CN105758390A - Novel total station - Google Patents

Abstract

A new type of total station, which has a base, a horizontal rotary platform, a bracket and a vertical axis. The bracket is equipped with a horizontal main horizontal axis that can rotate around its own axis. device; a shaft frame is provided on the main horizontal axis, and a secondary shaft that can rotate around its own axis is provided on the shaft frame; a No. 1 auxiliary observation device is fixed on the auxiliary shaft; the No. 1 main observation line and the No. 1 auxiliary observation The line is in the same plane; a horizontal dial is installed between the vertical axis and the horizontal rotary platform, the main dial is installed between the main horizontal axis and the corresponding part of the bracket, and the auxiliary dial is installed between the auxiliary shaft and the corresponding part of the shaft frame. The invention has relatively simple structure, accurate measurement, and convenient operation. The ranging process of the invention has nothing to do with the speed of light, and the adverse effects of the external environment on the electronic system are greatly reduced. When measuring, there is no need to measure atmospheric conditions such as temperature, air pressure, and humidity. It is necessary to carry out meteorological correction on the instrument before the measurement, so that the electronic system of the total station can be simplified.

Description

New total station

technical field

The present invention relates to total stations.

Background technique

Distance measurement is one of the most basic measurement items. The total station is a widely used surveying and mapping instrument. The total station can simultaneously measure the distance and angle of a target point at the station, and obtain three basic data of distance, horizontal angle and vertical angle. The overall structure of the total station is divided into two parts: the base and the sighting part. The telescope in the collimating department can rotate 3600 degrees in the horizontal plane and vertical plane, which is convenient for aiming at the target. The base is used to level the instrument and connect to a tripod. The most common cooperative target of the total station is a prism. Among them, the triangular prism is generally connected and installed by the base and the tripod, and the single prism is usually installed with a centering rod and a bracket. For details, see "Total Station Measurement Technology", edited by Li Zeqiu, Wuhan University of Technology Press, July 2012, section 2.1, p14-p15.

When measuring, at the station point, the total station is centered and leveled, and at the target point, the prism is centered and leveled. When the telescope is aimed at the target, the horizontal dial and vertical dial of the total station give the horizontal angle and vertical angle of the target point relative to the station point respectively. Edited by Li Zeqiu, "Total Station Measurement Technology" published by Wuhan University of Technology Press in July 2012, Section 1.2, p7-p9, introduces three types of scales: encoding scale, grating scale, and dynamic scale.

The total station has a built-in infrared generator and receiver in the telescope, which can emit infrared light coaxial with the optical axis of the telescope. If there is a total station with prism-free measurement function, there is also a built-in laser in the telescope, which can emit a visible red laser that is coaxial with the optical axis of the telescope. The measured distance can be obtained by measuring the round-trip time of the light wave on the measured distance. See He Baoxi editor-in-chief, "Total Station Measurement Technology" published by Yellow River Water Conservancy Publishing House in August 2005, p23 and p27.

Edited by He Baoxi, Chapter 2, Section 2 of "Total Station Measurement Technology" published by Yellow River Water Conservancy Publishing House in August 2005, introduces the current ranging principles of total stations, mainly pulse method and phase method. Corresponding complex electronic systems. Pulse distance measurement, directly measure the time for the pulse sent by the total station to go back and forth to the measured distance. According to Ye Xiaoming and Ling Mo, "Principle Errors of Total Stations" published by Wuhan University Press in March 2004, p8, even if there is a tiny error in the clock frequency used for timing, it will lead to a large measurement error. For example, if the clock frequency is 100MHz, even if there is a frequency error of ±1Hz, the ranging error will reach ±1.5m. Therefore, the measurement accuracy of the pulse method is low, and it is mainly used for remote low-precision measurement. The principle of the phase method is to indirectly measure the propagation time by measuring the phase change of the continuous modulation signal going back and forth over the distance to be measured, so as to obtain the propagation distance. Phase method distance measurement involves complex control and calculation, such as ruler conversion and control, optical path conversion control, automatic dimming control, phase measurement rhythm (sequence control), phase distance conversion, coarse and fine ruler distance connection calculation, etc. (see Ye Xiaoming and Ling Mo, "Principle Error of Total Station" published by Wuhan University Press in March 2004, p15). The measurement electronics are far more complex than the pulse method. This can lead to many problems. Written by Ye Xiaoming and Ling Mo, Chapter 3 of "Principle Errors of Total Stations" published by Wuhan University Press in March 2004 analyzed, for example, the periodic error caused by the same-frequency photoelectric interference signal in the circuit, the internal quartz crystal oscillator Errors due to temperature effects. Editor-in-chief Li Guangyun and Li Zongchun, "Industrial Measurement System Principles and Applications" p134 published by Surveying and Mapping Press in January 2011 also mentioned the ranging error problem caused by the inconsistency between the actual ranging frequency and the design frequency.

There is a problem that is crucial to the ranging accuracy. Regardless of pulse ranging or phase ranging, the ranging accuracy depends on the accurate measurement of the speed of light in the atmosphere. In the actual measurement process, the speed of light is affected by atmospheric temperature, humidity, air pressure, etc. It is necessary to measure these meteorological parameters in advance and make relevant meteorological corrections. According to "Total Station Measurement Technology" p22 edited by Li Zeqiu and published by Wuhan University of Technology Press in July 2012, the meteorological correction of the total station is also related to the wavelength of the ranging light wave used by the total station.

Contents of the invention

The purpose of the present invention is to propose a novel total station with accurate measurement and convenient operation.

In order to achieve the above object, the present invention adopts one of the technical solutions as follows: the present invention has a base, a horizontal revolving platform, a bracket and a vertical shaft, the bracket is fixed on the horizontal revolving platform, the vertical shaft is fixedly connected to the base, and the horizontal revolving platform is at the base Rotate on the seat and around the axis of the vertical axis. A horizontal dial 3 is installed between the vertical axis 9 and the horizontal rotary platform 2. The bracket is provided with a horizontal main horizontal axis that can rotate around its own axis. The axis line of the horizontal axis intersects with the axis line of the vertical axis to form a main intersection point. There is a No. 1 main observation device fixed on the main horizontal axis. The No. 1 main observation device is a telescope, and its collimation axis is called No. 1 main observation device. line, the No. 1 subjective observation line passes through the main intersection point and is perpendicular to the axis of the main horizontal axis. There is a shaft frame on the main horizontal axis. The axis line of the axis is perpendicular to the No. 1 main observation line, and perpendicularly intersects with the axis line of the main horizontal axis to form a secondary intersection point. A No. 1 auxiliary observation device is fixed on the auxiliary axis, and the No. 1 auxiliary observation device is a telescope. Its collimation axis is called the No. 1 auxiliary observation line. The No. 1 auxiliary observation line passes through the auxiliary intersection point and is perpendicular to the axis center line of the auxiliary axis. The No. 1 main observation line and the No. 1 auxiliary observation line are in the same plane; The main dial is installed between the corresponding parts of the bracket, and the auxiliary dial is installed between the auxiliary shaft and the corresponding parts of the shaft frame; the rotation of the above-mentioned horizontal rotary platform, the main horizontal axis and the auxiliary shaft are all manual.

In order to achieve the above object, the present invention adopts the second technical solution as follows: the present invention has a base, a horizontal revolving platform, a bracket and a vertical shaft, the bracket is fixed on the horizontal revolving platform, the vertical shaft is fixedly connected to the base, and the horizontal revolving platform is at the base Rotate on the seat and around the axis of the vertical axis. A horizontal dial 3 is installed between the vertical axis 9 and the horizontal rotary platform 2. The bracket is provided with a horizontal main horizontal axis that can rotate around its own axis. The axis line of the horizontal axis intersects with the axis line of the vertical axis to form the main point of intersection. The No. 2 main observation device is fixed on the main horizontal axis. The No. 2 main observation device is a telescope, and its collimation axis is called the No. 2 main observation device. Observation line, the No. 2 main observation line passes through the main intersection point and is perpendicular to the axis line of the main horizontal axis. There is a shaft frame on the main horizontal axis. The axis line of the axis is perpendicular to the No. 2 main observation line, and intersects perpendicularly with the axis line of the main horizontal axis to form a secondary intersection point. The No. 2 auxiliary observation device is fixed on the auxiliary axis, and the No. 2 auxiliary observation device is a For telescopes with built-in CCD digital cameras, the collimation axis is called the No. 2 secondary observation line. The No. 2 sub-observation line passes through the sub-intersection and is perpendicular to the axis of the sub-axis. The No. 2 main observation line and the No. 2 sub-observation line are at the same plane; the main dial is installed between the main horizontal axis and the corresponding part of the bracket, and the auxiliary dial is installed between the auxiliary shaft and the corresponding part of the shaft frame; the rotation of the above-mentioned horizontal rotary platform and the main horizontal axis is manual, and the rotation of the auxiliary shaft is electric.

In order to achieve the above object, the present invention adopts the third technical solution as follows: the present invention has a base, a horizontal rotary platform, a bracket and a vertical shaft, the bracket is fixed on the horizontal rotary platform, the vertical shaft is fixedly connected to the base, and the horizontal rotary platform is at the base. Rotate on the seat and around the axis of the vertical axis. A horizontal dial 3 is installed between the vertical axis 9 and the horizontal rotary platform 2. The bracket is provided with a horizontal main horizontal axis that can rotate around its own axis. The axis line of the horizontal axis intersects with the axis line of the vertical axis to form the main intersection point. No. 3 main observation device is fixed on the main horizontal axis. The No. 3 main observation device is a telescope with a built-in CCD digital camera, and its collimation axis is called It is the No. 3 main observation line. The No. 3 main observation line passes through the main intersection point and is perpendicular to the axis line of the main horizontal axis. There is a shaft frame on the main horizontal axis. Sub-axis, the axis line of the sub-axis is perpendicular to the No. 3 main observation line, and perpendicularly intersects with the axis center line of the main horizontal axis to form a sub-intersection point. The No. 3 sub-observation device is fixed on the sub-axis. The No. 3 sub-observation device The device is a telescope with a built-in CCD digital camera, and its collimation axis is called the No. 3 auxiliary observation line. The No. 3 auxiliary observation line passes through the auxiliary intersection point and is perpendicular to the axis line of the auxiliary axis. Lines are in the same plane; the main dial is installed between the main horizontal axis and the corresponding part of the bracket, and the auxiliary dial is installed between the auxiliary shaft and the corresponding part of the shaft frame; the rotation of the above-mentioned horizontal rotary platform, the main horizontal axis and the auxiliary shaft is electric.

In order to achieve the above object, the present invention adopts the fourth technical solution as follows: the present invention has a base, a horizontal rotary platform, a bracket and a vertical shaft, the bracket is fixed on the horizontal rotary platform, the vertical shaft is fixedly connected to the base, and the horizontal rotary platform is at the base. Rotate on the seat and around the axis of the vertical axis. A horizontal dial 3 is installed between the vertical axis 9 and the horizontal rotary platform 2. The bracket is provided with a horizontal main horizontal axis that can rotate around its own axis. The axis line of the horizontal axis intersects with the axis line of the vertical axis to form the main intersection point. On the main horizontal axis, No. 4 main observation device is fixed. The No. 4 main observation device is a laser, and its optical axis is called No. 4 main observation device. line, the No. 4 subjective observation line passes through the main intersection point and is perpendicular to the axis line of the main horizontal axis. There is a shaft frame on the main horizontal axis. The axis of the axis is perpendicular to the No. 4 main observation line, and perpendicularly intersects with the axis of the main horizontal axis to form a sub-intersection point. The No. 4 sub-observation device is fixed on the sub-axis, and the No. 4 sub-observation device is a laser , its optical axis is called the No. 4 sub-observation line, the No. 4 sub-observation line passes through the sub-intersection point and is perpendicular to the axis center line of the sub-axis, the No. 4 main observation line and the No. 4 sub-observation line are in the same plane; The main dial is installed between the corresponding parts of the bracket, and the auxiliary dial is installed between the auxiliary shaft and the corresponding parts of the shaft frame; the rotation of the above-mentioned horizontal rotary platform, the main horizontal axis and the auxiliary shaft are all manual.

In order to achieve the above object, the fifth technical solution adopted by the present invention is as follows: the present invention has a base, a horizontal rotary platform, a bracket and a vertical shaft, the bracket is fixed on the horizontal rotary platform, the vertical shaft is fixedly connected to the base, and the horizontal rotary platform is at the base. Rotate on the seat and around the axis of the vertical axis. A horizontal dial 3 is installed between the vertical axis 9 and the horizontal rotary platform 2. The bracket is provided with a horizontal main horizontal axis that can rotate around its own axis. The axis line of the horizontal axis intersects with the axis line of the vertical axis to form the main intersection point. On the main horizontal axis, No. 5 subjective observation device is fixed. The No. 5 main observation device is a laser, and its optical axis is called the No. 5 subjective observation device. line, the No. 5 subjective observation line passes through the main intersection point and is perpendicular to the axis line of the main horizontal axis. There is a shaft frame on the main horizontal axis. The axis line of the axis is perpendicular to the No. 5 main observation line, and perpendicularly intersects with the axis center line of the main horizontal axis to form a secondary intersection point. The No. 5 auxiliary observation device is fixed on the auxiliary axis, and the No. 5 auxiliary observation device is a laser. , its optical axis is called the No. 5 sub-observation line, the No. 5 sub-observation line passes through the sub-intersection and is perpendicular to the axis center line of the sub-axis, and the No. 5 main observation line and No. 5 sub-observation line are in the same plane; The main dial is installed between the corresponding parts of the bracket, and the auxiliary dial is installed between the auxiliary shaft and the corresponding parts of the shaft frame; the rotation of the above-mentioned horizontal rotary platform and the main horizontal axis is manual, and the rotation of the auxiliary shaft is electric.

In order to achieve the above object, the present invention adopts the sixth technical solution as follows: the present invention has a base, a horizontal rotary platform, a bracket and a vertical shaft, the bracket is fixed on the horizontal rotary platform, the vertical shaft is fixedly connected to the base, and the horizontal rotary platform is at the base. Rotate on the seat and around the axis of the vertical axis. A horizontal dial 3 is installed between the vertical axis 9 and the horizontal rotary platform 2. The bracket is provided with a horizontal main horizontal axis that can rotate around its own axis. The axis line of the horizontal axis intersects with the axis line of the vertical axis to form the main intersection point. On the main horizontal axis, No. 6 main observation device is fixed. The No. 6 main observation device is a laser, and its optical axis is called No. 6 main observation device. line, the No. 6 subjective observation line passes through the main intersection point and is perpendicular to the axis line of the main horizontal axis. There is a shaft frame on the main horizontal axis. The axis of the axis is perpendicular to the No. 6 main observation line, and perpendicularly intersects with the axis of the main horizontal axis to form a secondary intersection point. The No. 6 auxiliary observation device is fixed on the auxiliary axis, and the No. 6 auxiliary observation device is a laser , its optical axis is called the No. 6 auxiliary observation line. The No. 6 auxiliary observation line passes through the auxiliary intersection point and is perpendicular to the axis center line of the auxiliary axis. The No. 6 main observation line and the No. 6 auxiliary observation line are in the same plane; The main dial is installed between the corresponding parts of the bracket, and the auxiliary dial is installed between the auxiliary shaft and the corresponding parts of the shaft frame; the rotation of the above-mentioned horizontal rotary platform, the main horizontal shaft and the auxiliary shaft are all electric.

In order to achieve the above object, the present invention adopts the seventh technical solution as follows: the present invention has a base, a horizontal rotary platform, a bracket and a vertical shaft, the bracket is fixed on the horizontal rotary platform, the vertical shaft is fixedly connected to the base, and the horizontal rotary platform is at the base. Rotate on the seat and around the axis of the vertical axis. A horizontal dial 3 is installed between the vertical axis 9 and the horizontal rotary platform 2. The bracket is provided with a horizontal main horizontal axis that can rotate around its own axis. The axis line of the horizontal axis intersects with the axis line of the vertical axis to form the main intersection point. The No. 7 main observation device is fixed on the main horizontal axis. The No. 7 main observation device is a telescope, and its collimation axis is called the No. 7 main observation device. Observation line, the No. 7 main observation line passes through the main intersection point and is perpendicular to the axis line of the main horizontal axis. There is a shaft frame on the main horizontal axis. The axis line of the axis is perpendicular to the No. 7 main observation line, and perpendicularly intersects with the axis line of the main horizontal axis to form a secondary intersection point. The No. 7 auxiliary observation device is fixed on the auxiliary axis, and the No. 7 auxiliary observation device is a The optical axis of the laser is called the No. 7 sub-observation line. The No. 7 sub-observation line passes through the sub-intersection and is perpendicular to the axis of the sub-axis. The No. 7 main observation line and the No. 7 sub-observation line are in the same plane; The main dial is installed between the corresponding parts of the bracket, and the auxiliary dial is installed between the auxiliary shaft and the corresponding parts of the shaft frame; the above-mentioned horizontal rotary platform, the rotation of the main horizontal axis and the rotation of the auxiliary shaft are all manual.

In order to achieve the above-mentioned purpose, the eighth technical solution adopted by the present invention is as follows: the present invention has a base, a horizontal rotary platform, a bracket and a vertical shaft, the bracket is fixed on the horizontal rotary platform, the vertical shaft is fixedly connected to the base, and the horizontal rotary platform is at the base. Rotate on the seat and around the axis of the vertical axis. A horizontal dial 3 is installed between the vertical axis 9 and the horizontal rotary platform 2. The bracket is provided with a horizontal main horizontal axis that can rotate around its own axis. The axis line of the horizontal axis intersects with the axis line of the vertical axis to form the main point of intersection. The No. 8 main observation device is fixed on the main horizontal axis. The No. 8 main observation device is a telescope with a built-in CCD digital camera, and its collimation axis It is called the No. 8 subjective observation line. The No. 8 subjective observation line passes through the main intersection point and is perpendicular to the axis line of the main horizontal axis. There is a shaft frame on the main horizontal axis. The auxiliary axis of the auxiliary axis, the axis line of the auxiliary axis is perpendicular to the No. 8 main observation line, and perpendicularly intersects with the axis center line of the main horizontal axis to form an auxiliary intersection point. The No. 8 auxiliary observation device is fixed on the auxiliary axis. The auxiliary observation device is a laser, and its optical axis is called the No. 8 auxiliary observation line. The No. 8 auxiliary observation line passes through the auxiliary intersection point and is perpendicular to the axis of the auxiliary axis. The No. 8 main observation line and the No. 8 auxiliary observation line are on the same plane ; The main dial is installed between the main horizontal axis and the corresponding part of the support, and the auxiliary dial is installed between the auxiliary shaft and the corresponding part of the shaft frame; the rotation of the above-mentioned horizontal rotary platform, the main horizontal axis and the auxiliary shaft are all manual.

In order to achieve the above object, the present invention adopts nine technical solutions as follows: the present invention has a base, a horizontal revolving platform, a bracket and a vertical shaft, the bracket is fixed on the horizontal revolving platform, the vertical shaft is fixedly connected to the base, and the horizontal revolving platform is at the base Rotate on the seat and around the axis of the vertical axis. A horizontal dial 3 is installed between the vertical axis 9 and the horizontal rotary platform 2. The bracket is provided with a horizontal main horizontal axis that can rotate around its own axis. The axis line of the horizontal axis intersects with the axis line of the vertical axis to form the main intersection point. The No. 9 main observation device is fixed on the main horizontal axis. The No. 9 main observation device is a telescope with a built-in CCD digital camera, and its collimation axis It is called the No. 9 subjective observation line. The No. 9 subjective observation line passes through the main intersection point and is perpendicular to the axis line of the main horizontal axis. There is a shaft frame on the main horizontal axis. The secondary axis of the secondary axis, the axis of the secondary axis is perpendicular to the No. 9 main observation line, and perpendicularly intersects with the axis of the main horizontal axis to form a secondary intersection point. The No. 9 secondary observation device is fixed on the secondary axis, and the No. 9 The auxiliary observation device is a laser, and its optical axis is called the No. 9 auxiliary observation line. The No. 9 auxiliary observation line passes through the auxiliary intersection point and is perpendicular to the axis of the auxiliary axis. The No. 9 main observation line and the No. 9 auxiliary observation line are on the same plane ;The main dial is installed between the main horizontal axis and the corresponding part of the bracket, and the auxiliary dial is installed between the auxiliary shaft and the corresponding part of the shaft frame; the rotation of the above-mentioned horizontal rotary platform and the main horizontal axis is manual, and the rotation of the auxiliary shaft is electric. .

In order to achieve the above-mentioned purpose, the tenth technical solution adopted by the present invention is as follows: the present invention has a base, a horizontal rotary platform, a bracket and a vertical shaft, the bracket is fixed on the horizontal rotary platform, the vertical shaft is fixedly connected to the base, and the horizontal rotary platform is at the base. Rotate on the seat and around the axis of the vertical axis. A horizontal dial 3 is installed between the vertical axis 9 and the horizontal rotary platform 2. The bracket is provided with a horizontal main horizontal axis that can rotate around its own axis. The axis line of the horizontal axis intersects with the axis line of the vertical axis to form the main intersection point. The No. 10 main observation device is fixed on the main horizontal axis. The No. 10 main observation device is a telescope with a built-in optical axis laser, and its collimation axis It is called the No. 10 subjective observation line. The No. 10 subjective observation line passes through the main intersection point and is perpendicular to the axis line of the main horizontal axis. There is a shaft frame on the main horizontal axis. The auxiliary axis of the auxiliary axis, the axis line of the auxiliary axis is perpendicular to the No. 10 main observation line, and perpendicularly intersects with the axis center line of the main horizontal axis to form an auxiliary intersection point. The No. 10 auxiliary observation device is fixed on the auxiliary axis. The auxiliary observation device is a telescope, and its collimation axis is called the No. 10 auxiliary observation line. The No. 10 auxiliary observation line passes through the auxiliary intersection point and is perpendicular to the axis of the auxiliary axis. The No. 10 main observation line and the No. 10 auxiliary observation line are at the same plane; the main dial is installed between the main horizontal axis and the corresponding part of the bracket, and the auxiliary dial is installed between the auxiliary shaft and the corresponding part of the shaft frame; the rotation of the above-mentioned horizontal rotary platform, the main horizontal axis and the auxiliary shaft are manual.

In order to achieve the above object, the present invention adopts the eleventh technical solution as follows: the present invention has a base, a horizontal revolving platform, a bracket and a vertical shaft, the bracket is fixed on the horizontal revolving platform, the vertical shaft is fixedly connected to the base, and the horizontal revolving platform is in the Rotate on the base and around the axis of the vertical axis. A horizontal dial 3 is installed between the vertical axis 9 and the horizontal rotary platform 2. The bracket is provided with a horizontal main horizontal axis that can rotate around its own axis. The axis line of the main horizontal axis intersects with the axis line of the vertical axis to form the main point of intersection. The No. 11 main observation device is fixed on the main horizontal axis. The No. 11 main observation device is a telescope with a built-in coaxial laser. The collimation axis is called the No. 11 subjective observation line. The No. 11 main observation line passes through the main intersection point and is perpendicular to the axis center line of the main horizontal axis. A secondary shaft whose axis rotates. The axis of the secondary axis is perpendicular to the No. 11 subjective observation line, and intersects perpendicularly with the axis of the main horizontal axis to form a secondary intersection point. Sub-observation device No. 11 is a telescope with a built-in CCD digital camera, and its collimation axis is called No. 11 sub-observation line. No. 11 sub-observation line passes through the sub-intersection and is perpendicular to the axis of the sub-axis line, No. 11 main observation line and No. 11 auxiliary observation line are in the same plane; the main dial is installed between the main horizontal axis and the corresponding part of the bracket, and the auxiliary dial is installed between the auxiliary shaft and the corresponding part of the shaft frame; the above The rotation of the horizontal rotary platform, the main cross axis and the auxiliary axis are all manual.

In order to achieve the above object, the present invention adopts the twelve technical solutions as follows: the present invention has a base, a horizontal revolving platform, a bracket and a vertical shaft, the bracket is fixed on the horizontal revolving platform, the vertical shaft is fixedly connected to the base, and the horizontal revolving platform is in the Rotate on the base and around the axis of the vertical axis. A horizontal dial 3 is installed between the vertical axis 9 and the horizontal rotary platform 2. The bracket is provided with a horizontal main horizontal axis that can rotate around its own axis. The axis line of the main horizontal axis intersects with the axis line of the vertical axis to form the main intersection point. On the main horizontal axis, No. 12 main observation device is fixed. The No. 12 main observation device is a telescope with a built-in coaxial laser. The collimation axis is called the No. 12 subjective observation line. The No. 12 subjective observation line passes through the main intersection point and is perpendicular to the axis center line of the main horizontal axis. There is a shaft frame on the main horizontal axis. A secondary shaft whose axis rotates. The axis of the secondary axis is perpendicular to the No. 12 subjective observation line, and perpendicularly intersects with the axis of the main horizontal axis to form a secondary intersection point. There are twelve No. 12 sub-observation device, No. 12 sub-observation device is a telescope with a built-in CCD digital camera, and its collimation axis is called No. 12 sub-observation line. line, No. 12 main observation line and No. 12 auxiliary observation line are in the same plane; the main dial is installed between the main horizontal axis and the corresponding part of the bracket, and the auxiliary dial is installed between the auxiliary shaft and the corresponding part of the shaft frame; the above The rotation of the horizontal rotary platform and the main horizontal axis is manual, and the rotation of the auxiliary axis is electric.

In order to achieve the above object, the present invention adopts the thirteenth technical solution as follows: the present invention has a base, a horizontal rotary platform, a bracket and a vertical shaft, the bracket is fixed on the horizontal rotary platform, the vertical shaft is fixedly connected with the base, and the horizontal rotary platform is in the Rotate on the base and around the axis of the vertical axis. A horizontal dial 3 is installed between the vertical axis 9 and the horizontal rotary platform 2. The bracket is provided with a horizontal main horizontal axis that can rotate around its own axis. The axis line of the main horizontal axis intersects with the axis line of the vertical axis to form the main point of intersection. The No. 13 main observation device is fixed on the main horizontal axis. The No. 13 main observation device is a telescope with a built-in coaxial laser. The collimation axis is called the No. 13 subjective observation line. The No. 13 main observation line passes through the main intersection point and is perpendicular to the axis center line of the main transverse axis. A secondary shaft whose axis rotates. The axis of the secondary axis is perpendicular to the No. 13 subjective observation line, and intersects perpendicularly with the axis of the main horizontal axis to form a secondary intersection. There are 13 fixed on the secondary axis No. 13 sub-observation device, No. 13 sub-observation device is a laser, its optical axis is called No. 13 sub-observation line, No. 13 sub-observation line passes through the sub-intersection and is perpendicular to the axis The observation line and the No. 13 auxiliary observation line are in the same plane; install a CCD digital camera on the bracket; install the main dial between the main horizontal axis and the corresponding part of the bracket, and install the auxiliary dial between the auxiliary shaft and the corresponding part of the shaft frame ; The rotation of the above-mentioned horizontal rotary platform, the main horizontal axis and the auxiliary axis are all manual.

In order to achieve the above object, the present invention adopts the fourteenth technical solution as follows: the present invention has a base, a horizontal rotary platform, a bracket and a vertical shaft, the bracket is fixed on the horizontal rotary platform, the vertical shaft is fixedly connected to the base, and the horizontal rotary platform is in the Rotate on the base and around the axis of the vertical axis. A horizontal dial 3 is installed between the vertical axis 9 and the horizontal rotary platform 2. The bracket is provided with a horizontal main horizontal axis that can rotate around its own axis. The axis line of the main horizontal axis intersects with the axis line of the vertical axis to form the main point of intersection. The main observation device No. 14 is fixed on the main horizontal axis. The No. 14 main observation device is a telescope with a built-in coaxial laser. The collimation axis is called the No. 14 subjective observation line. The No. 14 subjective observation line passes through the main intersection point and is perpendicular to the axis center line of the main horizontal axis. A secondary axis whose axis rotates, the axis of the secondary axis is perpendicular to the No. 14 subjective observation line, and perpendicularly intersects with the axis of the main horizontal axis to form a secondary intersection point. Fourteen is fixed on the secondary axis. The No. 14 sub-observation device is a laser, and its optical axis is called the No. 14 sub-observation line. The No. 14 sub-observation line passes through the sub-intersection and is perpendicular to the axis of the sub-axis. The observation line and the No. 14 auxiliary observation line are in the same plane; install a CCD digital camera on the bracket; install the main dial between the main horizontal axis and the corresponding part of the bracket, and install the auxiliary dial between the auxiliary shaft and the corresponding part of the shaft frame ; The rotation of the above-mentioned horizontal rotary platform and the main horizontal axis is manual, and the rotation of the auxiliary shaft is electric.

The present invention has the following positive effects: the present invention has a relatively simple structure, adopts a telescope, a built-in CCD digital camera telescope, a coaxial laser telescope or a laser as a measuring element, has accurate measurement, is easy to operate, and greatly reduces adverse effects of the external environment on the electronic system. Existing pulse method and phase method measure the distance according to the speed of light and round-trip time, while the speed of light in the atmosphere will be affected by temperature, air pressure and humidity. The distance measuring process of the present invention has nothing to do with the speed of light. Measuring atmospheric conditions such as temperature, air pressure, humidity, etc., it is no longer necessary to perform meteorological correction on the instrument before measurement, which simplifies the electronic system of the total station. When the present invention is applied, the cooperative target can replace the prism with high manufacturing requirements with a simple plane mirror. As a detection instrument, the verification of the photoelectric ranging system of the total station is simplified.

Description of drawings

FIG. 1 is a schematic front view of Embodiment 1.

FIG. 2 is a schematic side view of Embodiment 1.

FIG. 3 is a schematic diagram of angle measurement in Embodiment 1. FIG.

FIG. 4 is a schematic front view of Embodiment 2.

FIG. 5 is a schematic side view of Embodiment 2.

FIG. 6 is a schematic diagram of angle measurement in Embodiment 2. FIG.

FIG. 7 is a schematic front view of Embodiment 3. FIG.

Fig. 8 is a schematic side view of Embodiment 3.

FIG. 9 is a schematic diagram of angle measurement in Embodiment 3. FIG.

Fig. 10 is a schematic front view of Embodiment 4.

Fig. 11 is a schematic side view of Embodiment 4.

Fig. 12 is a schematic diagram of angle measurement in Embodiment 4.

Fig. 13 is a schematic front view of Embodiment 5.

Fig. 14 is a schematic side view of Embodiment 5.

Fig. 15 is a schematic diagram of angle measurement in Embodiment 5.

Fig. 16 is a schematic front view of Embodiment 6.

Fig. 17 is a schematic side view of Embodiment 6.

Fig. 18 is a schematic diagram of angle measurement in Embodiment 6.

Fig. 19 is a schematic front view of Embodiment 7.

Fig. 20 is a schematic side view of Embodiment 7.

Fig. 21 is a schematic diagram of angle measurement in Embodiment 7.

Fig. 22 is a schematic front view of Embodiment 8.

Fig. 23 is a schematic side view of Embodiment 8.

Fig. 24 is a schematic diagram of angle measurement in Embodiment 8.

Fig. 25 is a schematic front view of Embodiment 9.

Fig. 26 is a schematic side view of Embodiment 9.

Fig. 27 is a schematic diagram of angle measurement in Embodiment 9.

Fig. 28 is a schematic front view of Embodiment 10.

Fig. 29 is a schematic side view of Embodiment 10.

Fig. 30 is a schematic diagram of angle measurement in Embodiment 10.

Fig. 31 is a schematic front view of Embodiment 11.

Fig. 32 is a schematic side view of Embodiment 11.

Fig. 33 is a schematic diagram of angle measurement in Embodiment 11.

Fig. 34 is a schematic front view of Embodiment 12.

Fig. 35 is a schematic side view of Embodiment 12.

Fig. 36 is a schematic diagram of angle measurement in Embodiment 12.

Fig. 37 is a schematic front view of Embodiment 13.

Fig. 38 is a schematic side view of Embodiment 13.

Fig. 39 is a schematic diagram of angle measurement in Embodiment 13.

Fig. 40 is a schematic front view of Embodiment 14.

Fig. 41 is a schematic side view of Embodiment 14.

Fig. 42 is a schematic diagram of angle measurement in Embodiment 14.

detailed description

Example 1

See Figures 1 to 3, Embodiment 1 has a base 1, a horizontal rotary platform 2, a bracket 4 and a vertical shaft 9, the bracket 4 is fixed on the horizontal rotary platform 2, the vertical shaft 9 is fixedly connected to the base 1, and the horizontal rotary platform 2 On the base 1 and rotate around the axis 9a of the vertical shaft 9, a horizontal dial 3 is installed between the vertical shaft 9 and the horizontal rotary platform 2, and a horizontal dial is installed between the vertical shaft 9 and the horizontal rotary platform 2 3. The bracket 4 is provided with a main horizontal axis 5 that is horizontal and can rotate around its own axis; the axis 5a of the main horizontal axis 5 intersects the axis 9a of the vertical axis 9 to form a main intersection point; A No. 1 main observation device 6-1 is fixed on the horizontal axis 5, and the No. 1 main observation device 6-1 is a telescope, and its collimation axis is called the No. 1 main observation line 6-1a; the No. 1 main observation line 6-1a passes through The main intersection point is perpendicular to the axis 5a of the main horizontal axis 5; the main horizontal axis 5 is provided with a pedestal 10, and the pedestal 10 is provided with a secondary shaft 8 that can rotate around its own axis; the secondary shaft 8 The axis line 8a is perpendicular to the No. 1 main observation line 6-1a, and perpendicularly intersects with the axis line 5a of the main horizontal axis 5 to form a secondary intersection point; a No. 1 auxiliary observation device 7-1 is fixed on the secondary axis 8, The No. 1 auxiliary observation device 7-1 is a telescope, and its collimating axis is called the No. 1 auxiliary observation line 7-1a; the No. 1 auxiliary observation line 7-1a passes through the auxiliary intersection point and is perpendicular to the axis 8a of the auxiliary axis 8; No. 1 main observation line 6-1a and No. 1 sub-observation line 7-1a are in the same plane; main dial 11 is installed between the main horizontal axis 5 and the corresponding part of bracket 4, and between the auxiliary shaft 8 and the corresponding part of the shaft frame 10 The auxiliary dial 12 is installed between them; the rotation of the above-mentioned horizontal rotary platform 2, the main horizontal axis 5 and the auxiliary axis 8 is manual.

The horizontal dial 3 is used to measure the rotation angle of the horizontal rotary platform 2 . The main dial 11 is used to measure the angle between the No. 1 principal observation line 6-1a and the axis 9a of the vertical axis 9, that is, the vertical angle α. The auxiliary dial 12 is used to measure the angle between the No. 1 auxiliary observation line 7 - 1 a and the axis 5 a of the main horizontal axis 5 , that is, the swing angle β.

Under the action of the horizontal rotary platform 2, the No. 1 main observation device 6-1 and the No. 1 auxiliary observation device 7-1 can rotate horizontally synchronously. The rotation of the main horizontal axis 5 can drive the No. 1 main observation device 6-1 and the No. 1 sub-observation device 7-1 to pitch synchronously, the rotation of the sub-axis 8 drives the No. 1 sub-observation device 7-1 to rotate, and the No. 1 main observation line 6-1a and No. 1 auxiliary observation line 7-1a are in the same plane, and No. 1 auxiliary observation line 7-1a rotates in the above-mentioned plane, so No. 1 main observation line 6-1a and No. 1 auxiliary observation line 7- 1a can meet at a point.

This embodiment also has a power supply part, a data processing part, a communication interface, a display screen, a keyboard and the like.

The method of using the new total station provided in this embodiment is as follows: a tripod is set at the survey site, and the new total station is placed on the tripod for leveling and centering. Set the cooperation target A at the target point. Cooperation target A is a plane mirror, and there is a marked point on the plane mirror. The surveyor operates the No. 1 main observation device 6-1, and manually aims at the marked point of the plane mirror on the cooperation target, so that the marked point is located on the No. 1 main observation line 6-1a. The horizontal dial 3 gives the rotation angle of the horizontal rotary platform 2 . The main dial 11 gives the value of the vertical angle α. Afterwards, the surveyor adjusts the No. 1 auxiliary observation device 7-1, and manually aims at the marked point of the plane mirror on the cooperative target, so that the marked point is located on the No. 1 auxiliary observation line 7-1a. At this time, No. 1 main observation line 6-1a and No. 1 auxiliary observation line 7-1a intersect at the marked point. The auxiliary dial 12 gives the value of the swing angle β, and completes the point measurement.

According to the value of the swing angle β, the known distance h between the main intersection point and the minor intersection point, the value of the distance S between the marked point and the main intersection point is obtained through the data processing part. Combined with the rotation angle of the horizontal rotary platform 2 and the vertical angle α, the coordinates of the marked point relative to the main intersection point can be determined.

Example 2

4 to 6, embodiment 2 has a base 1, a horizontal rotary platform 2, a bracket 4 and a vertical shaft 9, the bracket 4 is fixed on the horizontal rotary platform 2, the vertical shaft 9 is fixedly connected to the base 1, and the horizontal rotary platform 2 On the base 1 and rotate around the axis 9a of the vertical shaft 9, a horizontal dial 3 is installed between the vertical shaft 9 and the horizontal rotary platform 2, and a horizontal dial is installed between the vertical shaft 9 and the horizontal rotary platform 2 3. The bracket 4 is provided with a main horizontal axis 5 that is horizontal and can rotate around its own axis; the axis 5a of the main horizontal axis 5 intersects the axis 9a of the vertical axis 9 to form a main intersection point; The No. 2 main observation device 6-2 is fixed on the horizontal axis 5, and the No. 2 main observation device 6-2 is a telescope, and its collimation axis is called the No. 2 main observation line 6-2a; the No. 2 main observation line 6-2a The axis 5a passing through the main intersection and perpendicular to the main horizontal axis 5; the main horizontal axis 5 is provided with a pedestal 10, and the pedestal 10 is provided with a secondary shaft 8 that can rotate around its own axis; the secondary shaft 8 The axis line 8a of the axis line 8a is perpendicular to the No. 2 main observation line 6-2a, and intersects the axis line 5a of the main horizontal axis 5 perpendicularly to form a secondary intersection point; the No. 2 auxiliary observation device 7-2a is fixed on the secondary axis 8 2. The second secondary observation device 7-2 is a telescope with a built-in CCD digital camera, and its collimation axis is called the second secondary observation line 7-2a; the second secondary observation line 7-2a passes through the secondary intersection point and is perpendicular to the secondary axis The axis 8a of 8; the second main observation line 6-2a and the second auxiliary observation line 7-2a are in the same plane; the main dial 11 is installed between the main horizontal axis 5 and the corresponding part of the bracket 4, and the auxiliary axis 8 The auxiliary dial 12 is installed between the corresponding parts of the pedestal 10; the rotation of the above-mentioned horizontal rotary platform 2 and the main horizontal axis 5 is manual, and the rotation of the auxiliary shaft 8 is driven by a motor, which is either a servo motor or an ultrasonic motor. The rotation of the secondary shaft 8 drives the No. 2 subjective observation device 7-2 to rotate.

The horizontal dial 3 is used to measure the rotation angle of the horizontal rotary platform 2 . The main dial 11 is used to measure the angle between the No. 2 principal viewing line 6-2a and the axis 9a of the vertical axis 9, that is, the vertical angle α. The auxiliary dial 12 is used to measure the angle between the second auxiliary observation line 7 - 2 a and the axis 5 a of the main horizontal axis 5 , that is, the swing angle β.

Under the action of the horizontal rotary platform 2, the No. 2 main observation device 6-2 and the No. 2 auxiliary observation device 7-2 can rotate horizontally synchronously. The rotation of the main horizontal axis 5 can drive the No. 2 main observation device 6-2 and the No. 2 sub-observation device 7-2 to do synchronous pitching, the rotation of the sub-axis 8 makes the No. 2 sub-observation device 7-2 rotate, and the No. 2 main observation line 6-2a and No. 2 auxiliary observation line 7-2a are in the same plane, and No. 2 auxiliary observation line 7-2a rotates in the above-mentioned plane, so No. 2 main observation line 6-2a and No. 2 auxiliary observation line 7-2a can meet at one point.

This embodiment also has a power supply part, a data processing part, a communication interface, a display screen, a keyboard and the like.

The method of using the new total station provided in this embodiment is as follows: set up a tripod at the survey site, place the new total station on the tripod, and perform centering and leveling. Set the cooperation target A at the target point, the cooperation target A is a plane mirror, and there is a marked point on the plane mirror. The surveyor operates the No. 2 main observation device 6-2, and manually aims at the marked point of the plane mirror on the cooperation target, so that the marked point is located on the No. 2 main observation line 6-2a. The horizontal dial 3 gives the rotation angle of the horizontal rotary platform 2 . The main dial 11 gives the value of the vertical angle α. Afterwards, the No. 2 sub-observation device 7-2 is driven by a motor, and under the control of the feedback signal of the built-in CCD digital camera of No. 2 sub-observation device 7-2, it automatically aims at the marked point of the plane mirror on the cooperation target, so that the marked point is located at the No. 1 sub-observation device. on line 7-2a. At this time, the No. 2 main observation line 6-2a and the No. 2 auxiliary observation line 7-2a intersect at the marked point. The auxiliary dial 12 gives the value of the swing angle β, and completes the point measurement.

According to the value of the swing angle β, the known distance h between the main intersection point and the minor intersection point, the value of the distance S between the marked point and the main intersection point is obtained through the data processing part. Combined with the rotation angle of the horizontal rotary platform 2 and the vertical angle α, the coordinates of the marked point relative to the main intersection point can be determined.

Example 3

7 to 9, embodiment 3 has a base 1, a horizontal rotary platform 2, a bracket 4 and a vertical shaft 9, the bracket 4 is fixed on the horizontal rotary platform 2, the vertical shaft 9 is fixedly connected to the base 1, and the horizontal rotary platform 2 On the base 1 and rotate around the axis 9a of the vertical shaft 9, a horizontal dial 3 is installed between the vertical shaft 9 and the horizontal rotary platform 2, and a horizontal dial is installed between the vertical shaft 9 and the horizontal rotary platform 2 3. The bracket 4 is provided with a main horizontal axis 5 that is horizontal and can rotate around its own axis; the axis 5a of the main horizontal axis 5 intersects the axis 9a of the vertical axis 9 to form a main intersection point; The No. 3 main observation device 6-3 is fixed on the horizontal axis 5, and the No. 3 main observation device 6-3 is a telescope with a built-in CCD digital camera, and its collimation axis is called the No. 3 main observation line 6-3a; Line 6-3a passes through the main intersection point and is perpendicular to the axis 5a of the main horizontal axis 5; on the main horizontal axis 5 is provided a pedestal 10, and the pedestal 10 is provided with a secondary shaft 8 that can rotate around its own axis ; The axis line 8a of the secondary axis 8 is vertical to the No. 3 main observation line 6-3a, and intersects the axis line 5a of the main horizontal axis 5 perpendicularly to form an auxiliary intersection point; the No. 3 auxiliary observation line is fixed on the auxiliary axis 8 Device 7-3, No. 3 secondary observation device 7-3 is a telescope with a built-in CCD digital camera, and its collimation axis is called No. 3 secondary observation line 7-3a; No. 3 secondary observation line 7-3a passes through the secondary intersection point and is vertical On the axis 8a of the auxiliary shaft 8; the No. 3 main observation line 6-3a and the No. 3 auxiliary observation line 7-3a are in the same plane; the main dial 11 is installed between the main horizontal axis 5 and the corresponding part of the bracket 4, and the The auxiliary dial 12 is installed between the auxiliary shaft 8 and the corresponding parts of the axle frame 10; the rotation of the above-mentioned horizontal rotary platform 2, the main horizontal axis 5 and the auxiliary shaft 8 is each driven by a motor, and the motor is a servo motor or an ultrasonic motor. The rotation of the main horizontal axis 5 drives the No. 3 main observation device 6-3 to rotate, and the rotation of the secondary shaft 8 drives the No. 3 auxiliary observation device 7-3 to rotate.

The horizontal dial 3 is used to measure the rotation angle of the horizontal rotary platform 2 . The main dial 11 is used to measure the angle between the No. 3 principal viewing line 6-3a and the axis 9a of the vertical axis 9, that is, the vertical angle α. The auxiliary dial 12 is used to measure the angle between the No. 3 auxiliary observation line 7-3a and the axis 5a of the main horizontal axis 5, that is, the swing angle β.

Under the action of the horizontal rotary platform 2, the No. 3 main observation device 6-3 and the No. 3 auxiliary observation device 7-3 can rotate horizontally synchronously. The rotation of the main horizontal axis 5 can drive the No. 3 main observation device 6-3 and the No. 3 sub-observation device 7-3 to do synchronous pitching, the rotation of the sub-axis 8 makes the No. 3 sub-observation device 7-3 rotate, and the No. 3 main observation line 6-3a and No. 3 auxiliary observation line 7-3a are in the same plane, and No. 3 auxiliary observation line 7-3a rotates in the above-mentioned plane, so No. 3 main observation line 6-3a and No. 3 auxiliary observation line 7-3a can meet at one point.

This embodiment also has a power supply part, a data processing part, a communication interface, a display screen, a keyboard and the like.

The method of using the new total station provided in this embodiment is as follows: set up a tripod at the survey site, place the new total station on the tripod, and perform centering and leveling. Set the cooperation target A at the target point. Cooperation target A is a plane mirror, and there is a marked point on the plane mirror. The horizontal rotary platform 2 is driven by its motor, and the main horizontal axis 5 is driven by its motor. Under the control of the feedback signal of the CCD digital camera built in the No. 3 main observation device 6-3, the No. 3 main observation device 6-3 automatically aims at the cooperation target Mark the points on the plane mirror so that the marked points are located on No. 3 subjective observation line 6-3a. The horizontal dial 3 gives the rotation angle of the horizontal rotary platform 2 . The main dial 11 gives the value of the vertical angle α. Afterwards, the auxiliary shaft 8 is driven by its motor, and under the control of the feedback signal of the built-in CCD digital camera of the No. On the secondary observation line 7-3a. At this time, No. 3 main observation line 6-3a and No. 3 auxiliary observation line 7-3a intersect at the marked point. The auxiliary dial 12 gives the value of the swing angle β, and completes the point measurement.

According to the value of the swing angle β, the known distance h between the main intersection point and the minor intersection point, the value of the distance S between the marked point and the main intersection point is obtained through the data processing part. Combined with the rotation angle of the horizontal rotary platform 2 and the vertical angle α, the coordinates of the marked point relative to the main intersection point can be determined.

Example 4

See Figures 10 to 12, Embodiment 4 has a base 1, a horizontal rotary platform 2, a bracket 4 and a vertical shaft 9, the bracket 4 is fixed on the horizontal rotary platform 2, the vertical shaft 9 is fixedly connected to the base 1, and the horizontal rotary platform 2 On the base 1 and rotate around the axis 9a of the vertical shaft 9, a horizontal dial 3 is installed between the vertical shaft 9 and the horizontal rotary platform 2, and a horizontal dial is installed between the vertical shaft 9 and the horizontal rotary platform 2 3. The bracket 4 is provided with a main horizontal axis 5 that is horizontal and can rotate around its own axis; the axis 5a of the main horizontal axis 5 intersects the axis 9a of the vertical axis 9 to form a main intersection point; The No. 4 main observation device 6-4 is fixed on the horizontal axis 5, and the No. 4 main observation device 6-4 is a laser, and its optical axis is called the No. 4 main observation line 6-4a; the No. 4 main observation line 6-4a passes through The main intersection point is perpendicular to the axis 5a of the main horizontal axis 5; the main horizontal axis 5 is provided with a pedestal 10, and the pedestal 10 is provided with a secondary shaft 8 that can rotate around its own axis; the secondary shaft 8 The axis line 8a is perpendicular to the No. 4 main observation line 6-4a, and intersects the axis line 5a of the main horizontal axis 5 perpendicularly to form a secondary intersection point; the No. 4 auxiliary observation device 7-4 is fixed on the secondary axis 8 , the No. 4 auxiliary observation device 7-4 is a laser, and its optical axis is called the No. 4 auxiliary observation line 7-4a; No. 4 main observation line 6-4a and No. 4 auxiliary observation line 7-4a are in the same plane; the main dial 11 is installed between the main horizontal axis 5 and the corresponding part of the bracket 4, and the main dial 11 is installed between the auxiliary shaft 8 and the corresponding part of the shaft frame 10. The auxiliary dial 12 is installed between them; the rotation of the above-mentioned horizontal rotary platform 2, the main horizontal axis 5 and the auxiliary axis 8 is all manual.

The horizontal dial 3 is used to measure the rotation angle of the horizontal rotary platform 2 . The main dial 11 is used to measure the angle between the No. 4 principal viewing line 6-4a and the axis 9a of the vertical axis 9, that is, the vertical angle α. The auxiliary dial 12 is used to measure the angle between the No. 4 auxiliary observation line 7-4a and the axis 5a of the main horizontal axis 5, that is, the swing angle β.

Under the action of the horizontal rotary platform 2, the No. 4 main observation device 6-4 and the No. 4 auxiliary observation device 7-4 can rotate horizontally synchronously. The rotation of the main horizontal axis 5 can drive the No. 4 main observation device 6-4 and the No. 4 sub-observation device 7-4 to perform synchronous pitching, the rotation of the sub-axis 8 makes the No. 4 sub-observation device 7-4 rotate, and the No. 4 main observation line 6-4a and No. 4 auxiliary observation line 7-4a are in the same plane, and No. 4 auxiliary observation line 7-4a rotates in the above-mentioned plane, so No. 4 main observation line 6-4a and No. 4 auxiliary observation line 7-4a can meet at one point.

This embodiment also has a power supply part, a data processing part, a communication interface, a display screen, a keyboard and the like.

The method of using the new total station provided in this embodiment is as follows: set up a tripod at the survey site, place the new total station on the tripod, and perform centering and leveling. Set the cooperation target A at the target point. Cooperation target A is a PSD sensor. During measurement, open the No. 4 main observation device 6-4, and close the No. 4 auxiliary observation device 7-4. The surveyor operates the No. 4 main observation device 6-4, and manually aims at the designated point of the PSD sensor according to the feedback signal of the PSD sensor, so that the designated point is located on the No. 4 main observation line 6-4a. The horizontal dial 3 gives the rotation angle of the horizontal rotary platform 2 . The main dial 11 gives the value of the vertical angle α. Afterwards, close the No. 4 main observation device 6-4, and open the No. 4 auxiliary observation device 7-4. The surveyor then adjusts the No. 4 auxiliary observation device 7-4, and manually aims at the designated point of the PSD sensor according to the feedback signal of the PSD sensor, so that the designated point is located on the No. 4 auxiliary observation line 7-4a. At this time, No. 4 main observation line 6-4a and No. 4 auxiliary observation line 7-4a intersect at the marked point. The auxiliary dial 12 gives the value of the swing angle β, and completes the point measurement.

According to the value of the swing angle β, the known distance h between the main intersection point and the minor intersection point, the value of the distance S between the marked point and the main intersection point is obtained through the data processing part. Combined with the rotation angle of the horizontal rotary platform 2 and the vertical angle α, the coordinates of the marked point relative to the main intersection point can be determined.

Example 5

See Figures 13 to 15, Embodiment 5 has a base 1, a horizontal rotary platform 2, a bracket 4 and a vertical shaft 9, the bracket 4 is fixed on the horizontal rotary platform 2, the vertical shaft 9 is fixedly connected to the base 1, and the horizontal rotary platform 2 On the base 1 and rotate around the axis 9a of the vertical shaft 9, a horizontal dial 3 is installed between the vertical shaft 9 and the horizontal rotary platform 2, and a horizontal dial is installed between the vertical shaft 9 and the horizontal rotary platform 2 3. The bracket 4 is provided with a main horizontal axis 5 that is horizontal and can rotate around its own axis; the axis 5a of the main horizontal axis 5 intersects the axis 9a of the vertical axis 9 to form a main intersection point; On the horizontal axis 5 is fixed a No. 5 subjective observation device 6-5, which is a laser, and its optical axis is called the No. 5 main observation line 6-5a; the No. 5 main observation line 6-5a passes through the main intersection point and is perpendicular to the main horizontal axis 5 axis line 5a; on the main horizontal axis 5, a pedestal 10 is provided, and the pedestal 10 is provided with a secondary shaft 8 that can rotate around its own axis line; the axis line 8a of the secondary shaft 8 is connected to the fifth main The observation line 6-5a is perpendicular to the space, and intersects the axis line 5a of the main horizontal axis 5 perpendicularly to form a secondary intersection point; on the secondary axis 8, a No. 5 secondary observation device 7-5 is fixed, which is a laser, and its optical axis It is called No. 5 auxiliary observation line 7-5a; No. 5 auxiliary observation line 7-5a passes through the auxiliary intersection point and is perpendicular to the axis 8a of the auxiliary axis 8; No. 5 main observation line 6-5a and No. 5 auxiliary observation line 7- 5a is on the same plane; the main dial 11 is installed between the main horizontal axis 5 and the corresponding part of the bracket 4, and the auxiliary dial 12 is installed between the auxiliary shaft 8 and the corresponding part of the shaft frame 10; the above-mentioned horizontal rotary platform 2 and the main horizontal axis The rotation of 5 is manual, and the rotation of auxiliary shaft 8 is driven by a motor, and the motor is a servo motor or an ultrasonic motor. The rotation of the secondary shaft 8 drives the rotation of the No. 5 auxiliary observation device 7-3.

The horizontal dial 3 is used to measure the rotation angle of the horizontal rotary platform 2 . The main dial 11 is used to measure the angle between the No. 5 main observation line 6-5a and the axis 9a of the vertical axis 9, that is, the vertical angle α. The auxiliary dial 12 is used to measure the angle between the No. 5 auxiliary observation line 7-5a and the axis 5a of the main horizontal axis 5, that is, the swing angle β.

Under the action of the horizontal rotary platform 2, the No. 5 main observation device 6-5 and the No. 5 auxiliary observation device 7-5 can rotate horizontally synchronously. The rotation of the main horizontal axis 5 can drive the No. 5 main observation device 6-5 and the No. 5 sub-observation device 7-5 to pitch synchronously, and the rotation of the sub-axis 8 makes the No. 5 sub-observation device 7-5 rotate, and the No. 5 main observation line 6-5a and No. 5 auxiliary observation line 7-5a are in the same plane, and No. 5 auxiliary observation line 7-5a rotates in the above-mentioned plane, so No. 5 main observation line 6-5a and No. 5 auxiliary observation line 7-5a can meet at one point.

This embodiment also has a power supply part, a data processing part, a communication interface, a display screen, a keyboard and the like.

The method of using the new total station provided in this embodiment is as follows: set up a tripod at the survey site, place the new total station on the tripod, and perform centering and leveling. Set the cooperation target A at the target point. Cooperation target A is a PSD sensor. During measurement, open the No. 5 main observation device 6-5, and close the No. 5 auxiliary observation device 7-5. The surveyor operates the No. 5 main observation device 6-5, and according to the feedback signal of the PSD sensor, manually aims at the designated point of the PSD sensor, so that the designated point is located on the No. 5 main observation line 6-5a. The horizontal dial 3 gives the rotation angle of the horizontal rotary platform 2 . The main dial 11 gives the value of the vertical angle α. Afterwards, close the No. 5 main observation device 6-5, and open the No. 5 auxiliary observation device 7-5. The No. 5 auxiliary observation device 7-5 is driven by a motor, and under the control of the feedback signal of the PSD sensor, it automatically aims at the designated point of the PSD sensor so that the designated point is located on the No. 5 auxiliary observation line 7-5a. At this time, No. 5 main observation line 6-5a and No. 5 auxiliary observation line 7-5a intersect at the marked point. The auxiliary dial 12 gives the value of the swing angle β, and completes the point measurement.

According to the value of the swing angle β, the known distance h between the main intersection point and the minor intersection point, the value of the distance S between the marked point and the main intersection point is obtained through the data processing part. Combined with the rotation angle of the horizontal rotary platform 2 and the vertical angle α, the coordinates of the marked point relative to the main intersection point can be determined.

Example 6

See Figures 16 to 18, Embodiment 6 has a base 1, a horizontal rotary platform 2, a bracket 4 and a vertical shaft 9, the bracket 4 is fixed on the horizontal rotary platform 2, the vertical shaft 9 is fixedly connected to the base 1, and the horizontal rotary platform 2 On the base 1 and rotate around the axis 9a of the vertical shaft 9, a horizontal dial 3 is installed between the vertical shaft 9 and the horizontal rotary platform 2, and a horizontal dial is installed between the vertical shaft 9 and the horizontal rotary platform 2 3. The bracket 4 is provided with a main horizontal axis 5 that is horizontal and can rotate around its own axis; the axis 5a of the main horizontal axis 5 intersects the axis 9a of the vertical axis 9 to form a main intersection point; The sixth main observation device 6-6 is fixed on the horizontal axis 5, which is a laser, and its optical axis is called the sixth main observation line 6-6a; the sixth main observation line 6-6a passes through the main intersection point and is perpendicular to the main horizontal axis 5 axis line 5a; on the main horizontal axis 5, a pedestal 10 is provided, and the pedestal 10 is provided with a secondary shaft 8 that can rotate around its own axis line; the axis line 8a of the secondary shaft 8 is in line with the No. The observation line 6-6a is perpendicular to the space and intersects the axis line 5a of the main horizontal axis 5 perpendicularly to form a secondary intersection point; on the secondary axis 8, the No. 6 secondary observation device 7-6 is fixed, which is a laser, and its optical axis It is called the No. 6 auxiliary observation line 7-6a; the No. 6 auxiliary observation line 7-6a passes through the auxiliary intersection point and is perpendicular to the axis 8a of the auxiliary axis 8; the No. 6 main observation line 6-6a and the No. 6 auxiliary observation line 7- 6a is on the same plane; the main dial 11 is installed between the main horizontal axis 5 and the corresponding part of the bracket 4, and the auxiliary dial 12 is installed between the auxiliary shaft 8 and the corresponding part of the shaft frame 10; the above-mentioned horizontal rotary platform 2, the main horizontal axis The rotations of 5 and auxiliary shaft 8 are respectively driven by respective motors, which are servo motors or ultrasonic motors. The rotation of the main horizontal axis 5 drives the No. 6 main observation device 6-6 to rotate, and the rotation of the auxiliary shaft 8 drives the No. 6 auxiliary observation device 7-6 to rotate.

The horizontal dial 3 is used to measure the rotation angle of the horizontal rotary platform 2 . The main dial 11 is used to measure the angle between the No. 6 principal viewing line 6-6a and the axis 9a of the vertical axis 9, that is, the vertical angle α. The auxiliary dial 12 is used to measure the angle between the No. 6 auxiliary observation line 7-6a and the axis 5a of the main horizontal axis 5, that is, the swing angle β.

Under the action of the horizontal rotary platform 2, the No. 6 main observation device 6-6 and the No. 6 auxiliary observation device 7-6 can rotate horizontally synchronously. The rotation of the main horizontal axis 5 can drive the No. 6 main observation device 6-6 and the No. 6 sub-observation device 7-6 to do synchronous pitching, the rotation of the sub-axis 8 makes the No. 6 sub-observation device 7-6 rotate, and the No. 6 main observation line 6-6a and No. 6 auxiliary observation line 7-6a are in the same plane, and No. 6 auxiliary observation line 7-6a rotates in the above-mentioned plane, so No. 6 main observation line 6-6a and No. 2 auxiliary observation line 7-6a can meet at one point.

This embodiment also has a power supply part, a data processing part, a communication interface, a display screen, a keyboard and the like.

The method of using the new total station provided in this embodiment is as follows: set up a tripod at the survey site, place the new total station on the tripod, and perform centering and leveling. Set the cooperation target A at the target point. Cooperation target A is a PSD sensor. During measurement, open the No. 6 main observation device 6-6, and close the No. 6 auxiliary observation device 7-6. The horizontal rotary platform is driven by its motor, and the main horizontal axis 5 is driven by its motor. Under the control of the PSD sensor feedback signal, No. 6 main observation device 6-6 automatically aims at the designated point of the PSD sensor, so that the designated point is located on the main observation line 6- 6a on. The horizontal dial 3 gives the rotation angle of the horizontal rotary platform 2 . The main dial 11 gives the value of the vertical angle α. Afterwards, close the No. 6 main observation device 6-6, and open the No. 6 auxiliary observation device 7-6. The No. 6 auxiliary observation device 7-6 is driven by a motor, and under the control of the feedback signal of the PSD sensor, automatically aims at the designated point of the PSD sensor so that the designated point is located on the auxiliary observation line 7-6a. At this time, No. 6 main observation line 6-6a and No. 6 auxiliary observation line 7-6a intersect at the marked point. The auxiliary dial 12 gives the value of the swing angle β, and completes the point measurement.

According to the value of the swing angle β, the known distance h between the main intersection point and the minor intersection point, the value of the distance S between the marked point and the main intersection point is obtained through the data processing part. Combined with the rotation angle of the horizontal rotary platform 2 and the vertical angle α, the coordinates of the marked point relative to the main intersection point can be determined.

Example 7

19 to 21, embodiment 7 has a base 1, a horizontal rotary platform 2, a bracket 4 and a vertical shaft 9, the bracket 4 is fixed on the horizontal rotary platform 2, the vertical shaft 9 is fixedly connected to the base 1, and the horizontal rotary platform 2 On the base 1 and rotate around the axis 9a of the vertical shaft 9, a horizontal dial 3 is installed between the vertical shaft 9 and the horizontal rotary platform 2, and a horizontal dial is installed between the vertical shaft 9 and the horizontal rotary platform 2 3. The bracket 4 is provided with a main horizontal axis 5 that is horizontal and can rotate around its own axis; the axis 5a of the main horizontal axis 5 intersects the axis 9a of the vertical axis 9 to form a main intersection point; The No. 7 main observation device 6-7 is fixed on the horizontal axis 5, which is a telescope, and its collimation axis is called the No. 7 main observation line 6-7a; The axis 5a of the shaft 5; the main horizontal axis 5 is provided with a shaft frame 10, and the shaft frame 10 is provided with a secondary shaft 8 that can rotate around its own axis; the axis 8a of the secondary shaft 8 is in line with the The main observation line 6-7a is perpendicular to the space, and intersects perpendicularly with the axis line 5a of the main horizontal axis 5 to form a secondary intersection point; on the secondary axis 8, the No. 7 secondary observation device 7-7 is fixed, which is a laser, and its light The axis is called No. 7 sub-observation line 7-7a; No. 7 sub-observation line 7-7a passes through the sub-intersection and is perpendicular to the axis 8a of sub-axis 8; No. 7 main observation line 6-7a and No. 7 sub-observation line 7 -7a is in the same plane; the main dial 11 is installed between the main horizontal axis 5 and the corresponding part of the bracket 4, and the auxiliary dial 12 is installed between the auxiliary shaft 8 and the corresponding part of the shaft frame 10; the above-mentioned horizontal rotary platform 2, the main horizontal The rotation of shaft 5 and counter shaft 8 is manual.

The horizontal dial 3 is used to measure the rotation angle of the horizontal rotary platform 2 . The main dial 11 is used to measure the angle between the No. 7 subjective observation line 6-7a and the axis 9a of the vertical axis 9, that is, the vertical angle α. The auxiliary dial 12 is used to measure the angle between the No. 7 auxiliary observation line 7-7a and the axis 5a of the main horizontal axis 5, that is, the swing angle β.

Under the action of the horizontal rotary platform 2, the No. 7 main observation device 6-7 and the No. 7 auxiliary observation device 7-7 can rotate horizontally synchronously. The rotation of the main horizontal axis 5 can drive the No. 7 main observation device 6-7 and the No. 7 sub-observation device 7-7 to do synchronous pitching, the rotation of the sub-axis 8 makes the No. 7 sub-observation device 7-7 rotate, and the No. 7 main observation line 6-7a and No. 7 auxiliary observation line 7-7a are in the same plane, and No. 7 auxiliary observation line 7-7a rotates in the above-mentioned plane, so No. 7 main observation line 6-7a and No. 7 auxiliary observation line 7-7a can meet at one point.

This embodiment also has a power supply part, a data processing part, a communication interface, a display screen, a keyboard and the like.

The method of using the new total station provided in this embodiment is as follows: set up a tripod at the survey site, place the new total station on the tripod, and perform centering and leveling. The surveyor operates the No. 7 main observation device 6-7 to manually aim at the target point B, so that the target point B is located on the main observation line 6-7a. The horizontal dial 3 gives the rotation angle of the horizontal rotary platform 2 . The main dial 11 gives the value of the vertical angle α. Afterwards, the surveyor manually operated the No. 7 auxiliary observation device 7-7 until the naked eye observed that the laser irradiation point appeared on the No. 7 main observation line 6-7a. At this time, the main observation line 6-7a and the auxiliary observation line 7-7a intersect at the target point B. The auxiliary dial 12 gives the value of the swing angle β, and completes the point measurement.

According to the value of the swing angle β, the known distance h between the main intersection point and the minor intersection point, the value of the distance S between the marked point and the main intersection point is obtained through the data processing part. Combined with the rotation angle of the horizontal rotary platform 2 and the vertical angle α, the coordinates of the marked point relative to the main intersection point can be determined.

Example 8

22 to 24, embodiment 8 has a base 1, a horizontal rotary platform 2, a bracket 4 and a vertical shaft 9, the bracket 4 is fixed on the horizontal rotary platform 2, the vertical shaft 9 is fixedly connected to the base 1, and the horizontal rotary platform 2 On the base 1 and rotate around the axis 9a of the vertical shaft 9, a horizontal dial 3 is installed between the vertical shaft 9 and the horizontal rotary platform 2, and a horizontal dial is installed between the vertical shaft 9 and the horizontal rotary platform 2 3. The bracket 4 is provided with a main horizontal axis 5 that is horizontal and can rotate around its own axis; the axis 5a of the main horizontal axis 5 intersects the axis 9a of the vertical axis 9 to form a main intersection point; No. 8 main observation device 6-8 is fixed on the horizontal axis 5, which is a telescope with a built-in CCD digital camera, and its collimation axis is called No. 8 main observation line 6-8a; No. 8 main observation line 6-8a passes through the main intersection point And perpendicular to the axis 5a of the main transverse axis 5; the main transverse axis 5 is provided with a pedestal 10, and the pedestal 10 is provided with a secondary shaft 8 that can rotate around its own axis; the axis of the secondary shaft 8 The line 8a is perpendicular to the No. 8 main observation line 6-8a, and intersects perpendicularly with the axis 5a of the main horizontal axis 5 to form a secondary intersection point; the No. 8 auxiliary observation device 7-8 is fixed on the secondary axis 8, which is One laser, whose optical axis is called No. 8 auxiliary observation line 7-8a; No. 8 auxiliary observation line 7-8a passes through the auxiliary intersection point and is perpendicular to the axis 8a of auxiliary axis 8; No. 8 main observation line 6-8a and No. 8 main observation line The auxiliary observation lines 7-8a are in the same plane; the main dial 11 is installed between the main horizontal axis 5 and the corresponding part of the bracket 4, and the auxiliary dial 12 is installed between the auxiliary shaft 8 and the corresponding part of the shaft frame 10; the above-mentioned horizontal rotation The rotations of the platform 2, the main transverse shaft 5 and the auxiliary shaft 8 are all manual.

The horizontal dial 3 is used to measure the rotation angle of the horizontal rotary platform 2 . The main dial 11 is used to measure the angle between the No. 8 subjective observation line 6-8a and the axis 9a of the vertical axis 9, that is, the vertical angle α. The auxiliary dial 12 is used to measure the angle between the eighth auxiliary observation line 7-8a and the axis 5a of the main horizontal axis 5, that is, the swing angle β.

Under the action of the horizontal rotary platform 2, the No. 8 main observation device 6-8 and the No. 8 auxiliary observation device 7-8 can rotate horizontally synchronously. The rotation of the main horizontal axis 5 can drive the No. 8 main observation device 6-8 and the No. 8 sub-observation device 7-8 to do synchronous pitching, the rotation of the sub-axis 8 makes the No. 8 sub-observation device 7-8 rotate, and the No. 8 main observation line 6-8a and No. 8 auxiliary observation line 7-8a are in the same plane, and No. 8 auxiliary observation line 7-8a rotates in the above-mentioned plane, so No. 8 main observation line 6-8a and No. 8 auxiliary observation line 7-8a can meet at one point.

This embodiment also has a power supply part, a data processing part, a communication interface, a display screen, a keyboard and the like.

The method of using the new total station provided in this embodiment is as follows: set up a tripod at the survey site, place the new total station on the tripod, and perform centering and leveling. The surveyor operates the No. 8 main observation device 6-8 to aim at the target point B, so that the target point B is located on the main observation line 6-8a. The horizontal dial 3 gives the rotation angle of the horizontal rotary platform 2 . The main dial 11 gives the value of the vertical angle α. After that, the surveyor operates the No. 8 auxiliary observation device 7-8 until the observation signal of the built-in CCD digital camera of the No. 8 main observation device 6-8 is observed with naked eyes, and it is determined that the laser irradiation point appears on the No. 8 main observation line 6-8a. Observation line 6-8a and auxiliary observation line 7-8a intersect at target point B. The auxiliary dial 12 gives the value of the swing angle β, and completes the point measurement.

According to the value of the swing angle β, the known distance h between the main intersection point and the minor intersection point, the value of the distance S between the marked point and the main intersection point is obtained through the data processing part. Combined with the rotation angle of the horizontal rotary platform 2 and the vertical angle α, the coordinates of the marked point relative to the main intersection point can be determined.

Example 9

25 to 27, embodiment 9 has a base 1, a horizontal rotary platform 2, a bracket 4 and a vertical shaft 9, the bracket 4 is fixed on the horizontal rotary platform 2, the vertical shaft 9 is fixedly connected to the base 1, and the horizontal rotary platform 2 On the base 1 and rotate around the axis 9a of the vertical shaft 9, a horizontal dial 3 is installed between the vertical shaft 9 and the horizontal rotary platform 2, and a horizontal dial is installed between the vertical shaft 9 and the horizontal rotary platform 2 3. The bracket 4 is provided with a main horizontal axis 5 that is horizontal and can rotate around its own axis; the axis 5a of the main horizontal axis 5 intersects the axis 9a of the vertical axis 9 to form a main intersection point; No. 9 main observation device 6-9 is fixed on the horizontal axis 5, which is a telescope with a built-in CCD digital camera, and its collimation axis is called No. 9 main observation line 6-9a; No. 9 main observation line 6-9a passes through the main intersection point And perpendicular to the axis 5a of the main transverse axis 5; the main transverse axis 5 is provided with a pedestal 10, and the pedestal 10 is provided with a secondary shaft 8 that can rotate around its own axis; the axis of the secondary shaft 8 The line 8a is perpendicular to the No. 9 main observation line 6-9a, and intersects perpendicularly with the axis 5a of the main horizontal axis 5 to form a secondary intersection point; the No. 9 auxiliary observation device 7-9 is fixed on the secondary axis 8, which is A laser, whose optical axis is called No. 9 auxiliary observation line 7-9a; No. 9 auxiliary observation line 7-9a passes through the auxiliary intersection point and is perpendicular to the axis 8a of the auxiliary axis 8; No. 9 main observation line 6-9a and No. 9 main observation line The secondary observation line 7-9a is in the same plane; the main dial 11 is installed between the main horizontal axis 5 and the corresponding part of the bracket 4, and the auxiliary dial 12 is installed between the auxiliary shaft 8 and the corresponding part of the shaft frame 10; the above-mentioned horizontal rotation The rotation of the platform 2 and the main horizontal axis 5 is manual, and the rotation of the auxiliary shaft 8 is driven by a motor, which is a servo motor or an ultrasonic motor. The rotation of the secondary shaft 8 drives the No. 9 auxiliary observation device 7-9 to rotate.

The horizontal dial 3 is used to measure the rotation angle of the horizontal rotary platform 2 . The main dial 11 is used to measure the angle between the No. 9 principal viewing line 6-9a and the axis 9a of the vertical axis 9, that is, the vertical angle α. The auxiliary dial 12 is used to measure the angle between the No. 9 auxiliary observation line 7-9a and the axis 5a of the main horizontal axis 5, that is, the swing angle β.

Under the action of the horizontal rotary platform 2, the No. 9 main observation device 6-9 and the No. 9 auxiliary observation device 7-9 can rotate horizontally synchronously. The rotation of the main horizontal axis 5 can drive the No. 9 main observation device 6-9 and the No. 9 sub-observation device 7-9 to do synchronous pitching, the rotation of the sub-axis 8 makes the No. 9 sub-observation device 7-9 rotate, and the No. 9 main observation line 6-9a and No. 9 auxiliary observation line 7-9a are in the same plane, and No. 9 auxiliary observation line 7-9a rotates in the above-mentioned plane, so No. 9 main observation line 6-9a and No. 9 auxiliary observation line 7-9a can meet at one point.

This embodiment also has a power supply part, a data processing part, a communication interface, a display screen, a keyboard and the like.

The method of using the new total station provided in this embodiment is as follows: set up a tripod at the survey site, place the new total station on the tripod, and perform centering and leveling. The surveyor operates the No. 9 main observation device 6-9 to aim at the target point B, so that the target point B is located on the main observation line 6-9a. The horizontal dial 3 gives the rotation angle of the horizontal rotary platform 2 . The main dial 11 gives the value of the vertical angle α. Afterwards, No. 9 sub-observation device 7-9 is driven by a motor until the built-in CCD digital camera of No. 9 main observation device 6-9, and the laser irradiation point is observed on No. 9 main observation line 6-9a. The main observation line 6-9a and the auxiliary observation line 7-9a intersect at the target point B. The auxiliary dial 12 gives the value of the swing angle β, and completes the point measurement.

According to the value of the swing angle β, the known distance h between the main intersection point and the minor intersection point, the value of the distance S between the marked point and the main intersection point is obtained through the data processing part. Combined with the rotation angle of the horizontal rotary platform 2 and the vertical angle α, the coordinates of the marked point relative to the main intersection point can be determined.

Example 10

28 to 30, embodiment 10 has a base 1, a horizontal rotary platform 2, a bracket 4 and a vertical shaft 9, the bracket 4 is fixed on the horizontal rotary platform 2, the vertical shaft 9 is fixedly connected to the base 1, and the horizontal rotary platform 2 On the base 1 and rotate around the axis 9a of the vertical shaft 9, a horizontal dial 3 is installed between the vertical shaft 9 and the horizontal rotary platform 2, and a horizontal dial is installed between the vertical shaft 9 and the horizontal rotary platform 2 3. The bracket 4 is provided with a main horizontal axis 5 that is horizontal and can rotate around its own axis; the axis 5a of the main horizontal axis 5 intersects the axis 9a of the vertical axis 9 to form a main intersection point; The tenth main observation device 6-10 is fixed on the horizontal axis 5, which is a telescope with a built-in optical axis laser, and its collimation axis is called the tenth main observation line 6-10a; the tenth main observation line 6-10a passes through the main intersection And perpendicular to the axis 5a of the main transverse axis 5; the main transverse axis 5 is provided with a pedestal 10, and the pedestal 10 is provided with a secondary shaft 8 that can rotate around its own axis; the axis of the secondary shaft 8 The line 8a is perpendicular to the No. 10 main observation line 6-10a in space, and perpendicularly intersects with the axis 5a of the main horizontal axis 5 to form a sub-intersection point; the No. 10 sub-observation device 7-10 is fixed on the sub-axis 8, which is A telescope, whose collimating axis is called No. 10 auxiliary observation line 7-10a; No. 10 auxiliary observation line 7-10a passes through the auxiliary intersection point and is perpendicular to the axis 8a of the auxiliary axis 8; No. 10 main observation line 6-10a and The tenth auxiliary observation line 7-10a is in the same plane; the main dial 11 is installed between the main horizontal axis 5 and the corresponding part of the bracket 4, and the auxiliary dial 12 is installed between the auxiliary shaft 8 and the corresponding part of the shaft frame 10; the above-mentioned horizontal The rotation of the rotary platform 2, the main transverse shaft 5 and the auxiliary shaft 8 is manual.

The horizontal dial 3 is used to measure the rotation angle of the horizontal rotary platform 2 . The main dial 11 is used to measure the angle between the tenth subjective observation line 6-10a and the axis 9a of the vertical axis 9, that is, the vertical angle α. The auxiliary dial 12 is used to measure the angle between the tenth auxiliary observation line 7-10a and the axis 5a of the main horizontal axis 5, that is, the swing angle β.

Under the action of the horizontal rotary platform 2, the No. 10 main observation device 6-10 and the No. 10 auxiliary observation device 7-10 can rotate horizontally synchronously. The rotation of the main horizontal axis 5 can drive the No. 10 main observation device 6-10 and the No. 10 sub-observation device 7-10 to perform synchronous pitching, the rotation of the sub-axis 8 makes the No. 10 sub-observation device 7-10 rotate, and the No. 10 main observation line 6-10a and the tenth auxiliary observation line 7-10a are in the same plane, and the tenth auxiliary observation line 7-10a rotates in the above-mentioned plane, so the tenth main observation line 6-10a and the tenth auxiliary observation line 7-10a can meet at one point.

This embodiment also has a power supply part, a data processing part, a communication interface, a display screen, a keyboard and the like.

The method of using the new total station provided in this embodiment is as follows: set up a tripod at the survey site, place the new total station on the tripod, and perform centering and leveling. The surveyor operates the No. 10 main observation device 6-10 to aim at the target point B, and the laser beam is irradiated on the target point B, so that the target point B is located on the No. 10 main observation line 6-10a. The horizontal dial 3 gives the rotation angle of the horizontal rotary platform 2 . The main dial 11 gives the value of the vertical angle α. Then the surveyor operates the No. 10 auxiliary observation device 7-10 until the naked eye observes that the laser irradiation point appears on the No. 10 auxiliary observation line 7-10a. The main observation line 6-10a and the auxiliary observation line 7-10a intersect at the target point B. The auxiliary dial 12 gives the value of the swing angle β, and completes the point measurement.

According to the value of the swing angle β, the known distance h between the main intersection point and the minor intersection point, the value of the distance S between the marked point and the main intersection point is obtained through the data processing part. Combined with the rotation angle of the horizontal rotary platform 2 and the vertical angle α, the coordinates of the marked point relative to the main intersection point can be determined.

Example 11

31 to 33, embodiment 11 has a base 1, a horizontal rotary platform 2, a bracket 4 and a vertical shaft 9, the bracket 4 is fixed on the horizontal rotary platform 2, the vertical shaft 9 is fixedly connected to the base 1, and the horizontal rotary platform 2 On the base 1 and rotate around the axis 9a of the vertical shaft 9, a horizontal dial 3 is installed between the vertical shaft 9 and the horizontal rotary platform 2, and a horizontal dial is installed between the vertical shaft 9 and the horizontal rotary platform 2 3. The bracket 4 is provided with a main horizontal axis 5 that is horizontal and can rotate around its own axis; the axis 5a of the main horizontal axis 5 intersects the axis 9a of the vertical axis 9 to form a main intersection point; The horizontal axis 5 is fixed with No. 11 main observation device 6-11, which is a telescope with a built-in coaxial laser, and its collimation axis is called No. 11 main observation line 6-11a; No. 11 main observation line 6-11a The axis 5a passing through the main intersection and perpendicular to the main horizontal axis 5; the main horizontal axis 5 is provided with a pedestal 10, and the pedestal 10 is provided with a secondary shaft 8 that can rotate around its own axis; the secondary shaft 8 The axis line 8a of the axis line 8a is perpendicular to the No. 11 main observation line 6-11a, and perpendicularly intersects with the axis line 5a of the main horizontal axis 5 to form a secondary intersection point; the No. 11 auxiliary observation device is fixed on the auxiliary axis 8 7-11 is a telescope with a built-in CCD digital camera, and its collimation axis is called No. 11 sub-observation line 7-11a; No. 11 sub-observation line 7-11a passes through the sub-intersection and is perpendicular to the axis of sub-axis 8 Line 8a; No. 11 main observation line 6-11a and No. 11 sub-observation line 7-11a are in the same plane; main dial 11 is installed between the main horizontal axis 5 and the corresponding part of bracket 4, and the auxiliary axis 8 and axis The auxiliary dial 12 is installed between the corresponding parts of the frame 10; the rotation of the above-mentioned horizontal rotary platform 2, the main horizontal axis 5 and the auxiliary axis 8 is all manual.

The horizontal dial 3 is used to measure the rotation angle of the horizontal rotary platform 2 . The main dial 11 is used to measure the angle between the eleventh main observation line 6 - 11 a and the axis 9 a of the vertical axis 9 , that is, the vertical angle α. The auxiliary dial 12 is used to measure the angle between the eleventh auxiliary observation line 7-11a and the axis 5a of the main horizontal axis 5, that is, the swing angle β.

Under the action of the horizontal rotary platform 2, the No. 11 main observation device 6-11 and the No. 11 sub-observation device 7-11 can rotate horizontally synchronously. The rotation of the main horizontal axis 5 can drive the No. 11 main observation device 6-11 and the No. 11 sub-observation device 7-11 to do synchronous pitching, and the rotation of the sub-axis 8 can make the No. 11 sub-observation device 7-11 rotate, and the No. 11 sub-observation device 7-11 can rotate. No. 11 main observation line 6-11a and No. 11 sub-observation line 7-11a are in the same plane, and No. 11 sub-observation line 7-11a rotates in the above-mentioned plane, so No. 11 main observation line 6-11a and No. 11 sub-observation line The No. 1 auxiliary observation line 7-11a can meet at one point.

This embodiment also has a power supply part, a data processing part, a communication interface, a display screen, a keyboard and the like.

The method of using the new total station provided in this embodiment is as follows: set up a tripod at the survey site, place the new total station on the tripod, and perform centering and leveling. The surveyor operates the No. 11 main observation device 6-11 to aim at the target point B, and the laser beam is irradiated on the target point B, and the target point B is located on the No. 11 main observation line 6-11a. The horizontal dial 3 gives the rotation angle of the horizontal rotary platform 2 . The main dial 11 gives the value of the vertical angle α. After that, the surveyor operates the No. 11 sub-observation device 7-11, and according to the output signal of the CCD digital camera built in the No. 11 sub-observation device 7-11, manually aims at the laser irradiation point, so that the target point B is located on the No. 11 sub-observation line 7 -11a on. At this time, the main observation line 6-11a and the auxiliary observation line 7-11a intersect at the target point B. The auxiliary dial 12 gives the value of the swing angle β, and completes the point measurement.

According to the value of the swing angle β, the known distance h between the main intersection point and the minor intersection point, the value of the distance S between the marked point and the main intersection point is obtained through the data processing part. Combined with the rotation angle of the horizontal rotary platform 2 and the vertical angle α, the coordinates of the marked point relative to the main intersection point can be determined.

Example 12

34 to 36, embodiment 12 has a base 1, a horizontal rotary platform 2, a bracket 4 and a vertical shaft 9, the bracket 4 is fixed on the horizontal rotary platform 2, the vertical shaft 9 is fixedly connected to the base 1, and the horizontal rotary platform 2 On the base 1 and rotate around the axis 9a of the vertical shaft 9, a horizontal dial 3 is installed between the vertical shaft 9 and the horizontal rotary platform 2, and a horizontal dial is installed between the vertical shaft 9 and the horizontal rotary platform 2 3. The bracket 4 is provided with a main horizontal axis 5 that is horizontal and can rotate around its own axis; the axis 5a of the main horizontal axis 5 intersects the axis 9a of the vertical axis 9 to form a main intersection point; The No. 12 main observation device 6-12 is fixed on the horizontal axis 5, which is a telescope with a built-in coaxial laser, and its collimation axis is called the No. 12 main observation line 6-12a; The axis 5a passing through the main intersection and perpendicular to the main horizontal axis 5; the main horizontal axis 5 is provided with a pedestal 10, and the pedestal 10 is provided with a secondary shaft 8 that can rotate around its own axis; the secondary shaft 8 The axis line 8a of the axis line 6-12a of the twelfth main observation line is perpendicular to the space, and perpendicularly intersects the axis line 5a of the main horizontal axis 5 to form a secondary intersection point; the secondary observation device 12 is fixed on the secondary axis 8 7-12 is a telescope with a built-in CCD digital camera, and its collimation axis is called No. 12 sub-observation line 7-12a; No. 12 sub-observation line 7-12a passes through the sub-intersection point and is perpendicular to the axis of sub-axis 8 Line 8a; No. 12 main observation line 6-12a and No. 12 auxiliary observation line 7-12a are in the same plane; main dial 11 is installed between the main horizontal axis 5 and the corresponding part of bracket 4, and the auxiliary axis 8 and axis Auxiliary dials 12 are installed between the corresponding parts of the frame 10; the rotation of the above-mentioned horizontal rotary platform 2 and the main horizontal axis 5 is manual, and the auxiliary axis 8 is driven by a motor, which is a servo motor or an ultrasonic motor. The rotation of secondary shaft 8 drives No. 12 auxiliary observation device 7-12 to rotate.

The horizontal dial 3 is used to measure the rotation angle of the horizontal rotary platform 2 . The main dial 11 is used to measure the angle between the No. 12 principal viewing line 6-12a and the axis 9a of the vertical axis 9, that is, the size of the vertical angle α. The auxiliary dial 12 is used to measure the angle between the twelfth auxiliary observation line 7-12a and the axis 5a of the main horizontal axis 5, that is, the swing angle β.

Under the action of the horizontal rotary platform 2, the No. 12 main observation device 6-12 and the No. 12 auxiliary observation device 7-12 can rotate horizontally synchronously. The rotation of the main horizontal axis 5 can drive the No. 12 main observation device 6-12 and the No. 12 sub-observation device 7-12 to do synchronous pitching, and the rotation of the sub-axis 8 can make the No. 12 sub-observation device 7-12 rotate, and the No. 12 sub-observation device 7-12 can rotate. No. 12 main observation line 6-12a and No. 12 sub-observation line 7-12a are in the same plane, and No. 12 sub-observation line 7-12a rotates in the above-mentioned plane, so No. 12 main observation line 6-12a and No. 10 sub-observation line The second auxiliary observation line 7-12a can meet at one point.

This embodiment also has a power supply part, a data processing part, a communication interface, a display screen, a keyboard and the like.

The method of using the new total station provided in this embodiment is as follows: set up a tripod at the survey site, place the new total station on the tripod, and perform centering and leveling. The surveyor operates the No. 12 main observation device 6-12 to aim at the target point B, and the laser is irradiated on the target point B, and the target point B is located on the No. 12 main observation line 6-12a. The horizontal dial 3 gives the rotation angle of the horizontal rotary platform 2 . The main dial 11 gives the value of the vertical angle α. Afterwards, the No. 12 sub-observation device 7-12 is driven by a motor, and under the control of the feedback signal of the CCD digital camera built in the No. 12 sub-observation device 7-12, it automatically aims at the laser irradiation point, so that the target point B is located at the No. 12 sub-observation device. on line 7-12a. At this time, the main observation line 6-12a and the auxiliary observation line 7-12a intersect at the target point B. The auxiliary dial 12 gives the value of the swing angle β, and completes the point measurement.

According to the value of the swing angle β, the known distance h between the main intersection point and the minor intersection point, the value of the distance S between the marked point and the main intersection point is obtained through the data processing part. Combined with the rotation angle of the horizontal rotary platform 2 and the vertical angle α, the coordinates of the marked point relative to the main intersection point can be determined.

Example 13

37 to 39, embodiment 13 has a base 1, a horizontal rotary platform 2, a bracket 4 and a vertical shaft 9, the bracket 4 is fixed on the horizontal rotary platform 2, the vertical shaft 9 is fixedly connected to the base 1, and the horizontal rotary platform 2 On the base 1 and rotate around the axis 9a of the vertical shaft 9, a horizontal dial 3 is installed between the vertical shaft 9 and the horizontal rotary platform 2, and a horizontal dial is installed between the vertical shaft 9 and the horizontal rotary platform 2 3. The bracket 4 is provided with a main horizontal axis 5 that is horizontal and can rotate around its own axis; the axis 5a of the main horizontal axis 5 intersects the axis 9a of the vertical axis 9 to form a main intersection point; The No. 13 main observation device 6-13 is fixed on the horizontal axis 5, which is a telescope with a built-in coaxial laser, and its collimation axis is called the No. 13 main observation line 6-13a; The axis 5a passing through the main intersection and perpendicular to the main horizontal axis 5; the main horizontal axis 5 is provided with a pedestal 10, and the pedestal 10 is provided with a secondary shaft 8 that can rotate around its own axis; the secondary shaft 8 The axis line 8a of the axis line 13 is perpendicular to the main observation line 6-13a of No. 13, and perpendicularly intersects the axis line 5a of the main horizontal axis 5 to form an auxiliary intersection point; the auxiliary observation device No. 13 is fixed on the auxiliary axis 8 7-13 is a laser, and its optical axis is called No. 13 sub-observation line 7-13a; No. 13 sub-observation line 7-13a passes through the sub-intersection and is perpendicular to the axis 8a of sub-axis 8; No. 13 The main observation line 6-13a and the 13th auxiliary observation line 7-13a are in the same plane; a CCD digital camera 14 is installed on the support 4; a main dial 11 is installed between the main horizontal axis 5 and the corresponding part of the support 4, The auxiliary dial 12 is installed between the shaft 8 and the corresponding parts of the axle frame 10; the rotation of the above-mentioned horizontal rotary platform 2, the main horizontal shaft 5 and the auxiliary shaft 8 is all manual.

The horizontal dial 3 is used to measure the rotation angle of the horizontal rotary platform 2 . The main dial 11 is used to measure the angle between the thirteenth main observation line 6-13a and the axis 9a of the vertical axis 9, that is, the vertical angle α. The auxiliary dial 12 is used to measure the angle between the thirteenth auxiliary observation line 7-13a and the axis 5a of the main horizontal axis 5, that is, the swing angle β.

Under the action of the horizontal rotary platform 2, the No. 13 main observation device 6-13 and the No. 13 sub-observation device 7-13 can rotate horizontally synchronously. The rotation of the main horizontal axis 5 can drive the No. 13 main observation device 6-13 and the No. 13 sub-observation device 7-13 to perform synchronous pitching, and the rotation of the sub-axis 8 can make the No. 13 sub-observation device 7-13 rotate, and the No. 13 sub-observation device 7-13 can rotate. No. 13 main observation line 6-13a and No. 13 sub-observation line 7-13a are in the same plane, and No. 13 sub-observation line 7-13a rotates in the above-mentioned plane, so No. 13 main observation line 6-13a and No. 13 sub-observation line The No. 3 auxiliary observation line 7-13a can meet at one point.

This embodiment also has a power supply part, a data processing part, a communication interface, a display screen, a keyboard and the like.

The method of using the new total station provided in this embodiment is as follows: set up a tripod at the survey site, place the new total station on the tripod, and perform centering and leveling. The surveyor operates the No. 13 main observation device 6-13 to aim at the target point B, and irradiates the laser light on the target point B, so that the target point B is located on the No. 13 main observation line 6-13a. The horizontal dial 3 gives the rotation angle of the horizontal rotary platform 2 . The main dial 11 gives the value of the vertical angle α. Then the surveyor operates the No. 13 auxiliary observation device 7-13 until in the output signal of the CCD digital camera 13, only one laser irradiation point is observed with the naked eye, so that the target point B is located on the No. 13 auxiliary observation line 7-13a. At this time, the main observation line 6-13a and the auxiliary observation line 7-13a intersect at the target point B. The auxiliary dial 12 gives the value of the swing angle β, and completes the point measurement.

According to the value of the swing angle β, the known distance h between the main intersection point and the minor intersection point, the value of the distance S between the marked point and the main intersection point is obtained through the data processing part. Combined with the rotation angle of the horizontal rotary platform 2 and the vertical angle α, the coordinates of the marked point relative to the main intersection point can be determined.

Example 14

40 to 42, embodiment 14 has a base 1, a horizontal rotary platform 2, a bracket 4 and a vertical shaft 9, the bracket 4 is fixed on the horizontal rotary platform 2, the vertical shaft 9 is fixedly connected to the base 1, and the horizontal rotary platform 2 On the base 1 and rotate around the axis 9a of the vertical shaft 9, a horizontal dial 3 is installed between the vertical shaft 9 and the horizontal rotary platform 2, and a horizontal dial is installed between the vertical shaft 9 and the horizontal rotary platform 2 3. The bracket 4 is provided with a main horizontal axis 5 that is horizontal and can rotate around its own axis; the axis 5a of the main horizontal axis 5 intersects the axis 9a of the vertical axis 9 to form a main intersection point; The No. 14 main observation device 6-14 is fixed on the horizontal axis 5, which is a telescope with a built-in coaxial laser, and its collimation axis is called the No. 14 main observation line 6-14a; The axis 5a passing through the main intersection and perpendicular to the main horizontal axis 5; the main horizontal axis 5 is provided with a pedestal 10, and the pedestal 10 is provided with a secondary shaft 8 that can rotate around its own axis; the secondary shaft 8 The axis line 8a of the 14th main observation line 6-14a is perpendicular to the space, and perpendicularly intersects the axis line 5a of the main horizontal axis 5 to form a secondary intersection point; the 14th auxiliary observation device is fixed on the secondary axis 8 7-14 is a laser, and its optical axis is called No. 14 sub-observation line 7-14a; No. 14 sub-observation line 7-14a passes through the sub-intersection and is perpendicular to the axis 8a of sub-axis 8; No. 14 The main observation line 6-14a and the fourteenth auxiliary observation line 7-14a are in the same plane; a CCD digital camera 14 is installed on the support 4; a main dial 11 is installed between the main horizontal axis 5 and the corresponding part of the support 4; The auxiliary dial 12 is installed between the shaft 8 and the corresponding part of the shaft frame 10; the rotation of the above-mentioned horizontal rotary platform 2 is manual, the rotation of the main horizontal axis 5 is manual, and the rotation of the auxiliary shaft 8 is driven by a motor, which is a servo motor or an ultrasonic motor. motor. The rotation of secondary shaft 8 drives No. 14 auxiliary observation device 7-14 to rotate.

The horizontal dial 3 is used to measure the rotation angle of the horizontal rotary platform 2 . The main dial 11 is used to measure the angle between the No. 14 principal viewing line 6-14a and the axis line 9a of the vertical axis 9, that is, the vertical angle α. The auxiliary dial 12 is used to measure the angle between the fourteenth auxiliary observation line 7-14a and the axis 5a of the main horizontal axis 5, that is, the swing angle β.

Under the action of the horizontal rotary platform 2, the No. 14 main observation device 6-14 and the No. 14 auxiliary observation device 7-14 can rotate horizontally synchronously. The rotation of the main horizontal axis 5 can drive the No. 14 main observation device 6-14 and the No. 14 sub-observation device 7-14 to do synchronous pitching, and the rotation of the sub-axis 8 can make the No. 14 sub-observation device 7-14 rotate, and the No. 14 sub-observation device 7-14 can rotate. The No. 14 main observation line 6-14a and the No. 14 sub-observation line 7-14a are in the same plane, and the No. 14 sub-observation line 7-14a rotates in the above-mentioned plane, so the No. 14 main observation line 6-14a and the No. 14 sub-observation line The No. 4 auxiliary observation line 7-14a can meet at one point.

This embodiment also has a power supply part, a data processing part, a communication interface, a display screen, a keyboard and the like.

The method of using the new total station provided in this embodiment is as follows: set up a tripod at the survey site, place the new total station on the tripod, and perform centering and leveling. The surveyor operates the No. 14 main observation device 6-14, manually aims at the target point B, and irradiates the laser light on the target point B, and the target point B is located on the No. 14 main observation line 6-14a. The horizontal dial 3 gives the rotation angle of the horizontal rotary platform 2 . The main dial 11 gives the value of the vertical angle α. Afterwards, the No. 14 auxiliary observation device 7-14 is automatically rotated by the motor until only one laser irradiation point is observed in the CCD digital camera 13, and the target point B is located on the No. 14 auxiliary observation line 7-14a. At this time, the main observation line 6-14a and the auxiliary observation line 7-14a intersect at the target point B. The auxiliary dial 12 gives the value of the swing angle β, and completes the point measurement.

According to the value of the swing angle β, the known distance h between the main intersection point and the minor intersection point, the value of the distance S between the marked point and the main intersection point is obtained through the data processing part. Combined with the rotation angle of the horizontal rotary platform 2 and the vertical angle α, the coordinates of the marked point relative to the main intersection point can be determined.

The built-in CCD digital camera telescope mentioned in the above embodiment can be seen in the second chapter of "Total Station Measurement Technology" edited by He Baoxi and published by Yellow River Water Conservancy Publishing House in August 2005. See also Mei Wensheng and Yang Hong, Chapter 2 of "Development and Application of Measuring Robots" published by Wuhan University Press in November 2011.

Claims (14)

1. null1. a Novel total station，There is pedestal (1)、Horizontal rotation platform (2)、Support (4) and vertical pivot (9)，Support (4) is fixed on horizontal rotation platform (2)，Vertical pivot (9) is fixing with pedestal (1) to be connected，Horizontal rotation platform (2) is in upper and around vertical pivot (9) the axial line (9a) of pedestal (1) and rotates，Horizontal limb (3) is installed between vertical pivot (9) and horizontal rotation platform (2)，It is characterized in that: main transverse axis (5) that is that support (4) is provided with level and that can rotate around Pivot Point Center line，The axial line (5a) of main transverse axis (5) intersects with the axial line (9a) of vertical pivot (9)，Form main intersection point，Main transverse axis (5) is fixed with a main observation device (6-1)，A number main observation device (6-1) is a telescope，Its collimation axis is called a subjective survey line (6-1a)，A number subjective survey line (6-1a) is by main intersection point and the axial line (5a) being perpendicular to main transverse axis (5)，Main transverse axis (5) is provided with pedestal (10)，Pedestal (10) is provided with the countershaft (8) that can rotate around Pivot Point Center line，The axial line (8a) of countershaft (8) becomes spatial vertical with a subjective survey line (6-1a)，And intersect vertically with the axial line (5a) of main transverse axis (5)，Form auxiliary intersection point，Countershaft (8) is fixed with a secondary observation device (7-1)，A number secondary observation device (7-1) is a telescope，Its collimation axis is called a secondary survey line (7-1a)，A number secondary survey line (7-1a) is by auxiliary intersection point and the axial line (8a) being perpendicular to countershaft (8)，A number subjective survey line (6-1a) and a secondary survey line (7-1a) are in same plane；Main dial (11) is installed between main transverse axis (5) and support (4) corresponding site, secondary scale (12) is installed between countershaft (8) and pedestal (10) corresponding site；The rotation of above-mentioned horizontal rotation platform (2), main transverse axis (5) and countershaft (8) is manually.
2. null2. a Novel total station，There is pedestal (1)、Horizontal rotation platform (2)、Support (4) and vertical pivot (9)，Support (4) is fixed on horizontal rotation platform (2)，Vertical pivot (9) is fixing with pedestal (1) to be connected，Horizontal rotation platform (2) is in upper and around vertical pivot (9) the axial line (9a) of pedestal (1) and rotates，Horizontal limb (3) is installed between vertical pivot (9) and horizontal rotation platform (2)，It is characterized in that: main transverse axis (5) that is that support (4) is provided with level and that can rotate around Pivot Point Center line，The axial line (5a) of main transverse axis (5) intersects with the axial line (9a) of vertical pivot (9)，Form main intersection point，Main transverse axis (5) is fixed with No. two main observation devices (6-2)，No. two main observation devices (6-2) are a telescope，Its collimation axis is called No. two subjective surveys line (6-2a)，No. two subjective surveys line (6-2a) are by main intersection point and the axial line (5a) being perpendicular to main transverse axis (5)，Main transverse axis (5) is provided with pedestal (10)，Pedestal (10) is provided with the countershaft (8) that can rotate around Pivot Point Center line，The axial line (8a) of countershaft (8) becomes spatial vertical with No. two subjective surveys line (6-2a)，And intersect vertically with the axial line (5a) of main transverse axis (5)，Form auxiliary intersection point，Countershaft (8) is fixed with No. two secondary observation devices (7-2)，No. two secondary observation devices (7-2) are the telescope of an in-built CCD digital camera，Its collimation axis is called No. two secondary survey line (7-2a)，No. two secondary survey line (7-2a) are by auxiliary intersection point and the axial line (8a) being perpendicular to countershaft (8)，No. two subjective surveys line (6-2a) and No. two secondary survey line (7-2a) are in same plane；Main dial (11) is installed between main transverse axis (5) and support (4) corresponding site, secondary scale (12) is installed between countershaft (8) and pedestal (10) corresponding site；Rotating to be manually of above-mentioned horizontal rotation platform (2) and main transverse axis (5), rotating to be of countershaft (8) is electronic.
3. null3. a Novel total station，There is pedestal (1)、Horizontal rotation platform (2)、Support (4) and vertical pivot (9)，Support (4) is fixed on horizontal rotation platform (2)，Vertical pivot (9) is fixing with pedestal (1) to be connected，Horizontal rotation platform (2) is in upper and around vertical pivot (9) the axial line (9a) of pedestal (1) and rotates，Horizontal limb (3) is installed between vertical pivot (9) and horizontal rotation platform (2)，It is characterized in that: main transverse axis (5) that is that support (4) is provided with level and that can rotate around Pivot Point Center line，The axial line (5a) of main transverse axis (5) intersects with the axial line (9a) of vertical pivot (9)，Form main intersection point，Main transverse axis (5) is fixed with No. three main observation devices (6-3)，No. three main observation devices (6-3) are the telescope of an in-built CCD digital camera，Its collimation axis is called No. three subjective surveys line (6-3a)，No. three subjective surveys line (6-3a) are by main intersection point and the axial line (5a) being perpendicular to main transverse axis (5)，Main transverse axis (5) is provided with pedestal (10)，Pedestal (10) is provided with the countershaft (8) that can rotate around Pivot Point Center line，The axial line (8a) of countershaft (8) becomes spatial vertical with No. three subjective surveys line (6-3a)，And intersect vertically with the axial line (5a) of main transverse axis (5)，Form auxiliary intersection point，Countershaft (8) is fixed with No. three secondary observation devices (7-3)，No. three secondary observation devices (7-3) are the telescope of an in-built CCD digital camera，Its collimation axis is called No. three secondary survey line (7-3a)，No. three secondary survey line (7-3a) are by auxiliary intersection point and the axial line (8a) being perpendicular to countershaft (8)，No. three subjective surveys line (6-3a) and No. three secondary survey line (7-3a) are in same plane；Main dial (11) is installed between main transverse axis (5) and support (4) corresponding site, secondary scale (12) is installed between countershaft (8) and pedestal (10) corresponding site；Rotating to be of above-mentioned horizontal rotation platform (2), main transverse axis (5) and countershaft (8) is electronic.
4. null4. a Novel total station，There is pedestal (1)、Horizontal rotation platform (2)、Support (4) and vertical pivot (9)，Support (4) is fixed on horizontal rotation platform (2)，Vertical pivot (9) is fixing with pedestal (1) to be connected，Horizontal rotation platform (2) is in upper and around vertical pivot (9) the axial line (9a) of pedestal (1) and rotates，Horizontal limb (3) is installed between vertical pivot (9) and horizontal rotation platform (2)，It is characterized in that: main transverse axis (5) that is that support (4) is provided with level and that can rotate around Pivot Point Center line，The axial line (5a) of main transverse axis (5) intersects with the axial line (9a) of vertical pivot (9)，Form main intersection point，Main transverse axis (5) is fixed with No. four main observation devices (6-4)，No. four main observation devices (6-4) are a laser instrument，Its optical axis is called No. four subjective surveys line (6-4a)，No. four subjective surveys line (6-4a) are by main intersection point and the axial line (5a) being perpendicular to main transverse axis (5)，Main transverse axis (5) is provided with pedestal (10)，Pedestal (10) is provided with the countershaft (8) that can rotate around Pivot Point Center line，The axial line (8a) of countershaft (8) becomes spatial vertical with No. four subjective surveys line (6-4a)，And intersect vertically with the axial line (5a) of main transverse axis (5)，Form auxiliary intersection point，Countershaft (8) is fixed with No. four secondary observation devices (7-4)，No. four secondary observation devices (7-4) are a laser instrument，Its optical axis is called No. four secondary survey line (7-4a)，No. four secondary survey line (7-4a) are by auxiliary intersection point and the axial line (8a) being perpendicular to countershaft (8)，No. four subjective surveys line (6-4a) and No. four secondary survey line (7-4a) are in same plane；Main dial (11) is installed between main transverse axis (5) and support (4) corresponding site, secondary scale (12) is installed between countershaft (8) and pedestal (10) corresponding site；The rotation of above-mentioned horizontal rotation platform (2), main transverse axis (5) and countershaft (8) is manually.
5. null5. a Novel total station，There is pedestal (1)、Horizontal rotation platform (2)、Support (4) and vertical pivot (9)，Support (4) is fixed on horizontal rotation platform (2)，Vertical pivot (9) is fixing with pedestal (1) to be connected，Horizontal rotation platform (2) is in upper and around vertical pivot (9) the axial line (9a) of pedestal (1) and rotates，Horizontal limb (3) is installed between vertical pivot (9) and horizontal rotation platform (2)，It is characterized in that: main transverse axis (5) that is that support (4) is provided with level and that can rotate around Pivot Point Center line，The axial line (5a) of main transverse axis (5) intersects with the axial line (9a) of vertical pivot (9)，Form main intersection point，Main transverse axis (5) is fixed with No. five main observation devices (6-5)，No. five main observation devices (6-5) are a laser instrument，Its optical axis is called No. five subjective surveys line (6-5a)，No. five subjective surveys line (6-5a) are by main intersection point and the axial line (5a) being perpendicular to main transverse axis (5)，Main transverse axis (5) is provided with pedestal (10)，Pedestal (10) is provided with the countershaft (8) that can rotate around Pivot Point Center line，The axial line (8a) of countershaft (8) becomes spatial vertical with No. five subjective surveys line (6-5a)，And intersect vertically with the axial line (5a) of main transverse axis (5)，Form auxiliary intersection point，Countershaft (8) is fixed with No. five secondary observation devices (7-5)，No. five secondary survey line (7-5a) are a laser instrument，Its optical axis is called No. five secondary survey line (7-5a)，No. five secondary survey line (7-5a) are by auxiliary intersection point and the axial line (8a) being perpendicular to countershaft (8)，No. five subjective surveys line (6-5a) and No. five secondary survey line (7-5a) are in same plane；Main dial (11) is installed between main transverse axis (5) and support (4) corresponding site, secondary scale (12) is installed between countershaft (8) and pedestal (10) corresponding site；Rotating to be manually of above-mentioned horizontal rotation platform (2) and main transverse axis (5), rotating to be of countershaft (8) is electronic.
6. null6. a Novel total station，There is pedestal (1)、Horizontal rotation platform (2)、Support (4) and vertical pivot (9)，Support (4) is fixed on horizontal rotation platform (2)，Vertical pivot (9) is fixing with pedestal (1) to be connected，Horizontal rotation platform (2) is in upper and around vertical pivot (9) the axial line (9a) of pedestal (1) and rotates，Horizontal limb (3) is installed between vertical pivot (9) and horizontal rotation platform (2)，It is characterized in that: main transverse axis (5) that is that support (4) is provided with level and that can rotate around Pivot Point Center line，The axial line (5a) of main transverse axis (5) intersects with the axial line (9a) of vertical pivot (9)，Form main intersection point，Main transverse axis (5) is fixed with No. six main observation devices (6-6)，No. six main observation devices (6-6) are a laser instrument，Its optical axis is called No. six subjective surveys line (6-6a)，No. six subjective surveys line (6-6a) are by main intersection point and the axial line (5a) being perpendicular to main transverse axis (5)，Main transverse axis (5) is provided with pedestal (10)，Pedestal (10) is provided with the countershaft (8) that can rotate around Pivot Point Center line，The axial line (8a) of countershaft (8) becomes spatial vertical with No. six subjective surveys line (6-6a)，And intersect vertically with the axial line (5a) of main transverse axis (5)，Form auxiliary intersection point，Countershaft (8) is fixed with No. six secondary observation devices (7-6)，No. six secondary observation devices (7-6) are a laser instrument，Its optical axis is called No. six secondary survey line (7-6a)，No. six secondary survey line (7-6a) are by auxiliary intersection point and the axial line (8a) being perpendicular to countershaft (8)，No. six subjective surveys line (6-6a) and No. six secondary survey line (7-6a) are in same plane；Main dial (11) is installed between main transverse axis (5) and support (4) corresponding site, secondary scale (12) is installed between countershaft (8) and pedestal (10) corresponding site；The rotation of above-mentioned horizontal rotation platform (2), main transverse axis (5) and countershaft (8) is electronic.
7. null7. a Novel total station，There is pedestal (1)、Horizontal rotation platform (2)、Support (4) and vertical pivot (9)，Support (4) is fixed on horizontal rotation platform (2)，Vertical pivot (9) is fixing with pedestal (1) to be connected，Horizontal rotation platform (2) is in upper and around vertical pivot (9) the axial line (9a) of pedestal (1) and rotates，Horizontal limb (3) is installed between vertical pivot (9) and horizontal rotation platform (2)，It is characterized in that: main transverse axis (5) that is that support (4) is provided with level and that can rotate around Pivot Point Center line，The axial line (5a) of main transverse axis (5) intersects with the axial line (9a) of vertical pivot (9)，Form main intersection point，Main transverse axis (5) is fixed with No. seven main observation devices (6-7)，No. seven main observation devices (6-7) are a telescope，Its collimation axis is called No. seven subjective surveys line (6-7a)，No. seven subjective surveys line (6-7a) are by main intersection point and the axial line (5a) being perpendicular to main transverse axis (5)，Main transverse axis (5) is provided with pedestal (10)，Pedestal (10) is provided with the countershaft (8) that can rotate around Pivot Point Center line，The axial line (8a) of countershaft (8) becomes spatial vertical with No. seven subjective surveys line (6-7a)，And intersect vertically with the axial line (5a) of main transverse axis (5)，Form auxiliary intersection point，Countershaft (8) is fixed with No. seven secondary observation devices (7-7)，No. seven secondary observation devices (7-7) are a laser instrument，Its optical axis is called No. seven secondary survey line (7-7a)，No. seven secondary survey line (7-7a) are by auxiliary intersection point and the axial line (8a) being perpendicular to countershaft (8)，No. seven subjective surveys line (6-7a) and No. seven secondary survey line (7-7a) are in same plane；Main dial (11) is installed between main transverse axis (5) and support (4) corresponding site, secondary scale (12) is installed between countershaft (8) and pedestal (10) corresponding site；The rotation of above-mentioned horizontal rotation platform (2), main transverse axis (5) and countershaft (8) is manually.
8. null8. a Novel total station，There is pedestal (1)、Horizontal rotation platform (2)、Support (4) and vertical pivot (9)，Support (4) is fixed on horizontal rotation platform (2)，Vertical pivot (9) is fixing with pedestal (1) to be connected，Horizontal rotation platform (2) is in upper and around vertical pivot (9) the axial line (9a) of pedestal (1) and rotates，Horizontal limb (3) is installed between vertical pivot (9) and horizontal rotation platform (2)，It is characterized in that: main transverse axis (5) that is that support (4) is provided with level and that can rotate around Pivot Point Center line，The axial line (5a) of main transverse axis (5) intersects with the axial line (9a) of vertical pivot (9)，Form main intersection point，Main transverse axis (5) is fixed with No. eight main observation devices (6-8)，No. eight main observation devices (6-8) are the telescope of an in-built CCD digital camera，Its collimation axis is called No. eight subjective surveys line (6-8a)，No. eight subjective surveys line (6-8a) are by main intersection point and the axial line (5a) being perpendicular to main transverse axis (5)，Main transverse axis (5) is provided with pedestal (10)，Pedestal (10) is provided with the countershaft (8) that can rotate around Pivot Point Center line，The axial line (8a) of countershaft (8) becomes spatial vertical with No. eight subjective surveys line (6-8a)，And intersect vertically with the axial line (5a) of main transverse axis (5)，Form auxiliary intersection point，Countershaft (8) is fixed with No. eight secondary observation devices (7-8)，No. eight secondary observation devices (7-8) are a laser instrument，Its optical axis is called No. eight secondary survey line (7-8a)，No. eight secondary survey line (7-8a) are by auxiliary intersection point and the axial line (8a) being perpendicular to countershaft (8)，No. eight subjective surveys line (6-8a) and No. eight secondary survey line (7-8a) are in same plane；Main dial (11) is installed between main transverse axis (5) and support (4) corresponding site, secondary scale (12) is installed between countershaft (8) and pedestal (10) corresponding site；The rotation of above-mentioned horizontal rotation platform (2), main transverse axis (5) and countershaft (8) is manually.
9. null9. a Novel total station，There is pedestal (1)、Horizontal rotation platform (2)、Support (4) and vertical pivot (9)，Support (4) is fixed on horizontal rotation platform (2)，Vertical pivot (9) is fixing with pedestal (1) to be connected，Horizontal rotation platform (2) is in upper and around vertical pivot (9) the axial line (9a) of pedestal (1) and rotates，Horizontal limb (3) is installed between vertical pivot (9) and horizontal rotation platform (2)，It is characterized in that: main transverse axis (5) that is that support (4) is provided with level and that can rotate around Pivot Point Center line，The axial line (5a) of main transverse axis (5) intersects with the axial line (9a) of vertical pivot (9)，Form main intersection point，Main transverse axis (5) is fixed with No. nine main observation devices (6-9)，No. nine main observation devices (6-9) are the telescope of an in-built CCD digital camera，Its collimation axis is called No. nine subjective surveys line (6-9a)，No. nine subjective surveys line (6-9a) are by main intersection point and the axial line (5a) being perpendicular to main transverse axis (5)，Main transverse axis (5) is provided with pedestal (10)，Pedestal (10) is provided with the countershaft (8) that can rotate around Pivot Point Center line，The axial line (8a) of countershaft (8) becomes spatial vertical with No. nine subjective surveys line (6-9a)，And intersect vertically with the axial line (5a) of main transverse axis (5)，Form auxiliary intersection point，Countershaft (8) is fixed with No. nine secondary observation devices (7-9)，No. nine secondary observation devices (7-9) are a laser instrument，Its optical axis is called No. nine secondary survey line (7-9a)，No. nine secondary survey line (7-9a) are by auxiliary intersection point and the axial line (8a) being perpendicular to countershaft (8)，No. nine subjective surveys line (6-9a) and No. nine secondary survey line (7-9a) are in same plane；Main dial (11) is installed between main transverse axis (5) and support (4) corresponding site, secondary scale (12) is installed between countershaft (8) and pedestal (10) corresponding site；Rotating to be manually of above-mentioned horizontal rotation platform (2) and main transverse axis (5), rotating to be of countershaft (8) is electronic.
10. null10. a Novel total station，There is pedestal (1)、Horizontal rotation platform (2)、Support (4) and vertical pivot (9)，Support (4) is fixed on horizontal rotation platform (2)，Vertical pivot (9) is fixing with pedestal (1) to be connected，Horizontal rotation platform (2) is in upper and around vertical pivot (9) the axial line (9a) of pedestal (1) and rotates，Horizontal limb (3) is installed between vertical pivot (9) and horizontal rotation platform (2)，It is characterized in that: main transverse axis (5) that is that support (4) is provided with level and that can rotate around Pivot Point Center line，The axial line (5a) of main transverse axis (5) intersects with the axial line (9a) of vertical pivot (9)，Form main intersection point，Main transverse axis (5) is fixed with No. ten main observation devices (6-10)，No. ten main observation devices (6-10) are the telescope of a built-in optical axis laser instrument，Its collimation axis is called No. ten subjective surveys line (6-10a)，No. ten subjective surveys line (6-10a) are by main intersection point and the axial line (5a) being perpendicular to main transverse axis (5)，Main transverse axis (5) is provided with pedestal (10)，Pedestal (10) is provided with the countershaft (8) that can rotate around Pivot Point Center line，The axial line (8a) of countershaft (8) becomes spatial vertical with No. ten subjective surveys line (6-10a)，And intersect vertically with the axial line (5a) of main transverse axis (5)，Form auxiliary intersection point，Countershaft (8) is fixed with No. ten secondary observation devices (7-10)，No. ten secondary observation devices (7-10) are a telescope，Its collimation axis is called No. ten secondary survey line (7-10a)，No. ten secondary survey line (7-10a) are by auxiliary intersection point and the axial line (8a) being perpendicular to countershaft (8)，No. ten subjective surveys line (6-10a) and No. ten secondary survey line (7-10a) are in same plane；Main dial (11) is installed between main transverse axis (5) and support (4) corresponding site, secondary scale (12) is installed between countershaft (8) and pedestal (10) corresponding site；The rotation of above-mentioned horizontal rotation platform (2), main transverse axis (5) and countershaft (8) is manually.
11. null11. a Novel total station，There is pedestal (1)、Horizontal rotation platform (2)、Support (4) and vertical pivot (9)，Support (4) is fixed on horizontal rotation platform (2)，Vertical pivot (9) is fixing with pedestal (1) to be connected，Horizontal rotation platform (2) is in upper and around vertical pivot (9) the axial line (9a) of pedestal (1) and rotates，Horizontal limb (3) is installed between vertical pivot (9) and horizontal rotation platform (2)，It is characterized in that: main transverse axis (5) that is that support (4) is provided with level and that can rotate around Pivot Point Center line，The axial line (5a) of main transverse axis (5) intersects with the axial line (9a) of vertical pivot (9)，Form main intersection point，Main transverse axis (5) is fixed with the main observation device of ride on Bus No. 11 (6-11)，The main observation device of ride on Bus No. 11 (6-11) is the telescope of a built-in coaxial laser instrument，Its collimation axis is called ride on Bus No. 11 subjectivity survey line (6-11a)，Ride on Bus No. 11 subjectivity survey line (6-11a) is by main intersection point and the axial line (5a) being perpendicular to main transverse axis (5)，Main transverse axis (5) is provided with pedestal (10)，Pedestal (10) is provided with the countershaft (8) that can rotate around Pivot Point Center line，The axial line (8a) of countershaft (8) becomes spatial vertical with ride on Bus No. 11 subjectivity survey line (6-11a)，And intersect vertically with the axial line (5a) of main transverse axis (5)，Form auxiliary intersection point，Countershaft (8) is fixed with ride on Bus No. 11 pair observation device (7-11)，Ride on Bus No. 11 pair observation device (7-11) is the telescope of an in-built CCD digital camera，Its collimation axis is called ride on Bus No. 11 pair survey line (7-11a)，Ride on Bus No. 11 pair survey line (7-11a) is by auxiliary intersection point and the axial line (8a) being perpendicular to countershaft (8)，Ride on Bus No. 11 subjectivity survey line (6-11a) and ride on Bus No. 11 pair survey line (7-11a) are in same plane；Main dial (11) is installed between main transverse axis (5) and support (4) corresponding site, secondary scale (12) is installed between countershaft (8) and pedestal (10) corresponding site；The rotation of above-mentioned horizontal rotation platform (2), main transverse axis (5) and countershaft (8) is manually.
12. null12. a Novel total station，There is pedestal (1)、Horizontal rotation platform (2)、Support (4) and vertical pivot (9)，Support (4) is fixed on horizontal rotation platform (2)，Vertical pivot (9) is fixing with pedestal (1) to be connected，Horizontal rotation platform (2) is in upper and around vertical pivot (9) the axial line (9a) of pedestal (1) and rotates，Horizontal limb (3) is installed between vertical pivot (9) and horizontal rotation platform (2)，It is characterized in that: main transverse axis (5) that is that support (4) is provided with level and that can rotate around Pivot Point Center line，The axial line (5a) of main transverse axis (5) intersects with the axial line (9a) of vertical pivot (9)，Form main intersection point，Main transverse axis (5) is fixed with ten No. two main observation devices (6-12)，Ten No. two main observation devices (6-12) are the telescope of a built-in coaxial laser instrument，Its collimation axis is called ten No. two subjective surveys line (6-12a)，Ten No. two subjective surveys line (6-12a) are by main intersection point and the axial line (5a) being perpendicular to main transverse axis (5)，Main transverse axis (5) is provided with pedestal (10)，Pedestal (10) is provided with the countershaft (8) that can rotate around Pivot Point Center line，The axial line (8a) of countershaft (8) becomes spatial vertical with ten No. two subjective surveys line (6-12a)，And intersect vertically with the axial line (5a) of main transverse axis (5)，Form auxiliary intersection point，Countershaft (8) is fixed with ten No. two secondary observation devices (7-12)，Ten No. two secondary observation devices (7-12) are the telescope of an in-built CCD digital camera，Its collimation axis is called ten No. two secondary survey line (7-12a)，Ten No. two secondary survey line (7-12a) are by auxiliary intersection point and the axial line (8a) being perpendicular to countershaft (8)，Ten No. two subjective surveys line (6-12a) and ten No. two secondary survey line (7-12a) are in same plane；Main dial (11) is installed between main transverse axis (5) and support (4) corresponding site, secondary scale (12) is installed between countershaft (8) and pedestal (10) corresponding site；Rotating to be manually of above-mentioned horizontal rotation platform (2) and main transverse axis (5), rotating to be of countershaft (8) is electronic.
13. null13. a Novel total station，There is pedestal (1)、Horizontal rotation platform (2)、Support (4) and vertical pivot (9)，Support (4) is fixed on horizontal rotation platform (2)，Vertical pivot (9) is fixing with pedestal (1) to be connected，Horizontal rotation platform (2) is in upper and around vertical pivot (9) the axial line (9a) of pedestal (1) and rotates，Horizontal limb (3) is installed between vertical pivot (9) and horizontal rotation platform (2)，It is characterized in that: main transverse axis (5) that is that support (4) is provided with level and that can rotate around Pivot Point Center line，The axial line (5a) of main transverse axis (5) intersects with the axial line (9a) of vertical pivot (9)，Form main intersection point，Main transverse axis (5) is fixed with ten No. three main observation devices (6-13)，Ten No. three main observation devices (6-13) are the telescope of a built-in coaxial laser instrument，Its collimation axis is called ten No. three subjective surveys line (6-13a)，Ten No. three subjective surveys line (6-13a) are by main intersection point and the axial line (5a) being perpendicular to main transverse axis (5)，Main transverse axis (5) is provided with pedestal (10)，Pedestal (10) is provided with the countershaft (8) that can rotate around Pivot Point Center line，The axial line (8a) of countershaft (8) becomes spatial vertical with ten No. three subjective surveys line (6-13a)，And intersect vertically with the axial line (5a) of main transverse axis (5)，Form auxiliary intersection point，Countershaft (8) is fixed with ten No. three secondary observation devices (7-13)，Ten No. three secondary observation devices (7-13) are a laser instrument，Its optical axis is called ten No. three secondary survey line (7-13a)，Ten No. three secondary survey line (7-13a) are by auxiliary intersection point and the axial line (8a) being perpendicular to countershaft (8)，Ten No. three subjective surveys line (6-13a) and ten No. three secondary survey line (7-13a) are in same plane；At support (4) upper installation CCD digital camera (14)；Main dial (11) is installed between main transverse axis (5) and support (4) corresponding site, secondary scale (12) is installed between countershaft (8) and pedestal (10) corresponding site；The rotation of above-mentioned horizontal rotation platform (2), main transverse axis (5) and countershaft (8) is manually.
14. null14. a Novel total station，There is pedestal (1)、Horizontal rotation platform (2)、Support (4) and vertical pivot (9)，Support (4) is fixed on horizontal rotation platform (2)，Vertical pivot (9) is fixing with pedestal (1) to be connected，Horizontal rotation platform (2) is in upper and around vertical pivot (9) the axial line (9a) of pedestal (1) and rotates，Horizontal limb (3) is installed between vertical pivot (9) and horizontal rotation platform (2)，It is characterized in that: main transverse axis (5) that is that support (4) is provided with level and that can rotate around Pivot Point Center line，The axial line (5a) of main transverse axis (5) intersects with the axial line (9a) of vertical pivot (9)，Form main intersection point，Main transverse axis (5) is fixed with ten No. four main observation devices (6-14)，Ten No. four main observation devices (6-14) are the telescope of a built-in coaxial laser instrument，Its collimation axis is called ten No. four subjective surveys line (6-14a)，Ten No. four subjective surveys line (6-14a) are by main intersection point and the axial line (5a) being perpendicular to main transverse axis (5)，Main transverse axis (5) is provided with pedestal (10)，Pedestal (10) is provided with the countershaft (8) that can rotate around Pivot Point Center line，The axial line (8a) of countershaft (8) becomes spatial vertical with ten No. four subjective surveys line (6-14a)，And intersect vertically with the axial line (5a) of main transverse axis (5)，Form auxiliary intersection point，Countershaft (8) is fixed with ten No. four secondary observation devices (7-14)，Ten No. four secondary observation devices (7-14) are a laser instrument，Its optical axis is called ten No. four secondary survey line (7-14a)，Ten No. four secondary survey line (7-14a) are by auxiliary intersection point and the axial line (8a) being perpendicular to countershaft (8)，Ten No. four subjective surveys line (6-14a) and ten No. four secondary survey line (7-14a) are in same plane；At support (4) upper installation CCD digital camera (14)；Main dial (11) is installed between main transverse axis (5) and support (4) corresponding site, secondary scale (12) is installed between countershaft (8) and pedestal (10) corresponding site；Rotating to be manually of above-mentioned horizontal rotation platform (2) and main transverse axis (5), rotating to be of countershaft (8) is electronic.