CN210321748U - Total station prism combination device for opposite observation and rapid orientation - Google Patents
Total station prism combination device for opposite observation and rapid orientation Download PDFInfo
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- CN210321748U CN210321748U CN201921656410.6U CN201921656410U CN210321748U CN 210321748 U CN210321748 U CN 210321748U CN 201921656410 U CN201921656410 U CN 201921656410U CN 210321748 U CN210321748 U CN 210321748U
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- total station
- prism
- orientation
- come card
- measuring
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Abstract
The utility model provides a total station prism composite set for opposite direction observation fast orientation, which comprises a come card total station installed on a tripod, wherein a small prism is arranged on the come card total station, the small prism is positioned on the same axis with the come card total station through a positioning device for two or more come card total stations opposite direction orientation, the small prism installed on the come card total station ensures higher precision through the positioning device, an observation level instrument adjusts the levelness of the prism, two come card total stations opposite direction observation can solve the problem that a measuring structure has dead angles, the measuring efficiency in the measuring process of a plurality of structures in a local area is obviously improved, the directional control points and directions are the same two points, the point position error of lofting is greatly reduced, the composite set can mutually check the measuring directional precision at the same time, the rechecking is carried out through the comparison of the directional errors of the two instruments, the error rate of measuring orientation is reduced.
Description
Technical Field
The utility model belongs to the technical field of the measuring technique and specifically relates to a total powerstation prism composite set for subtend observation quick orientation is related to.
Background
With the continuous improvement and development of engineering measuring instruments and technologies, total station measurement becomes the most common and most widely used instrument in the current construction measuring instruments. The total station is limited by the requirements of optical collimation rear view point orientation, a measurement process depending on the total station and a measurement part through sight and the like, so that the problem that the total station always has a measurement dead angle when measuring a certain building or structure is caused. Secondly, when a certain structure cannot be completely measured due to shielding, a certain 'dead angle' position must be measured by readjusting the instrument erection position and orienting, repeated station setting errors cannot be avoided, and the distance between the lofting points cannot meet the high-precision requirement after the station setting errors are accumulated twice. Finally, in order to meet the requirements that the measured rearview distance is larger than the measured foresight distance, the rear view point is often far, the work of setting out and the like when the measurement position comes after the rear view point of the staff for measuring the front ruler is erected is achieved, and the timeliness is low.
SUMMERY OF THE UTILITY MODEL
A primary objective of the utility model is to provide a total powerstation prism composite set for subtend observation quick orientation, the sight of solving the existence shelters from unable whole positions of measurement, and repeated station establishment has caused the error to accumulate, the lower problem of measurement personnel back vision orientation ageing.
In order to solve the technical problem, the utility model discloses the technical scheme who adopts is: a total station prism combination device for opposite direction observation and quick orientation comprises a come card total station installed on a tripod, a small prism is arranged on the come card total station, and the small prism is located on the same axis with the come card total station through a positioning device.
In the preferred scheme, arrows are arranged on the periphery of a lens in the small prism, a level meter is arranged at the top of the lens, a clamping groove is formed in the bottom of the lens, and through holes are formed in the two sides of the clamping groove.
In the preferred scheme, a boss in the positioning device abuts against the clamping groove, and the boss is arranged at the top of the come total station.
In the preferred scheme, the small prism passes through the through hole through a bolt to be connected with the come card total station.
The utility model provides a total station prism composite set for subtend observation quick orientation, for two or more come card total station subtend orientation, install the small prism on come card total station through positioner guarantee higher precision, observe the spirit level and adjust the prism levelness, two come card total station subtend observation can solve and measure the problem that the structure has "dead angle", the efficiency of measuring in the process of the more structure measurement of local area has apparent improvement, directional control point and direction are the same two points, the position error of instrument lofting is greatly reduced, composite set can check the directional precision of measurement each other simultaneously, recheck through the comparison of two instrument directional errors, the error rate of measurement orientation is reduced, after composite set's orientation is accomplished, the sight is measured and will be intact observes the regional position that needs the measurement of positive film measuring instrument, will not need to set up repeatedly, the device has the advantages that the measurement error and efficiency are greatly improved, the procedure that the rearview prism is erected firstly and then the point position to be measured is measured, which is inherent to the staff in the ruler before measurement, is liberated, the staff in the ruler before measurement can directly place the point to be measured for measurement, the measurement efficiency is high, and the device can be used for checking whether the erected state of the instrument is stable in real time in the measurement process and quantitatively analyzing the eccentric error of the instrument erected for a long time.
Drawings
The invention will be further explained with reference to the following figures and examples:
FIG. 1 is a view of the overall structure of the present invention;
fig. 2 is a partial enlarged view a of the present invention;
FIG. 3 is a view of the structure of the small prism of the present invention;
FIG. 4 is a schematic view of the installation and use of the present invention;
in the figure: a small prism 1; a lens 101; a level gauge 102; a through hole 103; arrows 104; a card slot 105; leica total station 2; a boss 201; a bolt 3; a tripod 4; partial magnified view a.
Detailed Description
Example 1
As shown in fig. 1 to 4, a total station prism combination device for opposite observation and rapid orientation includes a come card total station 2 mounted on a tripod 4, and is characterized in that: the laika total station 2 is provided with the small prism 1, the small prism 1 is on the same axis with the laika total station 2 through the positioning device, and therefore, the structure can ensure the precision of the small prism 1 installed on the laika total station 2 through the positioning device so as to meet the precision requirement required by measurement.
In the preferred scheme, camera lens 101 in the small prism 1 is equipped with arrow 104 all around, camera lens 101 top is equipped with spirit level 102, camera lens 101 bottom is equipped with draw-in groove 105, and draw-in groove 105 both sides are equipped with through-hole 103, and from this structure, arrow 104 highlights camera lens 101 position, and the subtend observation is convenient for fix a position fast, observes spirit level 102 and adjusts the levelness of small prism 1, ensures the precision of measured data, and draw-in groove 105 is the triangle-shaped, and the summit aligns with the dot of camera lens 101, ensures to install the precision at leica total powerstation 2.
In the preferred scheme, the boss 201 in the positioning device abuts against the clamping groove 105, and the boss 201 is arranged at the top of the come total station 2, so that the positioning is performed through the triangular boss 201 and the clamping groove 105, and the installation accuracy of the small prism 1 and the come total station 2 is ensured.
In the preferred scheme, the small prism 1 penetrates through the through hole 103 through the bolt 3 to be connected with the come total station 2, so that the structure is firm in connection, and the adjusting bolt 3 can also adjust the levelness of the small prism 1.
Example 2
Further explained with reference to embodiment 1, as shown in fig. 1 to 4, the principle of the total station prism combination device for opposite observation and fast orientation is as follows: after a laika total station 2 is erected on a control point for centering and leveling, the laika total station 2 penetrates through a handle centering hole of the total station at a plumb line perpendicular to a cross mark of the control point, the device is clamped into a boss 201 for forced centering through a clamping groove 105 on a small prism 1, the small leveling prism 1 ensures that the center of a lens 101, the center of the lens 101 and the cross mark of the control point are on the same plumb line, and the condition that the plane coordinate of the erected lens 101, the plane coordinate of the small prism 1 and the coordinate of the control point are consistent is shown, and the lens 101 can be used as a rearview orientation point.
The measuring process comprises the following steps that ① two total stations are erected in the large mileage direction and the small mileage direction of a hanging basket respectively in the hanging basket measuring process, leveling and centering are conducted, ② a small prism 1 is installed on a handrail of the total station, a clamping groove 105 is clamped on a boss 201 to conduct forced centering, ③ the direction of the small prism 1 is adjusted to enable the small prism 1 to be opposite to the other instrument direction in the rearview direction, the small prism 1 is adjusted to be in a horizontally centered state through a bolt 3, after the centering of the ④ small prism 1 and the horizontal adjustment of air bubbles are completed, the small prism 1 is fixed on the handrail of the total station through left and right fixing bolts 3, and the installation of the small prism 1 is completed.
The above-mentioned embodiments are merely preferred embodiments of the present invention, and should not be considered as limitations of the present invention, and the protection scope of the present invention should be defined by the technical solutions described in the claims, and includes equivalent alternatives of technical features in the technical solutions described in the claims. Namely, equivalent alterations and modifications within the scope of the invention are also within the scope of the invention.
Claims (4)
1. A total station prism composite set for subtend-observation quick orientation, comprising a come card total station (2) mounted on a tripod (4), characterized in that: the Leica total station (2) is provided with a small prism (1), and the small prism (1) is positioned on the same axis with the Leica total station (2) through a positioning device.
2. The total station prism assembly for rapidly orienting to subtend an observation of claim 1, wherein: arrows (104) are arranged on the periphery of a lens (101) in the small prism (1), a level meter (102) is arranged on the top of the lens (101), a clamping groove (105) is arranged at the bottom of the lens (101), and through holes (103) are formed in two sides of the clamping groove (105).
3. A total station prism assembly for rapid orientation for subtended observation according to claim 1 or 2, wherein: a boss (201) in the positioning device abuts against the clamping groove (105), and the boss (201) is arranged at the top of the come card total station (2).
4. A total station prism assembly for rapid orientation for subtended observation according to claim 1 or 2, wherein: the small prism (1) penetrates through the through hole (103) through the bolt (3) to be connected with the come total station (2).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201921656410.6U CN210321748U (en) | 2019-09-30 | 2019-09-30 | Total station prism combination device for opposite observation and rapid orientation |
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CN201921656410.6U CN210321748U (en) | 2019-09-30 | 2019-09-30 | Total station prism combination device for opposite observation and rapid orientation |
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CN210321748U true CN210321748U (en) | 2020-04-14 |
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CN201921656410.6U Expired - Fee Related CN210321748U (en) | 2019-09-30 | 2019-09-30 | Total station prism combination device for opposite observation and rapid orientation |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111609840A (en) * | 2020-05-25 | 2020-09-01 | 长江三峡技术经济发展有限公司 | Novel method for detecting fixed constant correction number of precise ranging |
-
2019
- 2019-09-30 CN CN201921656410.6U patent/CN210321748U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111609840A (en) * | 2020-05-25 | 2020-09-01 | 长江三峡技术经济发展有限公司 | Novel method for detecting fixed constant correction number of precise ranging |
CN111609840B (en) * | 2020-05-25 | 2021-11-02 | 长江三峡技术经济发展有限公司 | Novel method for detecting fixed constant correction number of precise ranging |
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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: 20200414 |