CN203116739U - Measuring device - Google Patents

Measuring device Download PDF

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Publication number
CN203116739U
CN203116739U CN 201320096606 CN201320096606U CN203116739U CN 203116739 U CN203116739 U CN 203116739U CN 201320096606 CN201320096606 CN 201320096606 CN 201320096606 U CN201320096606 U CN 201320096606U CN 203116739 U CN203116739 U CN 203116739U
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China
Prior art keywords
dial
horizontal
horizontal dial
gage
utility
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Expired - Fee Related
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CN 201320096606
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Chinese (zh)
Inventor
朱庆伟
李云飞
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Xian University of Science and Technology
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Xian University of Science and Technology
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Priority to CN 201320096606 priority Critical patent/CN203116739U/en
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Publication of CN203116739U publication Critical patent/CN203116739U/en
Anticipated expiration legal-status Critical
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Abstract

The utility model provides a measuring device which comprises a horizontal dial, a vertical dial, a connecting rod and a measuring scale; the horizontal dial is provided with a circular level; a sighting device and a horizontal dial pointer are arranged at the upper part of the horizontal dial; the connecting rod is arranged at the lower part of the horizontal dial; the vertical dial is arranged at the lower part of the horizontal dial and rotates around the connecting rod in the horizontal direction; and the measuring scale is arranged on the vertical dial. The utility model aims to solve the problem that dangerous points exist in engineering application, and provides the measuring device which can be erected at a safe place near a danger monitoring point; the coordinates of the monitoring point can be measured through a total station and the measuring device; and the measuring device has an important practical significance for protecting the personnel safety of the survey crew.

Description

A kind of measuring equipment
Technical field
The utility model relates to the engineering measuring technology field, especially can determine a kind of measuring equipment of dangerous point position coordinate fast.
Technical background
Total powerstation, the full standing posture electronics of full name speed are that a kind of collection transit, electronic distance measuring instrument (EDM, Electronic Distance Measuring Device) outer computer software systems are the contemporary optics electronic measuring instrument of one apart from instrument.Because it can finish whole surveying works of horizontal angle, vertical angle, distance, vertical survey at an erect-position, so get its name.
The principle of total station survey coordinate: can directly record observation station to angle difference between the observed object and distance by total powerstation, can calculate the coordinate of observed object or observation station with respect to the position of known point by trigonometric conversion relation accordingly.
(as: side slope detections, mining subsidence etc.) were because the distortion on the face of land during but some engineerings were used, and some monitoring points are in the danger zone, the personal safety in the time of can threatening survey crew and work.
The utility model content
The purpose of this utility model provides a kind of measuring equipment that can especially can determine the dangerous point position coordinate fast.
In order to achieve the above object, the utility model provides following technical scheme: a kind of measuring equipment, and by horizontal dial, vertical circle, connecting link, gage is formed, and horizontal dial arranges circular bubble, and there are alignment clamp and horizontal dial pointer in the horizontal dial top, the horizontal dial below arranges connecting link, vertical circle is arranged on the horizontal dial below, rotates in the horizontal direction around connecting link, and gage is set on the vertical circle.
Described horizontal dial meter full scale is 0 ° to 90 ° and 270 ° to 360 °.
Described vertical circle is shaped as 1/4 circle.
Described gage is scalable gage, and the adjustable in length scope is 0.5m to 2m.
Described gage is free movable in 0 ° to 90 ° in the vertical direction.
Described connecting link lower end arranges connector.
The dangerous point of the existence during the utility model is used at engineering; study a kind of measurement mechanism that can near the safety area hazards monitoring point sets up; utilize total powerstation and this measurement mechanism to record the coordinate of monitoring point, important practical sense is played in the personal safety of protection survey crew.
Description of drawings
In order to be illustrated more clearly in the utility model embodiment or technical scheme of the prior art, to do to introduce simply to the accompanying drawing of required use in embodiment or the description of the Prior Art below, apparently, accompanying drawing in describing below only is embodiment more of the present utility model, for those of ordinary skills, under the prerequisite of not paying creative work, can also obtain other accompanying drawing according to these accompanying drawings.
Fig. 1 is the utility model horizontal dial synoptic diagram.
Fig. 2 is the utility model vertical circle synoptic diagram.
Fig. 3 is the utility model structural representation.
Fig. 4 is that the utility model uses the status architecture synoptic diagram
Embodiment
Below in conjunction with accompanying drawing of the present utility model, the technical solution of the utility model is clearly and completely described, obviously, described embodiment only is the utility model part embodiment, rather than whole embodiment.Based on the embodiment in the utility model, those of ordinary skills are not making the every other embodiment that obtains under the creative work prerequisite, all belong to the scope of the utility model protection.
According to Fig. 1, shown in Figure 3, a kind of measuring equipment of the utility model, by horizontal dial 1, vertical circle 5, connecting link 7, gage 6 is formed, horizontal dial arranges circular bubble 2, there are alignment clamp 4 and horizontal dial pointer 3 in the horizontal dial top, and the horizontal dial below arranges connecting link 7, and vertical circle is arranged on the horizontal dial below, rotate in the horizontal direction around connecting link, gage is set on the vertical circle.The connecting link lower end arranges connector 71, the utility model can be connected on the tripod by connector.Described horizontal dial meter full scale is 0 ° to 90 ° and 270 ° to 360 °.
According to shown in Figure 2, described vertical circle is shaped as 1/4 circle.Described gage is scalable gage, and the adjustable in length scope is 0.5m to 2m.Described gage is free movable in 0 ° to 90 ° in the vertical direction.
According to shown in Figure 4, equipment frame is located near the dangerous point to be measured, the known point A of total powerstation is set up in the alignment clamp aiming, make horizontal dial zero setting, the gage end is placed on the tested point 0, recording level angle, vertical angle and gage reading record the position coordinate of interim some B again with total powerstation, can obtain the position coordinate of dangerous point O to be measured according to trigonometric conversion relation.
According to shown in Figure 4, in the practical application, use the utility model to cooperate the process of total powerstation mensuration tested point position coordinate as follows:
1, field data collection
1) settles aided measurement device
The utility model is installed on the tripod, uses pedestal will install leveling, utilize the alignment clamp on the horizontal dial to aim at the known point A that sets up total powerstation, make 0 ° of scale on the horizontal dial aim at known point; Horizontal direction is rotated vertical circle, and the gage end points is placed on the tested point O point.
2) measurement point data acquisition
A sets up total powerstation at known point, adjusts the riding position of aided measurement device, makes prism to be placed in interim some B and the known point A intervisibility that sets up total powerstation on the tripod of interim point, records the coordinate of interim some B.
3) information record
The data that need record: tested point period; Interim some period and coordinate; Known point period and coordinate; Horizontal angle beta; Vertical angle θ; The length S of gage;
Wherein, the reading of pointer indication, i.e. ∠ ABO on the horizontal dial when horizontal angle beta refers to that gage end points O point places tested point point to go up; The reading of pointer indication on vertical circle when vertical angle θ refers to that gage end points O point places tested point point to go up.
2, interior industry data are handled
1) the azimuth angle alpha AB of calculating AB
Position angle definition: to the angle that measures along clockwise direction on the survey line, be called the position angle of this straight line by the north.Its scope is 0 ° to 360 °, and the concrete computing method of the azimuth angle alpha AB of AB are as follows:
Calculate increment of coordinate Δ XAB and Δ YAB on directions X and the Y-direction at first, respectively:
ΔXAB=XB-XA
ΔYAB=YB-YA
Secondly, the arc-tangent value of coordinates computed increment: α AB is sharp
Figure BSA00000860459400041
Judge the quadrant at α AB place by the sign of XAB and Δ YAB, obtain the azimuth angle alpha AB of AB:
Δ XAB>0 and Δ YAB>0 item are first quartile; α AB=α AB is sharp;
Δ XAB<0 and Δ YAB>0 item are second quadrant; α AB=180 °-α AB is sharp;
Δ XAB<0 and Δ YAB<0 item are third quadrant; α AB=180 °+α AB is sharp;
Δ XAB>0 and Δ YAB<0 item are fourth quadrant; α AB=360 °-α AB is sharp;
Δ YAB=0 and Δ XAB>0 a α AB=0 °;
Δ XAB=0 and Δ YAB>0 a α AB=90 °;
Δ YAB=0 and Δ XAB<0 a α AB=180 °;
Δ XAB=0 and Δ YAB<0 a α AB=270 °;
2) calculate BO azimuth angle alpha B0 angle
αBO=αAB+180°+β
3) ask tested point O coordinate
ΔX=S×cosθ×cosαBO;
ΔY=S×cosθ×sinαBO;
ΔH=-S×sinθ;
Then concern according to the position of tested point O and interim some B:
XO=XB+ΔX;
YO=YB+ΔY;
HO=HB+ΔH;
The example that utilizes the utility model servicing unit specifically to measure:
1, field data collection
1) settles aided measurement device
According to shown in Figure 3, suppose the O point for survey crew there being the tested point of potential safety hazard, at first with the tripod frame near in 2 meters of tested points the position and with the known point A intervisibility that sets up total powerstation, namely put the B point temporarily; Prism holder is located on the tripod, records the coordinate of interim some B with total powerstation, again prism is taken off, this device is erected on the tripod, utilizes the pedestal leveling, utilize the sighting device aiming A point on the horizontal dial, horizontal dial is placed 0 °, the gage end is placed on the tested point 0.
2) information record
Record data are: O, and B, 3826127.732,472532.351,625.131,
A,3826275.637,472595.278,605.393,45°,30°,1.8。
2, interior industry data are handled
1) calculates AB azimuth angle alpha AB=246 ° 57 ' 9 ";
2) calculate BO azimuth angle alpha BO=111 ° 57 ' 9 ";
3) ask tested point O coordinate
XO=XB+S×cosθ×cosαBO;=3826127.732-0.583=3826127.149
YO=YB+S×cosθ×sinαBO;=472532.351+1.446=472533.797
HO=HB-S×sinθ;=625.131-0.9=624.231。
That is: O point coordinate: X==3826127.149, Y=472533.797, horizontal H=624.231.
The above; it only is embodiment of the present utility model; but protection domain of the present utility model is not limited thereto; anyly be familiar with those skilled in the art in the technical scope that the utility model discloses; can expect easily changing or replacing, all should be encompassed within the protection domain of the present utility model.Therefore, protection domain of the present utility model should be as the criterion by described protection domain with claim.

Claims (6)

1. measuring equipment, it is characterized in that: by horizontal dial, vertical circle, connecting link, gage is formed, horizontal dial arranges circular bubble, there are alignment clamp and horizontal dial pointer in the horizontal dial top, and the horizontal dial below arranges connecting link, and vertical circle is arranged on the horizontal dial below, rotate in the horizontal direction around connecting link, gage is set on the vertical circle.
2. measuring equipment according to claim 1, it is characterized in that: described horizontal dial meter full scale is 0 ° to 90 ° and 270 ° to 360 °.
3. measuring equipment according to claim 1 is characterized in that: described vertical circle is shaped as 1/4 circle.
4. measuring equipment according to claim 1, it is characterized in that: described gage is scalable gage, the adjustable in length scope is 0.5m to 2m.
5. measuring equipment according to claim 4 is characterized in that: described gage is free movable in 0 ° to 90 ° in the vertical direction.
6. measuring equipment according to claim 1, it is characterized in that: described connecting link lower end arranges connector.
CN 201320096606 2013-03-04 2013-03-04 Measuring device Expired - Fee Related CN203116739U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201320096606 CN203116739U (en) 2013-03-04 2013-03-04 Measuring device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201320096606 CN203116739U (en) 2013-03-04 2013-03-04 Measuring device

Publications (1)

Publication Number Publication Date
CN203116739U true CN203116739U (en) 2013-08-07

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Application Number Title Priority Date Filing Date
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Country Link
CN (1) CN203116739U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107339583A (en) * 2017-08-01 2017-11-10 中国科学院武汉岩土力学研究所 It is a kind of from centering type laser tripod

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107339583A (en) * 2017-08-01 2017-11-10 中国科学院武汉岩土力学研究所 It is a kind of from centering type laser tripod
CN107339583B (en) * 2017-08-01 2022-11-01 中国科学院武汉岩土力学研究所 Self-centering type laser tripod

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

Granted publication date: 20130807

Termination date: 20140304