CN222277980U

CN222277980U - A total station precision trigonometric height cross-river leveling auxiliary device

Info

Publication number: CN222277980U
Application number: CN202421109523.5U
Authority: CN
Inventors: 孙建宇; 张�成; 朱春宁; 王志超; 马广阔
Original assignee: Jiangsu Hehai Engineering Technology Co ltd
Current assignee: Jiangsu Hehai Engineering Technology Co ltd
Priority date: 2024-05-21
Filing date: 2024-05-21
Publication date: 2024-12-31
Anticipated expiration: 2034-05-21

Abstract

The utility model proposes a total station precision trigonometric height cross-river leveling measurement auxiliary device, comprising a measurement tripod, a measurement bracket, bolts, a prism base, a prism and a target mark; the bottom of the measurement bracket is fixed to the measurement tripod with bolts, the prism base is vertically arranged at the center of the measurement bracket, the prism is connected to the prism base, the target mark is fixed on the prism, and the prism base can adjust the horizontality on the measurement bracket. The utility model has a simple structure and is easy to operate, overcomes the problems existing in the conventional total station precision trigonometric height cross-river leveling measurement method, and improves work efficiency.

Description

Accurate triangle elevation of total powerstation is crossed river level and is measured auxiliary device

Technical Field

The utility model relates to the technical field of triangular elevation river-crossing level measurement, in particular to a precise triangular elevation river-crossing level measurement auxiliary device of a total station.

Background

With the rapid development of cities, more and more projects are passed through rivers, however, in the construction process, the traditional geometric leveling method is adopted to pass over the existing bridge, most of bridges have large vehicle flow, generate large vibration, and the geometric leveling method is adopted to ensure long crossing distance and poor data quality, so that the precision requirement cannot be met.

In recent years, with the development of total stations, particularly automatic alight total stations having automatic recognition, alight targets, high-precision angle measurement and ranging, precise triangulation has become possible instead of conventional high-level leveling. However, the normal precision triangulation engineering measurement needs to be matched by multiple people, for example, 2-4 auxiliary people are needed to be equipped, the prism is required to be continuously rotated in each measuring process, and the prism is required to be rotated back to the original position after each measuring process is finished. Inconvenient measurement and low efficiency.

Therefore, how to improve the efficiency and convenience of the precision triangulation engineering measurement is an urgent problem in the current field.

Disclosure of utility model

Aiming at the problems in the prior art, the utility model provides an auxiliary device for measuring the accurate triangular elevation river-crossing water level of a total station, which solves the problems that in the prior art, the triangular elevation measurement needs to be matched by multiple persons, the measurement is inconvenient and the like.

In order to solve the technical problems, the utility model provides the technical scheme that the accurate triangular elevation river-crossing level measurement auxiliary device of the total station comprises a measurement tripod, a measurement bracket, a second prism base, a second prism, a second target and a second bolt;

the measuring tripod is vertically arranged above the to-be-measured point, the measuring bracket is arranged above the measuring tripod and connected with the measuring tripod through a second bolt, the second prism base is arranged above the steel plate at the lower side of the measuring bracket and connected with the measuring tripod, the second prism is fixed on the second prism base, and the second prism is sleeved on the second prism and has an automatic angle rotation function.

The accurate triangle elevation river-crossing leveling auxiliary device of the total station further comprises a first bolt, a first prism base, a first prism and a first target, wherein the first prism base is arranged above the steel plate on the upper side of the measuring support and is connected with the steel plate by the first bolt, the first prism is fixed on the first prism base, and the first target is sleeved on the first prism and has an automatic angle rotation function.

Further, the threaded holes on the upper side and the lower side of the measuring bracket are formed in the same plumb line and are positioned in the center of the steel plate.

Further, the measuring bracket has a hollow cuboid structure.

Further, the measuring bracket is made of steel plates with the thickness of 2-3 mm.

Further, the length, width and height of the measuring bracket are within the range of 0.45-0.5m, and the measuring bracket is a thin steel pipe. Compared with the prior art, the beneficial technical effects of the utility model adopting the technical scheme are as follows:

The accurate triangular elevation river-crossing leveling auxiliary device for the total station provided by the utility model has the advantages of simple structure, convenience in installation and convenience in operation, and can be widely applied to accurate triangular elevation river-crossing leveling measurement work by overcoming the inconvenience caused by frequent need of personnel to walk and rotate the prism through the distance and angle data acquisition of the prism fixed on the measurement bracket.

Drawings

FIG. 1 is a front view of the present utility model;

In the figure, a 1-measuring tripod, a 2-measuring bracket, a 3-second prism base, a 4-second prism, a 5-second target, a 6-second bolt, a 7-first bolt, an 8-first prism base, a 9-first prism and a 10-first target are arranged.

Detailed Description

For a better understanding of the technical content of the present utility model, specific examples are set forth below, along with the accompanying drawings.

Aspects of the utility model are described herein with reference to the drawings, in which there are shown many illustrative embodiments. The embodiments of the present utility model are not limited to the embodiments described in the drawings. It is to be understood that this utility model is capable of being carried out by any of the various concepts and embodiments described above and as such described in detail below, since the disclosed concepts and embodiments are not limited to any implementation. Additionally, some aspects of the disclosure may be used alone or in any suitable combination with other aspects of the disclosure.

While the utility model has been described in terms of preferred embodiments, it is not intended to be limiting. Those skilled in the art will appreciate that various modifications and adaptations can be made without departing from the spirit and scope of the present utility model. Accordingly, the scope of the utility model is defined by the appended claims.

As shown in FIG. 1, the utility model provides a total station precise triangle elevation river-crossing level measuring auxiliary device, which comprises a measuring tripod 1, a measuring bracket 2, a second prism base 3, a second prism 4, a second target 5 and a second bolt 6;

The measuring tripod 1 is vertically arranged above the to-be-measured point, the measuring bracket 2 is arranged above the measuring tripod 1 and is connected with the measuring tripod 1 through a second bolt 6, the second prism base 3 is arranged above the steel plate at the lower side of the measuring bracket 2 and is connected with the measuring tripod 1, the second prism 4 is fixed on the second prism base 3, and the second target 5 is sleeved on the second prism 4 and has an automatic angle rotation function. The screw thread holes on the upper side and the lower side of the measuring bracket 2 are arranged on the same plumb line and are positioned in the center of the steel plate.

The measuring bracket 2 is of a hollow long cube structure, is made of a steel plate with the thickness of 2-3mm, is connected with four corners by adopting a thin steel pipe with the height of 0.45-0.5m, and is connected with the second bolt 6 of the measuring tripod 1 through a threaded round hole below the measuring bracket 2.

The utility model further comprises a first bolt 7, a first prism base 8, a first prism 9 and a first target 10, wherein the first prism base 8 is arranged above the steel plate on the upper side of the measuring bracket 2 and is connected with the first bolt 7, the first prism 9 is fixed on the first prism base 8, and the first target 10 is sleeved on the first prism 9 and has an automatic angle rotation function.

The utility model works as follows, the prism 4 and the second target 5 are rotated towards the own total station, and the first prism 9 and the first target 10 are rotated towards the opposite side total station. The two prisms on the bank and the target face opposite to the side of the bank, the lower prism faces the total station on the bank, and the upper prism faces the own total station. In actual production, only two persons are needed to perform the triangulated engineering river-crossing leveling measurement, four to six persons are needed to be matched in the conventional triangulated elevation river-crossing leveling measurement, and the device and the method avoid frequent rotation of the prism in the measurement process in the triangulated engineering river-crossing leveling measurement, improve the accuracy of measurement data and greatly improve the working efficiency.

Claims

1. The auxiliary device for measuring the accurate triangular elevation river-crossing level of the total station is characterized by comprising a measurement tripod (1), a measurement bracket (2), a second prism base (3), a second prism (4), a second target (5) and a second bolt (6);

The measuring tripod (1) is vertically arranged above a to-be-measured point, the measuring bracket (2) is arranged above the measuring tripod (1) and is connected with the measuring tripod (1) through a second bolt (6), the second prism base (3) is arranged above a steel plate at the lower side of the measuring bracket (2) and is connected with the measuring tripod (1), the second prism (4) is fixed on the second prism base (3), and the second target (5) is sleeved on the second prism (4) and has an automatic angle rotation function;

The accurate triangular elevation river-crossing leveling auxiliary device of the total station further comprises a first bolt (7), a first prism base (8), a first prism (9) and a first target (10), wherein the first prism base (8) is arranged above a steel plate on the upper side of the measuring support (2) and is connected through the first bolt (7), the first prism (9) is fixed on the first prism base (8), and the first target (10) is sleeved on the first prism (9) and has an automatic angle rotation function.

2. The auxiliary device for measuring the accurate triangular elevation river-crossing level of the total station according to claim 1 is characterized in that threaded holes on the upper side and the lower side of the measuring bracket (2) are formed in the same plumb line and are positioned in the center of a steel plate.

3. The total station precise triangular elevation river-crossing leveling auxiliary device according to claim 1, wherein the measuring support (2) is of a hollow cuboid structure.

4. The auxiliary device for measuring the accurate triangular elevation river-crossing level of the total station according to claim 3, wherein the measuring bracket (2) is made of steel plates with the thickness of 2-3 mm.

5. The auxiliary device for measuring the accurate triangular elevation river-crossing level of the total station according to claim 4, wherein the length, width and height of the measuring support (2) are in the range of 0.45-0.5m, and the measuring support (2) is a thin steel tube.