiming point is divided into reference point (8), standard point (2) and control point (1,3); Reference point (8) and standard point (2) are positioned on the vertical line of reference field, and this vertical line claims datum line; The boresight of crossing control point and reference point claims control line, and the folded acute angle of control line and datum line is definite value α (α ≠ 90 ° or 0 °).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 200320114123 CN2655173Y (en) | 2003-11-10 | 2003-11-10 | Remote-point relative position measuring ruler |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 200320114123 CN2655173Y (en) | 2003-11-10 | 2003-11-10 | Remote-point relative position measuring ruler |
Publications (1)
Publication Number | Publication Date |
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CN2655173Y true CN2655173Y (en) | 2004-11-10 |
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN 200320114123 Expired - Fee Related CN2655173Y (en) | 2003-11-10 | 2003-11-10 | Remote-point relative position measuring ruler |
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CN (1) | CN2655173Y (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101943569A (en) * | 2010-08-04 | 2011-01-12 | 马军 | Method and device thereof for testing deformation of steel wire in wire rope strand |
CN108225144A (en) * | 2018-01-16 | 2018-06-29 | 肖何 | The measuring device and measuring method of acetabular component top rake are measured on X-ray film |
CN113124819A (en) * | 2021-06-17 | 2021-07-16 | 中国空气动力研究与发展中心低速空气动力研究所 | Monocular distance measuring method based on plane mirror |
-
2003
- 2003-11-10 CN CN 200320114123 patent/CN2655173Y/en not_active Expired - Fee Related
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101943569A (en) * | 2010-08-04 | 2011-01-12 | 马军 | Method and device thereof for testing deformation of steel wire in wire rope strand |
CN101943569B (en) * | 2010-08-04 | 2012-06-13 | 徐州师范大学 | Method and device thereof for testing deformation of steel wire in wire rope strand |
CN108225144A (en) * | 2018-01-16 | 2018-06-29 | 肖何 | The measuring device and measuring method of acetabular component top rake are measured on X-ray film |
CN108225144B (en) * | 2018-01-16 | 2023-11-10 | 肖何 | Measuring device and measuring method for measuring anteversion angle of acetabular prosthesis on X-ray film |
CN113124819A (en) * | 2021-06-17 | 2021-07-16 | 中国空气动力研究与发展中心低速空气动力研究所 | Monocular distance measuring method based on plane mirror |
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Legal Events
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C19 | Lapse of patent right due to non-payment of the annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |