Positioning device of geological engineering surveying and mapping instrument
By designing a positioning device for geological engineering surveying and mapping instruments, the problem of centering deviation of the total station prism base is solved, and the adjustment and positioning efficiency and data reliability are improved.
Patent Information
- Application Number
- CN202421326478.9
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-06-12
- Publication Date
- 2025-01-24
- Estimated Expiration
- Not applicable · inactive patent
AI Technical Summary
During the geological engineering surveying and mapping process, the prism base of the total station is prone to centering deviations, and the existing technology lacks effective positioning devices, resulting in inaccurate adjustment and positioning, low efficiency, and affecting the surveying and mapping effect.
A positioning device for geological engineering surveying and mapping instruments is designed, including a base, a leveling seat, a leveling screw, an adjusting nut, a positioning plate, a mounting plate, a universal level and a compass. Through the synergy of these components, the position of the prism base can be accurately adjusted and deviations reduced.
It improves the adjustment and positioning efficiency of the prism base of surveying and mapping instruments, reduces the centering deviation, and ensures the true reliability of surveying and mapping data.
Smart Images

Figure CN222392457U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of geological engineering surveying and mapping instrument parts, and more specifically to a positioning device for geological engineering surveying and mapping instruments. Background Art
[0002] In the process of geological engineering surveying and mapping, common surveying and mapping instruments include total stations, levels, theodolites, etc. Total stations are suitable for precise measurement and positioning. They are generally supported by tripods and placed at different surveying and mapping locations. After the total station has been used for a period of time, the prism base of the total station needs to be positioned to ensure the stability and reliability of its surveying and mapping.
[0003] During actual use, the prism base of the total station will have a centering deviation. There is no corresponding positioning device designed in the prior art, which makes the adjustment and positioning of the prism base inaccurate and the adjustment and positioning efficiency low, affecting the subsequent surveying and mapping effects. Utility Model Content
[0004] The purpose of the utility model is to provide a positioning device for a geological engineering surveying and mapping instrument, which is mainly used to adjust the centering deviation of the prism base of the surveying and mapping instrument, thereby improving the adjustment and positioning efficiency, reducing the centering deviation, and ensuring the authenticity and reliability of subsequent surveying and mapping data.
[0005] In order to achieve the above purpose, the technical solution adopted by the utility model is as follows:
[0006] A positioning device for a geological engineering surveying and mapping instrument comprises a base, a leveling seat is arranged above the base, leveling screws are arranged around the leveling seat and between the base, the leveling screws pass through the surface of the leveling seat and the leveling screws are located between the leveling seat and the base and an adjusting nut is arranged on the rod, a positioning plate is arranged in the middle area of the leveling seat, and symmetrical mounting plates are arranged on both sides of the leveling seat, a universal level is arranged on the surface of one mounting plate and a compass is embedded and installed on the surface of the other mounting plate.
[0007] As a further optimization of this solution, a cross bracket is provided inside the positioning plate, and scale strips are processed on the edges of both sides of the four bracket rods of the cross bracket.
[0008] As a further optimization of this solution, the base is placed on the ground in the middle area below the tripod of the surveying and mapping instrument total station, and the center position of the leveling seat corresponds to the position directly below the prism base of the surveying and mapping instrument total station.
[0009] As a further optimization of this solution, the upper end surface of the adjusting nut is pressed tightly against the lower surface area around the leveling seat.
[0010] As a further optimization of this solution, the mounting plates and the leveling screws are arranged in a staggered distribution around the leveling seat.
[0011] Compared with the prior art, the beneficial effects of the utility model are as follows:
[0012] The positioning device of the geological engineering surveying and mapping instrument designed in the utility model is mainly used to adjust the centering deviation of the prism base of the surveying and mapping instrument, which can improve the adjustment and positioning efficiency, reduce the centering deviation, and ensure the authenticity and reliability of subsequent surveying and mapping data. BRIEF DESCRIPTION OF THE DRAWINGS
[0013] Figure 1 This is a schematic diagram of the overall structure of the positioning device of the utility model;
[0014] Figure 2 This is a top view of the positioning device of the utility model;
[0015] Figure 3 This is a schematic diagram of the structure of the positioning plate of the utility model;
[0016] In the figure: 1. Base; 2. Leveling seat; 3. Leveling screw; 4. Adjusting nut; 5. Mounting plate; 6. Compass; 7. Universal level; 8. Positioning plate; 9. Cross bracket; 10. Scale bar. DETAILED DESCRIPTION
[0017] In order to make the technical means, creative features, objectives and effects achieved by the utility model easy to understand, the utility model is further explained below with reference to specific diagrams.
[0018] In order to solve the problem that the adjustment and positioning of the prism base of the existing surveying and mapping instrument total station is not accurate enough, the adjustment and positioning efficiency is low, and the subsequent surveying and mapping effect is affected, such as Figure 1 and Figure 2 As shown, the present application includes a base 1, a leveling seat 2 is arranged above the base 1, leveling screws 3 are arranged around the leveling seat 2 and between the base 1, the leveling screws 3 pass through the surface of the leveling seat 2 and the leveling screws 3 are located between the leveling seat 2 and the base 1, and an adjusting nut 4 is arranged on the rod body, a positioning plate 8 is arranged in the middle area of the leveling seat 2, and both sides of the leveling seat 2 are provided with mounting plates 5 with symmetrical structures, wherein a universal level 7 is arranged on the surface of one side of the mounting plate 5 and a compass 6 is embedded and installed on the surface of the other side of the mounting plate 5;
[0019] like Figure 3 As shown, a cross bracket 9 is provided inside the positioning plate 8, and scale bars 10 are processed on both side edges of the four bracket rods of the cross bracket 9;
[0020] Specifically, the method for adjusting and positioning the deviation in the prism base of the surveying and mapping instrument total station using the positioning device of the present application is as follows:
[0021] Step 1: Place the base 1 on the ground in the middle area below the tripod of the surveying and mapping instrument total station. The center position of the leveling seat 2 corresponds to the position directly below the prism base of the surveying and mapping instrument total station. By observing the position of the bubble in the universal level 7, adjust the adjusting nuts 4 around to make the leveling seat 2 level. At the same time, keep the upper end of the cross bracket 9 corresponding to the south direction. The intersection of the cross bracket 9 at the center position of the leveling seat 2 is identified as the reference point.
[0022] Step 2: Observe the total station eyepiece and adjust the telescopic length of the tripod in three directions so that the center of the prism base at the center of the tripod is aligned with the reference point area;
[0023] Step 3: Observe the level bubble in the liquid level on the rotating seat at the top of the total station, and adjust the top of the total station repeatedly by turning the adjustment knobs around it to level the top of the total station so that the center of the prism base is aligned with the reference point;
[0024] Step 4: Rotate the rotating seat at the upper end of the total station 180 degrees, observe the offset of the prism base bull's eye through the eyepiece and the scale bar 10 on the cross bracket 9, and mark the position of the prism base bull's eye at this time on the positioning plate 8, measure the offset direction and distance on the positioning plate 8 and record them. If it is offset by 3mm in the southeast direction relative to the reference point, open the eyepiece protective cover, adjust the screw knobs of the eyepiece up, down, left and right through the correction screws, so that the prism base bull's eye is aligned to the position where it is offset by 1.5mm in the southeast direction relative to the reference point (i.e., the half position), and repeat step 3 to align the prism base bull's eye with the reference point;
[0025] Step 5, repeat the operation in step 4, and repeat the operation until the upper rotating seat of the total station is rotated 180 degrees so that the center of the prism base is aligned with the reference point and stops.
[0026] The standard parts used in the utility model can all be purchased from the market, and special-shaped parts can be customized according to the instructions and the drawings. The specific connection methods of each part adopt the conventional means such as mature bolts, rivets, welding, etc. in the existing technology. The machinery, parts and equipment all adopt the conventional models in the existing technology, and the circuit connection adopts the conventional connection method in the existing technology, which will not be described in detail here.
[0027] The above shows and describes the basic principle and main features of the utility model and the advantages of the utility model. Those skilled in the art should understand that the utility model is not limited by the above embodiments. The above embodiments and descriptions are only for explaining the principle of the utility model. Without departing from the spirit and scope of the utility model, the utility model may have various changes and improvements, which fall within the scope of the utility model to be protected. The scope of protection claimed by the utility model is defined by the attached claims and their equivalents.
Claims
1. A positioning device for a geological engineering surveying and mapping instrument, characterized in that: It includes a base, a leveling seat is provided above the base, leveling screws are provided around the leveling seat and between the base, the leveling screw passes through the surface of the leveling seat and the leveling screw is located between the leveling seat and the base and an adjusting nut is provided on the rod, a positioning plate is provided in the middle area of the leveling seat, and symmetrical mounting plates are provided on both sides of the leveling seat, a universal level is provided on the surface of one mounting plate and a compass is embedded in the surface of the other mounting plate.
2. The positioning device for a geological engineering surveying and mapping instrument according to claim 1, characterized in that: A cross bracket is arranged inside the positioning plate, and scale bars are processed on the edges of both sides of four bracket rods of the cross bracket.
3. A positioning device for a geological engineering surveying and mapping instrument according to claim 2, characterized in that: The base is placed on the ground in the middle area below the tripod of the surveying and mapping instrument total station, and the center position of the leveling seat corresponds to the position directly below the prism base of the surveying and mapping instrument total station.
4. The positioning device for a geological engineering surveying and mapping instrument according to claim 3, characterized in that: The upper end surface of the adjusting nut is pressed tightly against the lower surface area around the leveling seat.
5. A positioning device for a geological engineering surveying and mapping instrument according to claim 4, characterized in that: The mounting plates and the leveling screws are arranged in a staggered manner on the periphery of the leveling seat.