CN105758373A

CN105758373A - Novel range finder

Info

Publication number: CN105758373A
Application number: CN201510522903.0A
Authority: CN
Inventors: 刘浏; 范真
Original assignee: Jiangsu University of Technology
Current assignee: Jiangsu University of Technology
Priority date: 2015-08-24
Filing date: 2015-08-24
Publication date: 2016-07-13

Abstract

A novel distance measuring instrument comprises a base, a horizontal rotary platform, a support and a vertical shaft, wherein a horizontal main transverse shaft capable of rotating around the axis of the support is arranged on the support, and a first main measuring device is fixed on the main transverse shaft; the main transverse shaft is provided with a shaft bracket, and the shaft bracket is provided with an auxiliary shaft which can rotate around the axis of the shaft bracket; a first auxiliary observation device is fixed on the auxiliary shaft; the first main measuring line and the first auxiliary observing line are positioned on the same plane; a dial is mounted between the countershaft and the corresponding portion of the pedestal. The invention has relatively simple structure, accurate measurement and convenient operation, the distance measurement process of the invention is irrelevant to the speed of light, the atmospheric conditions such as temperature, air pressure, humidity and the like do not need to be measured again during measurement, and the instrument does not need to be corrected before measurement, so that the electronic system of the distance meter is simplified. As a detection instrument, the photoelectric distance measuring system of the distance measuring instrument is simplified in verification. When in measurement, the atmospheric conditions such as temperature, air pressure, humidity and the like do not need to be measured.

Description

Novel measuring distance meter

Technical field

The present invention relates to diastimeter.

Background technology

Range finding, is one of most basic measure the item.Total powerstation is to apply extremely wide instrument of surveying and mapping.Certain impact point can be found range and angle measurement by total powerstation at survey station point simultaneously, it is thus achieved that distance, horizontal angle, three master datas of vertical angle.Total powerstation overall structure is divided into two large divisions: pedestal and alidade.The telescope of alidade, it is possible in horizontal plane and carry out 3600 rotations in vertical, it is simple to sight target.Pedestal is used for the leveling of instrument and the connection of spider.The cooperative target of total powerstation is most commonly seen with prism.Wherein, prism is generally connected installation by pedestal with spider, and the conventional centering rod of single prism and support are installed.Referring to Li Zeqiu chief editor, publishing house of Wuhan University of Technology publishes it " total station survey technology " in July, 2012,2.1 joints, p14-p15.

During measurement, at survey station point, total powerstation centering flattens, and at impact point, prism centering flattens.When target sighted by telescope, the horizontal limb degree of total powerstation provides horizontal angle and the vertical angle of the relative survey station point of impact point respectively with vertical circle.Li Zeqiu edits, and publishing house of Wuhan University of Technology publishes it " total station survey technology " in July, 2012,1.2 joints, and p7-p9 describes three kinds of scales such as coded circle, grating circle, dynamic scale.

Total powerstation is built-in infrared generator and receptor in telescope, it is possible to launch the infrared light coaxial with telescope optic axis.If there being non-prism to measure the total powerstation of function, the interior also built-in laser instrument of telescope, it is possible to launch the red color visible laser coaxial with telescope optic axis.By measuring light wave two-way time on testing distance, tested distance can be obtained.Seeing that He Baoxi edits, the Yellow River water conservancy publishing house publishes it " total station survey technology " p23, p27 in August, 2005.

He Baoxi edits, and the Yellow River water conservancy publishing house publishes its " total station survey technology " chapter 2 second section in August, 2005, describes the range measurement principle of current total powerstation, mainly impulse method, ranging phase method, is required for the complicated electronic system of correspondence.Impulse method is found range, and the pulse that directly mensuration diastimeter sends comes and goes the time of tested distance.According to Ye Xiaoming, Ling Mozhu, publishing house of Wuhan University publishes it " total powerstation errors of principles " p8 in March, 2004, even if the clock frequency for timing has atomic little error, also results in very big measurement error.Such as clock frequency is 100MHz, even if there being ± the frequency error of 1Hz, range error is also up to ± 1.5m.So impulse method certainty of measurement is low, it is mainly used in long-range low measure of precision.Ranging phase method, its principle is that the phase place change produced by measuring continuous print modulation signal to come and go on testing distance carrys out the indirect determination propagation time, thus trying to achieve propagation distance.Ranging phase method, relate to control and the computing of complexity, such as survey chi conversion and control, light path converting control, dim light automatically controls, survey phase rhythm (sequencing contro), phase place distance transform, coarse-fine chi distance Linking operation etc. (see Ye Xiaoming, Ling Mozhu, publishing house of Wuhan University publishes it " total powerstation errors of principles " p15 in March, 2004).The electronic system measured is complicated more than impulse method.Thus can cause a lot of problem.Ye Xiaoming, Ling Mozhu, publishing house of Wuhan University publishes it " the total powerstation errors of principles " p42 the 3rd chapter in March, 2004 and has analyzed, same frequency photoelectricity in such as circuit harasses the circular error that signal causes, the error that inner quartz crystal oscillator temperature influence causes.Li Guangyun, Li Zongchun edit, and Mapping Press publishes it " industrial measuring system principle and application " p134 in January, 2011, also mentions actual range frequency and the inconsistent range error problem caused of design frequency.

Having a problem that range accuracy is most important, no matter pulse ranging or phase ranging, its range accuracy both depends on the accurate measurement to the light velocity in air.And in actual measurement process, the light velocity is subject to the situation impacts such as atmospheric temperature, humidity, air pressure, it is necessary to measure these meteorologic parameters in advance, and carry out the atmospheric correction being correlated with.Editing according to Li Zeqiu, publishing house of Wuhan University of Technology publishes it " total station survey technology " p22 in July, 2012, the atmospheric correction of total powerstation also with this total powerstation used by the find range wavelength of light wave relevant.

Summary of the invention

It is an object of the invention to propose a kind of measure accurate, easy to operate novel measuring distance meter.

For reaching above-mentioned purpose, the present invention takes one of technical scheme as follows: the present invention has pedestal, horizontal rotation platform, support and vertical pivot, support is fixed on horizontal rotation platform, vertical pivot is fixing with pedestal to be connected, horizontal rotation platform is on pedestal and rotates around the axial line of vertical pivot, main transverse axis that is that support is provided with level and that can rotate around Pivot Point Center line, the axial line of main transverse axis intersects with the axial line of vertical pivot, form main intersection point, main transverse axis is fixed with a main observation device, a number main observation device is a telescope, its collimation axis is called a subjective survey line；A number subjective survey line is by main intersection point and the axial line being perpendicular to main transverse axis, main transverse axis is provided with pedestal, pedestal is provided with the countershaft that can rotate around Pivot Point Center line, the axial line of countershaft and a subjective survey line become spatial vertical, and intersect vertically with the axial line of main transverse axis, form auxiliary intersection point, countershaft is fixed with a secondary observation device, a number secondary observation device is a telescope, and its collimation axis is called a secondary survey line；A number secondary survey line is by auxiliary intersection point and the axial line being perpendicular to countershaft；A number subjective survey line and a secondary survey line are in same plane；Scale is installed between countershaft and pedestal corresponding site；The rotation of above-mentioned horizontal rotation platform, main transverse axis and countershaft is manually.

nullFor reaching above-mentioned purpose，The present invention takes the two as follows of technical scheme: the present invention has pedestal、Horizontal rotation platform、Support and vertical pivot，Support is fixed on horizontal rotation platform，Vertical pivot is fixing with pedestal to be connected，Horizontal rotation platform is on pedestal and rotates around the axial line of vertical pivot，Main transverse axis that is that support is provided with level and that can rotate around Pivot Point Center line，The axial line of main transverse axis intersects with the axial line of vertical pivot，Form main intersection point，Main transverse axis is fixed with No. two main observation devices，No. two main observation devices are a telescope，Its collimation axis is called No. two subjective surveys line，No. two subjective surveys line are by main intersection point and the axial line being perpendicular to main transverse axis，Main transverse axis is provided with pedestal，Pedestal is provided with the countershaft that can rotate around Pivot Point Center line，The axial line of countershaft and No. two subjective surveys line become spatial vertical，And intersect vertically with the axial line of main transverse axis，Form auxiliary intersection point，Countershaft is fixed with No. two secondary observation devices，No. two secondary observation devices are the telescope of an in-built CCD digital camera，Its collimation axis is called No. two secondary survey line，No. two secondary survey line are by auxiliary intersection point and the axial line being perpendicular to countershaft，No. two subjective surveys line and No. two secondary survey line are in same plane；Scale is installed between countershaft and pedestal corresponding site；Above-mentioned horizontal rotation platform and main transverse axis rotate to be manually, rotating to be of countershaft is electronic.

nullFor reaching above-mentioned purpose，The present invention takes the three as follows of technical scheme: the present invention has pedestal、Horizontal rotation platform、Support and vertical pivot，Support is fixed on horizontal rotation platform，Vertical pivot is fixing with pedestal to be connected，Horizontal rotation platform is on pedestal and rotates around the axial line of vertical pivot，Main transverse axis that is that support is provided with level and that can rotate around Pivot Point Center line，The axial line of main transverse axis intersects with the axial line of vertical pivot，Form main intersection point，Main transverse axis is fixed with No. three main observation devices，No. three main observation devices are the telescope of an in-built CCD digital camera，Its collimation axis is called No. three subjective surveys line，No. three subjective surveys line are by main intersection point and the axial line being perpendicular to main transverse axis，Main transverse axis is provided with pedestal，Pedestal is provided with the countershaft that can rotate around Pivot Point Center line，The axial line of countershaft and No. three subjective surveys line become spatial vertical，And intersect vertically with the axial line of main transverse axis，Form auxiliary intersection point，Countershaft is fixed with No. three secondary observation devices，No. three secondary observation devices are the telescope of an in-built CCD digital camera，Its collimation axis is called No. three secondary survey line，No. three secondary survey line are by auxiliary intersection point and the axial line being perpendicular to countershaft，No. three subjective surveys line and No. three secondary survey line are in same plane；Scale is installed between countershaft and pedestal corresponding site；The rotation of above-mentioned horizontal rotation platform, main transverse axis and countershaft is electronic.

nullFor reaching above-mentioned purpose，The present invention takes the four as follows of technical scheme: the present invention has pedestal、Horizontal rotation platform、Support and vertical pivot，Support is fixed on horizontal rotation platform，Vertical pivot is fixing with pedestal to be connected，Horizontal rotation platform is on pedestal and rotates around the axial line of vertical pivot，Main transverse axis that is that support is provided with level and that can rotate around Pivot Point Center line，The axial line of main transverse axis intersects with the axial line of vertical pivot，Form main intersection point，Main transverse axis is fixed with No. four main observation devices，No. four main observation devices are a laser instrument，Its optical axis is called No. four subjective surveys line，No. four subjective surveys line are by main intersection point and the axial line being perpendicular to main transverse axis，Main transverse axis is provided with pedestal，Pedestal is provided with the countershaft that can rotate around Pivot Point Center line，The axial line of countershaft and No. four subjective surveys line become spatial vertical，And intersect vertically with the axial line of main transverse axis，Form auxiliary intersection point，Countershaft is fixed with No. four secondary observation devices，No. four secondary observation devices are a laser instrument，Its optical axis is called No. four secondary survey line，No. four secondary survey line are by auxiliary intersection point and the axial line being perpendicular to countershaft，No. four subjective surveys line and No. four secondary survey line are in same plane；Scale is installed between countershaft and pedestal corresponding site；The rotation of above-mentioned horizontal rotation platform, main transverse axis and countershaft is manually.

nullFor reaching above-mentioned purpose，The present invention takes the five as follows of technical scheme: the present invention has pedestal、Horizontal rotation platform、Support and vertical pivot，Support is fixed on horizontal rotation platform，Vertical pivot is fixing with pedestal to be connected，Horizontal rotation platform is on pedestal and rotates around the axial line of vertical pivot，Main transverse axis that is that support is provided with level and that can rotate around Pivot Point Center line，The axial line of main transverse axis intersects with the axial line of vertical pivot，Form main intersection point，Main transverse axis is fixed with No. five main observation devices，No. five main observation devices are a laser instrument，Its optical axis is called No. five subjective surveys line，No. five subjective surveys line are by main intersection point and the axial line being perpendicular to main transverse axis，Main transverse axis is provided with pedestal，Pedestal is provided with the countershaft that can rotate around Pivot Point Center line，The axial line of countershaft and No. five subjective surveys line become spatial vertical，And intersect vertically with the axial line of main transverse axis，Form auxiliary intersection point，Countershaft is fixed with No. five secondary observation devices，No. five secondary observation devices are a laser instrument，Its optical axis is called No. five secondary survey line，No. five secondary survey line are by auxiliary intersection point and the axial line being perpendicular to countershaft，No. five subjective surveys line and No. five secondary survey line are in same plane；Scale is installed between countershaft and pedestal corresponding site；Rotating to be manually of above-mentioned horizontal rotation platform and main transverse axis, rotating to be of countershaft is electronic.

nullFor reaching above-mentioned purpose，The present invention takes the six as follows of technical scheme: the present invention has pedestal、Horizontal rotation platform、Support and vertical pivot，Support is fixed on horizontal rotation platform，Vertical pivot is fixing with pedestal to be connected，Horizontal rotation platform is on pedestal and rotates around the axial line of vertical pivot，Main transverse axis that is that support is provided with level and that can rotate around Pivot Point Center line，The axial line of main transverse axis intersects with the axial line of vertical pivot，Form main intersection point，Main transverse axis is fixed with No. six main observation devices，No. six main observation devices are a laser instrument，Its optical axis is called No. six subjective surveys line，No. six subjective surveys line are by main intersection point and the axial line being perpendicular to main transverse axis，Main transverse axis is provided with pedestal，Pedestal is provided with the countershaft that can rotate around Pivot Point Center line，The axial line of countershaft and No. six subjective surveys line become spatial vertical，And intersect vertically with the axial line of main transverse axis，Form auxiliary intersection point，Countershaft is fixed with No. six secondary observation devices，No. six secondary observation devices are a laser instrument，Its optical axis is called No. six secondary survey line，No. six secondary survey line are by auxiliary intersection point and the axial line being perpendicular to countershaft，No. six subjective surveys line and No. six secondary survey line are in same plane；Scale is installed between countershaft and pedestal corresponding site；Rotating to be of above-mentioned horizontal rotation platform, main transverse axis and countershaft is electronic.

nullFor reaching above-mentioned purpose，The present invention takes the seven as follows of technical scheme: the present invention has pedestal、Horizontal rotation platform、Support and vertical pivot，Support is fixed on horizontal rotation platform，Vertical pivot is fixing with pedestal to be connected，Horizontal rotation platform is on pedestal and rotates around the axial line of vertical pivot，Main transverse axis that is that support is provided with level and that can rotate around Pivot Point Center line，The axial line of main transverse axis intersects with the axial line of vertical pivot，Form main intersection point，Main transverse axis is fixed with No. seven main observation devices，No. seven main observation devices are a telescope，Its collimation axis is called No. seven subjective surveys line，No. seven subjective surveys line are by main intersection point and the axial line being perpendicular to main transverse axis，Main transverse axis is provided with pedestal，Pedestal is provided with the countershaft that can rotate around Pivot Point Center line，The axial line of countershaft and No. seven subjective surveys line become spatial vertical，And intersect vertically with the axial line of main transverse axis，Form auxiliary intersection point，Countershaft is fixed with No. seven secondary observation devices，No. seven secondary observation devices are a laser instrument，Its optical axis is called No. seven secondary survey line，No. seven secondary survey line are by auxiliary intersection point and the axial line being perpendicular to countershaft，No. seven subjective surveys line and No. seven secondary survey line are in same plane；Scale is installed between countershaft and pedestal corresponding site；The rotation of above-mentioned horizontal rotation platform, main transverse axis and countershaft is manually.

nullFor reaching above-mentioned purpose，The present invention takes the eight as follows of technical scheme: the present invention has pedestal、Horizontal rotation platform、Support and vertical pivot，Support is fixed on horizontal rotation platform，Vertical pivot is fixing with pedestal to be connected，Horizontal rotation platform is on pedestal and rotates around the axial line of vertical pivot，Main transverse axis that is that support is provided with level and that can rotate around Pivot Point Center line，The axial line of main transverse axis intersects with the axial line of vertical pivot，Form main intersection point，Main transverse axis is fixed with No. eight main observation devices，No. eight main observation devices are the telescope of an in-built CCD digital camera，Its collimation axis is called No. eight subjective surveys line，No. eight subjective surveys line are by main intersection point and the axial line being perpendicular to main transverse axis，Main transverse axis is provided with pedestal，Pedestal is provided with the countershaft that can rotate around Pivot Point Center line，The axial line of countershaft and No. eight subjective surveys line become spatial vertical，And intersect vertically with the axial line of main transverse axis，Form auxiliary intersection point，Countershaft is fixed with No. eight secondary observation devices，No. eight secondary observation devices are a laser instrument，Its optical axis is called No. eight secondary survey line，No. eight secondary survey line are by auxiliary intersection point and the axial line being perpendicular to countershaft，No. eight subjective surveys line and No. eight secondary survey line are in same plane；Scale is installed between countershaft and pedestal corresponding site；The rotation of above-mentioned horizontal rotation platform, main transverse axis and countershaft is manually.

nullFor reaching above-mentioned purpose，The present invention takes the nine as follows of technical scheme: the present invention has pedestal、Horizontal rotation platform、Support and vertical pivot，Support is fixed on horizontal rotation platform，Vertical pivot is fixing with pedestal to be connected，Horizontal rotation platform is on pedestal and rotates around the axial line of vertical pivot，Main transverse axis that is that support is provided with level and that can rotate around Pivot Point Center line，The axial line of main transverse axis intersects with the axial line of vertical pivot，Form main intersection point，Main transverse axis is fixed with No. nine main observation devices，No. nine main observation devices are the telescope of an in-built CCD digital camera，Its collimation axis is called No. nine subjective surveys line，No. nine subjective surveys line are by main intersection point and the axial line being perpendicular to main transverse axis，Main transverse axis is provided with pedestal，Pedestal is provided with the countershaft that can rotate around Pivot Point Center line，The axial line of countershaft and No. nine subjective surveys line become spatial vertical，And intersect vertically with the axial line of main transverse axis，Form auxiliary intersection point，Countershaft is fixed with No. nine secondary observation devices，No. nine secondary observation devices are a laser instrument，Its optical axis is called No. nine secondary survey line，No. nine secondary survey line are by auxiliary intersection point and the axial line being perpendicular to countershaft，No. nine subjective surveys line and No. nine secondary survey line are in same plane；Scale is installed between countershaft and pedestal corresponding site；Rotating to be manually of above-mentioned horizontal rotation platform and main transverse axis, rotating to be of countershaft is electronic.

nullFor reaching above-mentioned purpose，The present invention takes the ten as follows of technical scheme: the present invention has pedestal、Horizontal rotation platform、Support and vertical pivot，Support is fixed on horizontal rotation platform，Vertical pivot is fixing with pedestal to be connected，Horizontal rotation platform is on pedestal and rotates around the axial line of vertical pivot，Main transverse axis that is that support is provided with level and that can rotate around Pivot Point Center line，The axial line of main transverse axis intersects with the axial line of vertical pivot，Form main intersection point，Main transverse axis is fixed with No. ten main observation devices，No. ten main observation devices are the telescope of a built-in optical axis laser instrument，Its collimation axis is called No. ten subjective surveys line，No. ten subjective surveys line are by main intersection point and the axial line being perpendicular to main transverse axis，Main transverse axis is provided with pedestal，Pedestal is provided with the countershaft that can rotate around Pivot Point Center line，The axial line of countershaft and No. ten subjective surveys line become spatial vertical，And intersect vertically with the axial line of main transverse axis，Form auxiliary intersection point，Countershaft is fixed with No. ten secondary observation devices，No. ten secondary observation devices are a telescope，Its collimation axis is called No. ten secondary survey line，No. ten secondary survey line are by auxiliary intersection point and the axial line being perpendicular to countershaft，No. ten subjective surveys line and No. ten secondary survey line are in same plane；Scale is installed between countershaft and pedestal corresponding site；The rotation of above-mentioned horizontal rotation platform, main transverse axis and countershaft is manually.

nullFor reaching above-mentioned purpose，The present invention takes the 11 as follows of technical scheme: the present invention has pedestal、Horizontal rotation platform、Support and vertical pivot，Support is fixed on horizontal rotation platform，Vertical pivot is fixing with pedestal to be connected，Horizontal rotation platform is on pedestal and rotates around the axial line of vertical pivot，Main transverse axis that is that support is provided with level and that can rotate around Pivot Point Center line，The axial line of main transverse axis intersects with the axial line of vertical pivot，Form main intersection point，Main transverse axis is fixed with the main observation device of ride on Bus No. 11，The main observation device of ride on Bus No. 11 is the telescope of a built-in coaxial laser instrument，Its collimation axis is called ride on Bus No. 11 subjectivity survey line，Ride on Bus No. 11 subjectivity survey line is by main intersection point and the axial line being perpendicular to main transverse axis，Main transverse axis is provided with pedestal，Pedestal is provided with the countershaft that can rotate around Pivot Point Center line，The axial line of countershaft becomes spatial vertical with ride on Bus No. 11 subjectivity survey line，And intersect vertically with the axial line of main transverse axis，Form auxiliary intersection point，Countershaft is fixed with ride on Bus No. 11 pair observation device，Ride on Bus No. 11 pair observation device is the telescope of an in-built CCD digital camera，Its collimation axis is called ride on Bus No. 11 pair survey line，Ride on Bus No. 11 pair survey line is by auxiliary intersection point and the axial line being perpendicular to countershaft，Ride on Bus No. 11 subjectivity survey line and ride on Bus No. 11 pair survey line are in same plane；Scale is installed between countershaft and pedestal corresponding site；The rotation of above-mentioned horizontal rotation platform, main transverse axis and countershaft is manually.

nullFor reaching above-mentioned purpose，The present invention takes the 12 as follows of technical scheme: the present invention has pedestal、Horizontal rotation platform、Support and vertical pivot，Support is fixed on horizontal rotation platform，Vertical pivot is fixing with pedestal to be connected，Horizontal rotation platform is on pedestal and rotates around the axial line of vertical pivot，Main transverse axis that is that support is provided with level and that can rotate around Pivot Point Center line，The axial line of main transverse axis intersects with the axial line of vertical pivot，Form main intersection point，Main transverse axis is fixed with ten No. two main observation devices，Ten No. two main observation devices are the telescope of a built-in coaxial laser instrument，Its collimation axis is called ten No. two subjective surveys line，Ten No. two subjective surveys line are by main intersection point and the axial line being perpendicular to main transverse axis，Main transverse axis is provided with pedestal，Pedestal is provided with the countershaft that can rotate around Pivot Point Center line，The axial line of countershaft and ten No. two subjective surveys line become spatial vertical，And intersect vertically with the axial line of main transverse axis，Form auxiliary intersection point，Countershaft is fixed with ten No. two secondary observation devices，Ten No. two secondary observation devices are the telescope of an in-built CCD digital camera，Its collimation axis is called ten No. two secondary survey line，Ten No. two secondary survey line are by auxiliary intersection point and the axial line being perpendicular to countershaft，Ten No. two subjective surveys line and ten No. two secondary survey line are in same plane；Scale is installed between countershaft and pedestal corresponding site；Rotating to be manually of above-mentioned horizontal rotation platform and main transverse axis, rotating to be of countershaft is electronic.

nullFor reaching above-mentioned purpose，The present invention takes the 13 as follows of technical scheme: the present invention has pedestal、Horizontal rotation platform、Support and vertical pivot，Support is fixed on horizontal rotation platform，Vertical pivot is fixing with pedestal to be connected，Horizontal rotation platform is on pedestal and rotates around the axial line of vertical pivot，Main transverse axis that is that support is provided with level and that can rotate around Pivot Point Center line，The axial line of main transverse axis intersects with the axial line of vertical pivot，Form main intersection point，Main transverse axis is fixed with ten No. three main observation devices，Ten No. three main observation devices are the telescope of a built-in coaxial laser instrument，Its collimation axis is called ten No. three subjective surveys line，Ten No. three subjective surveys line are by main intersection point and the axial line being perpendicular to main transverse axis，Main transverse axis is provided with pedestal，Pedestal is provided with the countershaft that can rotate around Pivot Point Center line，The axial line of countershaft and ten No. three subjective surveys line become spatial vertical，And intersect vertically with the axial line of main transverse axis，Form auxiliary intersection point，Countershaft is fixed with ten No. three secondary observation devices，Ten No. three secondary observation devices are a laser instrument，Its optical axis is called ten No. three secondary survey line，Ten No. three secondary survey line are by auxiliary intersection point and the axial line being perpendicular to countershaft，Ten No. three subjective surveys line and ten No. three secondary survey line are in same plane；Support is installed CCD digital camera；Scale is installed between countershaft and pedestal corresponding site；The rotation of above-mentioned horizontal rotation platform, main transverse axis and countershaft is manually.

nullFor reaching above-mentioned purpose，The present invention takes the 14 as follows of technical scheme: the present invention has pedestal、Horizontal rotation platform、Support and vertical pivot，Support is fixed on horizontal rotation platform，Vertical pivot is fixing with pedestal to be connected，Horizontal rotation platform is on pedestal and rotates around the axial line of vertical pivot，Main transverse axis that is that support is provided with level and that can rotate around Pivot Point Center line，The axial line of main transverse axis intersects with the axial line of vertical pivot，Form main intersection point，Main transverse axis is fixed with ten No. four main observation devices，Ten No. four main observation devices are the telescope of a built-in coaxial laser instrument，Its collimation axis is called ten No. four subjective surveys line，Ten No. four subjective surveys line are by main intersection point and the axial line being perpendicular to main transverse axis，Main transverse axis is provided with pedestal，Pedestal is provided with the countershaft that can rotate around Pivot Point Center line，The axial line of countershaft and ten No. four subjective surveys line become spatial vertical，And intersect vertically with the axial line of main transverse axis，Form auxiliary intersection point，Countershaft is fixed with ten No. four secondary observation devices，Ten No. four secondary observation devices are a laser instrument，Its optical axis is called ten No. four secondary survey line，Ten No. four secondary survey line are by auxiliary intersection point and the axial line being perpendicular to countershaft，Ten No. four subjective surveys line and ten No. four secondary survey line are in same plane；Support is installed CCD digital camera；Scale is installed between countershaft and pedestal corresponding site；Rotating to be manually of above-mentioned horizontal rotation platform and main transverse axis, rotating to be of countershaft is electronic.

The present invention has following good effect: present configuration is relatively easy, adopt telescope, in-built CCD digital camera telescope, coaxial laser instrument telescope or laser instrument as measuring cell, measuring accurate, easy to operate, external environment greatly reduces for the adverse effect of electronic system.Existing impulse method, phase method, it is the speed according to light and finds range two-way time, and the light velocity can be subject to the impact of temperature, air pressure, humidity in air, ranging process and the light velocity of the present invention are unrelated, during measurement, it is no need for measuring the atmospheric conditions such as temperature, air pressure, humidity again, it is no longer necessary to instrument carries out meteorological correction before measuring, makes the electronic system of this diastimeter be simplified.When the present invention applies, cooperative target can replace the exigent prism made from simple plane mirror.As detecting instrument, the electro-optical distance measurement system calibration of this diastimeter, it is simplified.

Accompanying drawing explanation

Fig. 1 is the front schematic view of embodiment 1.

Fig. 2 is the side schematic view of embodiment 1.

Fig. 3 is the angular surveying schematic diagram of embodiment 1.

Fig. 4 is the front schematic view of embodiment 2.

Fig. 5 is the side schematic view of embodiment 2.

Fig. 6 is the angular surveying schematic diagram of embodiment 2.

Fig. 7 is the front schematic view of embodiment 3.

Fig. 8 is the side schematic view of embodiment 3.

Fig. 9 is the angular surveying schematic diagram of embodiment 3.

Figure 10 is the front schematic view of embodiment 4.

Figure 11 is the side schematic view of embodiment 4.

Figure 12 is the angular surveying schematic diagram of embodiment 4.

Figure 13 is the front schematic view of embodiment 5.

Figure 14 is the side schematic view of embodiment 5.

Figure 15 is the angular surveying schematic diagram of embodiment 5.

Figure 16 is the front schematic view of embodiment 6.

Figure 17 is the side schematic view of embodiment 6.

Figure 18 is the angular surveying schematic diagram of embodiment 6.

Figure 19 is the front schematic view of embodiment 7.

Figure 20 is the side schematic view of embodiment 7.

Figure 21 is the angular surveying schematic diagram of embodiment 7.

Figure 22 is the front schematic view of embodiment 8.

Figure 23 is the side schematic view of embodiment 8.

Figure 24 is the angular surveying schematic diagram of embodiment 8.

Figure 25 is the front schematic view of embodiment 9.

Figure 26 is the side schematic view of embodiment 9.

Figure 27 is the angular surveying schematic diagram of embodiment 9.

Figure 28 is the front schematic view of embodiment 10.

Figure 29 is the side schematic view of embodiment 10.

Figure 30 is the angular surveying schematic diagram of embodiment 10.

Figure 31 is the front schematic view of embodiment 11.

Figure 32 is the side schematic view of embodiment 11.

Figure 33 is the angular surveying schematic diagram of embodiment 11.

Figure 34 is the front schematic view of embodiment 12.

Figure 35 is the side schematic view of embodiment 12.

Figure 36 is the angular surveying schematic diagram of embodiment 12.

Figure 37 is the front schematic view of embodiment 13.

Figure 38 is the side schematic view of embodiment 13.

Figure 39 is the angular surveying schematic diagram of embodiment 13.

Figure 40 is the front schematic view of embodiment 14.

Figure 41 is the side schematic view of embodiment 14.

Figure 42 is the angular surveying schematic diagram of embodiment 14.

Detailed description of the invention

Embodiment 1

See Fig. 1 to Fig. 3, embodiment 1 has 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 on pedestal 1 and rotates around the axial line 9a of vertical pivot 9, 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, forms main intersection point.Being fixed with a main observation device 6-1 on main transverse axis 5, a main observation device 6-1 is a telescope, and 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.Being provided with pedestal 13 on main transverse axis 5, pedestal 13 is provided with the countershaft 8 that can rotate around Pivot Point Center line.The subjective survey line 6-1a of axial line 8a and No. of countershaft 8 becomes spatial vertical, and intersects vertically with the axial line 5a of main transverse axis 5, forms auxiliary intersection point.Being fixed with a secondary observation device 7-1 on countershaft 8, a secondary observation device 7-1 is a telescope, and 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.An a number subjective survey line 6-1a and secondary survey line 7-1a is in same plane.Scale 12 is installed between countershaft 8 and pedestal 13 corresponding site.The rotation of above-mentioned horizontal rotation platform 2, main transverse axis 5 and countershaft 8 is manually.

Scale 12 is for measuring the size of the pivot angle β between a secondary survey line 7-1a and the axial line 5a of main transverse axis 5.

Under the effect of horizontal rotation platform 2, an a main observation device 6-1 and secondary observation device 7-1 can level of synchronization revolution.An a number main observation device 6-1 and secondary observation device 7-1 can make to synchronize pitching with the rotation of main transverse axis 5, a number secondary observation device 7-1 swings with the rotation of countershaft 8, an a number subjective survey line 6-1a and secondary survey line 7-1a is in conplane, a number secondary survey line 7-1a is at above-mentioned rotation with in surface, thus, an a subjective survey line 6-1a and secondary survey line 7-1a can in measured point intersection.

The present embodiment also has power pack, data processing section, communication interface and display screen, keyboard etc..

The using method of the novel measuring distance meter that the present embodiment provides is as follows: arranges spider at survey station point, is placed on spider by novel measuring distance meter, carries out leveling centering.At impact point, cooperative target A is set.Cooperative target A is plane mirror, plane mirror has one indicate point.Surveyor operates a main observation device 6-1, and in artificial aiming cooperative target, plane mirror indicates point so that identification point is positioned on a subjective survey line 6-1a.Surveyor adjusts a secondary observation device 7-1 more afterwards, and in artificial aiming cooperative target, plane mirror indicates point so that identification point is positioned on a secondary survey line 7-1a.Now, an a subjective survey line 6-1a and secondary survey line 7-1a intersects at this sign point.Scale 12 provides the value of pivot angle β, completes this point and measures.

The value of the distance h of the value according to pivot angle β, known main intersection point and auxiliary intersection point, obtains the value indicating point with main intersection point distance S finally by data processing section.

Embodiment 2

See Fig. 4 to Fig. 6, embodiment 2 has 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 on pedestal 1 and rotates around the axial line 9a of vertical pivot 9, 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, forms main intersection point.Being fixed with No. two main observation device 6-2 on main transverse axis 5, No. two main observation device 6-2 are a telescope, and its collimation axis is called No. two subjective survey line 6-2a.No. two subjective survey line 6-2a are by main intersection point and the axial line 5a being perpendicular to main transverse axis 5.Being provided with pedestal 13 on main transverse axis 5, pedestal 13 is provided with the countershaft 8 that can rotate around Pivot Point Center line.The subjective survey line 6-2a of axial line 8a and No. two of countershaft 8 becomes spatial vertical, and intersects vertically with the axial line 5a of main transverse axis 5, forms auxiliary intersection point.Being fixed with No. two secondary observation device 7-2, No. two secondary observation device 7-2 on countershaft 8 is the telescope of an in-built CCD digital camera, and 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 survey line 6-2a and No. two secondary survey line 7-2a are in same plane.Scale 12 is installed between countershaft 8 and pedestal 13 corresponding site.Above-mentioned horizontal rotation platform 2 and main transverse axis 5 rotate to be manually, countershaft 8 is by servomotor or Driven by Ultrasonic Motors, and No. two main observation device 7-2 that rotarily drive of countershaft 8 rotate.

Scale 12 is for measuring the size of the pivot angle β between No. two secondary survey line 7-2a and the axial line 5a of main transverse axis 5.

Under the effect of horizontal rotation platform 2, No. two main observation device 6-2 and No. two secondary observation device 7-2 can level of synchronization revolution.No. two main observation device 6-2 and No. two secondary observation device 7-2 can make to synchronize pitching with the rotation of main transverse axis 5, No. two secondary observation device 7-2 swing with the rotation of countershaft 8, No. two subjective survey line 6-2a and No. two secondary survey line 7-2a are in same plane, a number secondary survey line 7-1a is at above-mentioned rotation with in surface, thus, No. two subjective survey line 6-2a and No. two secondary survey line 7-2a can in measured point intersection.

The using method of the novel measuring distance meter that the present embodiment provides is as follows: arranges spider at survey station point, is placed on spider by novel measuring distance meter, carries out centering leveling.Arranging cooperative target A, cooperative target A at impact point is plane mirror, plane mirror has one indicate point.Surveyor operates No. two main observation device 6-2, and in artificial aiming cooperative target, plane mirror indicates point so that identification point is positioned on No. two subjective survey line 6-2a.Afterwards, No. two secondary observation device 7-2 are driven by motor, and under No. two secondary CCD digital camera feedback signals built-in for observation device 7-2 control, in automatic aiming cooperative target, plane mirror indicates point so that identification point is positioned on No. two secondary survey line 7-2a.Now, No. two subjective survey line 6-2a and No. two secondary survey line 7-2a intersect at this sign point.Scale 12 provides the value of pivot angle β, completes this point and measures.

Embodiment 3

See Fig. 7 to Fig. 9, embodiment 3 has 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 on pedestal 1 and rotates around the axial line 9a of vertical pivot 9, 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, forms main intersection point.Being fixed with No. three main observation device 6-3, No. three main observation device 6-3 on main transverse axis 5 is the telescope of an in-built CCD digital camera, and its collimation axis is called No. three subjective survey line 6-3a.No. three subjective survey line 6-3a are by main intersection point and the axial line 5a being perpendicular to main transverse axis 5.Being provided with pedestal 13 on main transverse axis 5, pedestal 13 is provided with the countershaft 8 that can rotate around Pivot Point Center line.The subjective survey line 6-3a of axial line 8a and No. three of countershaft 8 becomes spatial vertical, and intersects vertically with the axial line 5a of main transverse axis 5, forms auxiliary intersection point.Being fixed with No. three secondary observation device 7-3, No. three secondary observation device 7-3 on countershaft 8 is the telescope of an in-built CCD digital camera, and 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 survey line 6-3a and No. three secondary survey line 7-3a are in same plane.Scale 12 is installed between countershaft 8 and pedestal 13 corresponding site.Above-mentioned horizontal rotation platform 2, main transverse axis 5 and the respective motor of countershaft 8 independently drive, and motor is servomotor or ultrasound electric machine.No. three main observation device 6-3 that rotarily drive of main transverse axis 5 rotate, and No. three secondary observation device 7-3 that rotarily drive of countershaft 8 rotate.

Scale 12 is for measuring the size of the pivot angle β between No. three secondary survey line 7-3a and the axial line 5a of main transverse axis 5.

Under the effect of horizontal rotation platform 2, No. three main observation device 6-3 and No. three secondary observation device 7-3 can level of synchronization revolution.No. three main observation device 6-1 and No. three secondary observation device 7-3 can make to synchronize pitching with the rotation of main transverse axis 5, No. three secondary observation device 7-3 swing with the rotation of countershaft 8, No. three subjective survey line 6-3a and No. three secondary survey line 7-3a are in conplane, No. three secondary survey line 7-3a are at above-mentioned rotation with in surface, thus, No. three subjective survey line 6-3a and No. three secondary survey line 7-3a can in measured point intersection.

The using method of the novel measuring distance meter that the present embodiment provides is as follows: arranges spider at survey station point, is placed on spider by novel measuring distance meter, carries out centering leveling.At impact point, cooperative target A is set.Cooperative target A is plane mirror, plane mirror has one indicate point.Horizontal rotation platform 2 is driven by its motor, main transverse axis 5 is driven by its motor, under No. three main CCD digital camera feedback signals built-in for observation device 6-3 control, in No. three main observation device 6-3 automatic aiming cooperative targets, plane mirror indicates point so that identification point is positioned on No. three subjective survey line 6-3a.Countershaft 8 is driven by its motor afterwards, and under No. three secondary CCD digital camera feedback signals built-in for observation device 7-3 control, in No. three secondary observation device 7-3 automatic aiming cooperative targets, plane mirror indicates point so that identification point is positioned on No. three secondary survey line 7-3a.Now, No. three subjective survey line 6-3a and No. three secondary survey line 7-3a intersect at this sign point.Scale 12 provides the value of pivot angle β, completes this point and measures.

Embodiment 4

See Figure 10 to Figure 12, embodiment 4 has 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 on pedestal 1 and rotates around the axial line 9a of vertical pivot 9, 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, forms main intersection point.Being fixed with No. four main observation device 6-4 on main transverse axis 5, No. four main observation device 6-4 are a laser instrument, and its optical axis is called No. four subjective survey line 6-4a.No. four subjective survey line 6-4a are by main intersection point and the axial line 5a being perpendicular to main transverse axis 5.Being provided with pedestal 13 on main transverse axis 5, pedestal 13 is provided with the countershaft 8 that can rotate around Pivot Point Center line.The subjective survey line 6-4a of axial line 8a and No. four of countershaft 8 becomes spatial vertical, and intersects vertically with the axial line 5a of main transverse axis 5, forms auxiliary intersection point.Being fixed with No. four secondary observation device 7-4 on countershaft 8, No. four secondary observation device 7-4 are a laser instrument, and 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 survey line 6-4a and No. four secondary survey line 7-4a are in same plane.Scale 12 is installed between countershaft 8 and pedestal 13 corresponding site.Rotating to be manually of above-mentioned horizontal rotation platform 2, main transverse axis 5 and countershaft 8.

Scale 12 is for measuring the size of the pivot angle β between No. four secondary survey line 7-4a and the axial line 5a of main transverse axis 5.

Under the effect of horizontal rotation platform 2, No. four main observation device 6-4 and No. four secondary observation device 7-4 can level of synchronization revolution.No. four main observation device 6-4 and No. four secondary observation device 7-4 can make to synchronize pitching with the rotation of main transverse axis 5, No. four secondary observation device 7-4 swing with the rotation of countershaft 8, No. four subjective survey line 6-4a and No. four secondary survey line 7-4a are in same plane, No. four secondary survey line 7-4a are at above-mentioned rotation with in surface, thus, No. four subjective survey line 6-4a and No. four secondary survey line 7-4a can in measured point intersection.

The using method of the novel measuring distance meter that the present embodiment provides is as follows: arranges spider at survey station point, is placed on spider by novel measuring distance meter, carries out centering leveling.At impact point, cooperative target A is set.Cooperative target A is PSD sensor.During measurement, open No. four main observation device 6-4, close No. four secondary observation device 7-4.Surveyor operates No. four main observation device 6-4, according to PSD sensor feedback signal, and artificial aiming PSD sensor specified point so that this specified point is positioned on No. four subjective survey line 6-4a.Afterwards, close No. four main observation device 6-4, open No. four secondary observation device 7-4.Surveyor adjusts No. four secondary observation device 7-4 again, according to PSD sensor feedback signal, and artificial aiming PSD sensor specified point so that this specified point is positioned on No. four secondary survey line 7-4a.Now, No. four subjective survey line 6-4a and No. four secondary survey line 7-4a intersect at this sign point.Scale 12 provides the value of pivot angle β, completes this point and measures.

Embodiment 5

See Figure 13 to Figure 15, embodiment 5 has 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 on pedestal 1 and rotates around the axial line 9a of vertical pivot 9, 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, forms main intersection point.Being fixed with No. five main observation device 6-5 on main transverse axis 5, No. five main observation device 6-5 are a laser instrument, and its optical axis is called No. five subjective survey line 6-5a.No. five subjective survey line 6-5a are by main intersection point and the axial line 5a being perpendicular to main transverse axis 5.Being provided with pedestal 13 on main transverse axis 5, pedestal 13 is provided with the countershaft 8 that can rotate around Pivot Point Center line.The subjective survey line 6-5a of axial line 8a and No. five of countershaft 8 becomes spatial vertical, and intersects vertically with the axial line 5a of main transverse axis 5, forms auxiliary intersection point.Being fixed with No. five secondary observation device 7-5 on countershaft 8, No. five secondary observation device 7-5 are a laser instrument, and 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 survey line 6-5a and No. five secondary survey line 7-5a are in same plane.Scale 12 is installed between countershaft 8 and pedestal 13 corresponding site.Rotating to be manually of above-mentioned horizontal rotation platform 2 and main transverse axis 5, the rotation of countershaft 8 is by servomotor or Driven by Ultrasonic Motors.The rotation rotarily driving No. five secondary observation device 7-3 of countershaft 8.

Scale 12 is for measuring the size of the pivot angle β between No. five secondary survey line 7-5a and the axial line 5a of main transverse axis 5.

Under the effect of horizontal rotation platform 2, No. five main observation device 6-5 and No. five secondary observation device 7-5 can level of synchronization revolution.No. five main observation device 6-5 and No. five secondary observation device 7-5 can make to synchronize pitching with the rotation of main transverse axis 5, No. five secondary observation device 7-5 swing with the rotation of countershaft 8, No. five subjective survey line 6-5a and No. five secondary survey line 7-5a are in same plane, No. five secondary survey line 7-5a are at above-mentioned rotation with in surface, thus, No. five subjective survey line 6-5a and No. five secondary survey line 7-5a can in measured point intersection.

The using method of the novel measuring distance meter that the present embodiment provides is as follows: arranges spider at survey station point, is placed on spider by novel measuring distance meter, carries out centering leveling.At impact point, cooperative target A is set.Cooperative target A is PSD sensor.During measurement, open No. five main observation device 6-5, close No. five secondary observation device 7-5.Surveyor operates No. five main observation device 6-5, according to PSD sensor feedback signal, and artificial aiming PSD sensor specified point so that this specified point is positioned on No. five subjective survey line 6-5a.Afterwards, close No. five main observation device 6-5, open No. five secondary observation device 7-5.No. five secondary observation device 7-5 are driven by motor, under PSD sensor feedback signal controls, and automatic aiming PSD sensor specified point so that this specified point is positioned on No. five secondary survey line 7-5a.Now, No. five subjective survey line 6-5a and No. five secondary survey line 7-5a intersect at this sign point.Scale 12 provides the value of pivot angle β, completes this point and measures.

Embodiment 6

See Figure 16 to Figure 18, embodiment 6 has 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 on pedestal 1 and rotates around the axial line 9a of vertical pivot 9, 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, forms main intersection point.Being fixed with No. six main observation device 6-6 on main transverse axis 5, No. six main observation device 6-6 are a laser instrument, and its optical axis is called No. six subjective survey line 6-6a.No. six subjective survey line 6-6a are by main intersection point and the axial line 5a being perpendicular to main transverse axis 5.Being provided with pedestal 13 on main transverse axis 5, pedestal 13 is provided with the countershaft 8 that can rotate around Pivot Point Center line.The subjective survey line 6-6a of axial line 8a and No. six of countershaft 8 becomes spatial vertical, and intersects vertically with the axial line 5a of main transverse axis 5, forms auxiliary intersection point.Being fixed with No. six secondary observation device 7-6 on countershaft 8, No. six secondary observation device 7-6 are a laser instrument, and 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 survey line 6-6a and No. six secondary survey line 7-6a are in same plane.Scale 12 is installed between countershaft 8 and pedestal 13 corresponding site.Rotation each motor of above-mentioned horizontal rotation platform 2, main transverse axis 5 and countershaft 8 drives, and motor is servomotor or ultrasound electric machine.No. six main observation device 6-6 that rotarily drive of main transverse axis 5 rotate, and No. six secondary observation device 7-6 that rotarily drive of countershaft 8 rotate.

Scale 12 is for measuring the size of the pivot angle β between No. six secondary survey line 7-6a and the axial line 5a of main transverse axis 5.

Under the effect of horizontal rotation platform 2, No. six main observation device 6-6 and No. six secondary observation device 7-6 can level of synchronization revolution.No. six main observation device 6-6 and No. six secondary observation device 7-6 can make to synchronize pitching with the rotation of main transverse axis 5, No. six secondary observation device 7-6 swing with the rotation of countershaft 8, No. six subjective survey line 6-6a and No. six secondary survey line 7-6a are in same plane, No. six secondary survey line 7-6a are at above-mentioned rotation with in surface, thus, No. six subjective survey line 6-6a and No. six secondary survey line 7-6a can in measured point intersection.

The using method of the novel measuring distance meter that the present embodiment provides is as follows: arranges spider at survey station point, is placed on spider by novel measuring distance meter, carries out centering leveling.At impact point, cooperative target A is set.Cooperative target A is PSD sensor.During measurement, open No. six main observation device 6-6, close No. six secondary observation device 7-6.Horizontal rotation platform is driven by its motor, and main transverse axis 5 is driven by its motor, under PSD sensor feedback signal controls, and No. six main observation device 6-6 automatic aiming PSD sensor specified points so that this specified point is positioned on subjective survey line 6-6a.Afterwards, close No. six main observation device 6-6, open No. six secondary observation device 7-6.No. six secondary observation device 7-6 are driven by motor, under PSD sensor feedback signal controls, and automatic aiming PSD sensor specified point so that this specified point is positioned on secondary survey line 7-6a.Now, No. six subjective survey line 6-6a and No. six secondary survey line 7-6a intersect at this sign point.Scale 12 provides the value of pivot angle β, completes this point and measures.

Embodiment 7

See Figure 19 to Figure 21, embodiment 7 has 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 on pedestal 1 and rotates around the axial line 9a of vertical pivot 9, 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, forms main intersection point.Being fixed with No. seven main observation device 6-7 on main transverse axis 5, No. seven main observation device 6-7 are a telescope, and its collimation axis is called No. seven subjective survey line 6-7a.No. seven subjective survey line 6-7a are by main intersection point and the axial line 5a being perpendicular to main transverse axis 5.Being provided with pedestal 13 on main transverse axis 5, pedestal 13 is provided with the countershaft 8 that can rotate around Pivot Point Center line.The subjective survey line 6-7a of axial line 8a and No. seven of countershaft 8 becomes spatial vertical, and intersects vertically with the axial line 5a of main transverse axis 5, forms auxiliary intersection point.Being fixed with No. seven secondary observation device 7-7 on countershaft 8, No. seven secondary observation device 7-7 are a laser instrument, and 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 survey line 6-7a and No. seven secondary survey line 7-7a are in same plane.Scale 12 is installed between countershaft 8 and pedestal 13 corresponding site.The rotation of above-mentioned horizontal rotation platform 2, main transverse axis 5 and countershaft 8 is manually.

Scale 12 is for measuring the size of the pivot angle β between No. seven secondary survey line 7-7a and the axial line 5a of main transverse axis 5.

Under the effect of horizontal rotation platform 2, No. seven main observation device 6-7 and No. seven secondary observation device 7-7 can level of synchronization revolution.No. seven main observation device 6-7 and No. seven secondary observation device 7-7 can make to synchronize pitching with the rotation of main transverse axis 5, No. seven secondary observation device 7-7 swing with the rotation of countershaft 8, No. seven subjective survey line 6-7a and No. seven secondary survey line 7-7a are in same plane, No. seven secondary survey line 7-7a are at above-mentioned rotation with in surface, thus, No. seven subjective survey line 6-7a and No. seven secondary survey line 7-7a can in measured point intersection.

The using method of the novel measuring distance meter that the present embodiment provides is as follows: arranges spider at survey station point, is placed on spider by novel measuring distance meter, carries out centering leveling.Surveyor operates No. seven artificial run-home point B of main observation device 6-7 so that this impact point B is positioned on subjective survey line 6-7a.The secondary observation device 7-7 of surveyor's manual operation afterwards seven, occurs on No. seven subjective survey line 6-7a until being observed visually illuminated laser spot.Now, subjective survey line 6-7a and secondary survey line 7-7a intersects at impact point B.Scale 12 provides the value of pivot angle β, completes this point and measures.

Embodiment 8

See Figure 22 to Figure 24, embodiment 8 has 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 on pedestal 1 and rotates around the axial line 9a of vertical pivot 9, 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, forms main intersection point.Being fixed with No. eight main observation device 6-8, No. eight main observation device 6-8 on main transverse axis 5 is the telescope of an in-built CCD digital camera, and its collimation axis is called No. eight subjective survey line 6-8a.No. eight subjective survey line 6-8a are by main intersection point and the axial line 5a being perpendicular to main transverse axis 5.Being provided with pedestal 13 on main transverse axis 5, pedestal 13 is provided with the countershaft 8 that can rotate around Pivot Point Center line.The subjective survey line 6-8a of axial line 8a and No. eight of countershaft 8 becomes spatial vertical, and intersects vertically with the axial line 5a of main transverse axis 5, forms auxiliary intersection point.Being fixed with No. eight secondary observation device 7-8 on countershaft 8, No. eight secondary observation device 7-8 are a laser instrument, and 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 survey line 6-8a and No. eight secondary survey line 7-8a are in same plane.Scale 12 is installed between countershaft 8 and pedestal 13 corresponding site.The rotation of above-mentioned horizontal rotation platform 2, main transverse axis 5 and countershaft 8 is manually.

Scale 12 is for measuring the size of the pivot angle β between No. eight secondary survey line 7-8a and the axial line 5a of main transverse axis 5.

Under the effect of horizontal rotation platform 2, No. eight main observation device 6-8 and No. eight secondary observation device 7-8 can level of synchronization revolution.No. eight main observation device 6-8 and No. eight secondary observation device 7-8 can make to synchronize pitching with the rotation of main transverse axis 5, No. eight secondary observation device 7-8 swing with the rotation of countershaft 8, No. eight subjective survey line 6-8a and No. eight secondary survey line 7-8a are in same plane, No. eight secondary survey line 7-8a are at above-mentioned rotation with in surface, thus, No. eight subjective survey line 6-8a and No. eight secondary survey line 7-8a can in measured point intersection.

The using method of the novel measuring distance meter that the present embodiment provides is as follows: arranges spider at survey station point, is placed on spider by novel measuring distance meter, carries out centering leveling.Surveyor operates No. eight main observation device 6-8 run-home point B so that impact point B is positioned on subjective survey line 6-8a.Surveyor operates No. eight secondary observation device 7-8 afterwards, until the observation signal of the main CCD digital camera built-in for observation device 6-8 of perusal eight, determining that illuminated laser spot occurs on No. eight subjective survey line 6-8a, subjective survey line 6-8a and secondary survey line 7-8a intersects at impact point B.Scale 12 provides the value of pivot angle β, completes this point and measures.

Embodiment 9

See Figure 25 to Figure 27, embodiment 9 has 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 on pedestal 1 and rotates around the axial line 9a of vertical pivot 9, 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, forms main intersection point.Being fixed with No. nine main observation device 6-9, No. nine main observation device 6-9 on main transverse axis 5 is the telescope of an in-built CCD digital camera, and its collimation axis is called No. nine subjective survey line 6-9a.No. nine subjective survey line 6-9a are by main intersection point and the axial line 5a being perpendicular to main transverse axis 5.Being provided with pedestal 13 on main transverse axis 5, pedestal 13 is provided with the countershaft 8 that can rotate around Pivot Point Center line.The subjective survey line 6-9a of axial line 8a and No. nine of countershaft 8 becomes spatial vertical, and intersects vertically with the axial line 5a of main transverse axis 5, forms auxiliary intersection point.Being fixed with No. nine secondary observation device 7-9 on countershaft 8, No. nine secondary observation device 7-9 are a laser instrument, and 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 survey line 6-9a and No. nine secondary survey line 7-9a are in same plane.Scale 12 is installed between countershaft 8 and pedestal 13 corresponding site.Rotating to be manually of above-mentioned horizontal rotation platform 2 and main transverse axis 5, countershaft 8 is by servomotor or Driven by Ultrasonic Motors.No. nine secondary observation device 7-9 that rotarily drive of countershaft 8 rotate.

Scale 12 is for measuring the size of the pivot angle β between No. nine secondary survey line 7-9a and the axial line 5a of main transverse axis 5.

Under the effect of horizontal rotation platform 2, No. nine main observation device 6-9 and No. nine secondary observation device 7-9 can level of synchronization revolution.No. nine main observation device 6-9 and No. nine secondary observation device 7-9 can make to synchronize pitching with the rotation of main transverse axis 5, No. nine secondary observation device 7-9 swing with the rotation of countershaft 8, No. nine subjective survey line 6-9a and No. nine secondary survey line 7-9a are in same plane, No. nine secondary survey line 7-9a are at above-mentioned rotation with in surface, thus, No. nine subjective survey line 6-9a and No. nine secondary survey line 7-9a can in measured point intersection.

The using method of the novel measuring distance meter that the present embodiment provides is as follows: arranges spider at survey station point, is placed on spider by novel measuring distance meter, carries out centering leveling.Surveyor operates No. nine main observation device 6-9 run-home point B so that this impact point B is positioned on subjective survey line 6-9a.No. nine secondary observation device 7-9 are driven by motor afterwards, until No. nine main CCD digital cameras built-in for observation device 6-9, observe illuminated laser spot on No. nine subjective survey line 6-9a.Subjective survey line 6-9a and secondary survey line 7-9a meets at impact point B.Scale 12 provides the value of pivot angle β, completes this point and measures.

Embodiment 10

See Figure 28 to Figure 30, embodiment 10 has 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 on pedestal 1 and rotates around the axial line 9a of vertical pivot 9, 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, forms main intersection point.Being fixed with No. ten main observation device 6-10 on main transverse axis 5, No. ten main observation device 6-10 are the telescope of a built-in optical axis laser instrument, and its collimation axis is called No. ten subjective survey line 6-10a.No. ten subjective survey line 6-10a are by main intersection point and the axial line 5a being perpendicular to main transverse axis 5.Being provided with pedestal 13 on main transverse axis 5, pedestal 13 is provided with the countershaft 8 that can rotate around Pivot Point Center line.The subjective survey line 6-10a of axial line 8a and No. ten of countershaft 8 becomes spatial vertical, and intersects vertically with the axial line 5a of main transverse axis 5, forms auxiliary intersection point.Being fixed with No. ten secondary observation device 7-10 on countershaft 8, No. ten secondary observation device 7-10 are a telescope, and 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 survey line 6-10a and No. ten secondary survey line 7-10a are in same plane.Scale 12 is installed between countershaft 8 and pedestal 13 corresponding site.The rotation of above-mentioned horizontal rotation platform 2, main transverse axis 5 and countershaft 8 is manually.

Scale 12 is for measuring the size of the pivot angle β between No. ten secondary survey line 7-10a and the axial line 5a of main transverse axis 5.

Under the effect of horizontal rotation platform 2, No. ten main observation device 6-10 and No. ten secondary observation device 7-10 can level of synchronization revolution.No. ten main observation device 6-10 and No. ten secondary observation device 7-10 can make to synchronize pitching with the rotation of main transverse axis 5, No. ten secondary observation device 7-10 swing with the rotation of countershaft 8, No. ten subjective survey line 6-10a and No. ten secondary survey line 7-10a are in same plane, No. ten secondary survey line 7-10a are at above-mentioned rotation with in surface, thus, No. ten subjective survey line 6-10a and No. ten secondary survey line 7-10a can in measured point intersection.

The using method of the novel measuring distance meter that the present embodiment provides is as follows: arranges spider at survey station point, is placed on spider by novel measuring distance meter, carries out centering leveling.Surveyor operates No. ten main observation device 6-10 run-home point B, and laser is radiated on impact point B so that impact point B is positioned on No. ten subjective survey line 6-10a.Surveyor operates No. ten secondary observation device 7-10 afterwards, occurs on No. ten secondary survey line 7-10a until being observed visually illuminated laser spot.Subjective survey line 6-10a and secondary survey line 7-10a meets at impact point B.Scale 12 provides the value of pivot angle β, completes this point and measures.

Embodiment 11

See Figure 31 to Figure 33, embodiment 11 has 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 on pedestal 1 and rotates around the axial line 9a of vertical pivot 9, 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, forms main intersection point.Being fixed with the main observation device 6-11 of ride on Bus No. 11, ride on Bus No. 11 main observation device 6-11 on main transverse axis 5 is the telescope of a built-in coaxial laser instrument, and 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.Being provided with pedestal 13 on main transverse axis 5, pedestal 13 is provided with the countershaft 8 that can rotate around Pivot Point Center line.The axial line 8a of countershaft 8 and ride on Bus No. 11 subjectivity survey line 6-11a becomes spatial vertical, and intersects vertically with the axial line 5a of main transverse axis 5, forms auxiliary intersection point.Being fixed with ride on Bus No. 11 pair observation device 7-11, ride on Bus No. 11 pair observation device 7-11 on countershaft 8 is the telescope of an in-built CCD digital camera, and 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 is in same plane.Scale 12 is installed between countershaft 8 and pedestal 13 corresponding site.Rotating to be manually of above-mentioned horizontal rotation platform 2, main transverse axis 5 and countershaft 8.

Scale 12 is for measuring the size of the pivot angle β between ride on Bus No. 11 pair survey line 7-11a and the axial line 5a of main transverse axis 5.

Under the effect of horizontal rotation platform 2, the main observation device 6-11 of ride on Bus No. 11 and ride on Bus No. 11 pair observation device 7-11 can level of synchronization revolution.Ride on Bus No. 11 main observation device 6-11 and ride on Bus No. 11 pair observation device 7-11 can make to synchronize pitching with the rotation of main transverse axis 5, ride on Bus No. 11 pair observation device 7-11 swings with the rotation of countershaft 8, ride on Bus No. 11 subjectivity survey line 6-11a and ride on Bus No. 11 pair survey line 7-11a is in same plane, ride on Bus No. 11 pair survey line 7-11a is at above-mentioned rotation with in surface, thus, ride on Bus No. 11 subjectivity survey line 6-11a and ride on Bus No. 11 pair survey line 7-11a can in measured point intersection.

The using method of the novel measuring distance meter that the present embodiment provides is as follows: arranges spider at survey station point, is placed on spider by novel measuring distance meter, carries out centering leveling.Surveyor operates ride on Bus No. 11 main observation device 6-11 run-home point B, and laser is radiated at impact point B, impact point B and is positioned on ride on Bus No. 11 subjectivity survey line 6-11a.Main dial 11 provides the value of main angle of pitch β.Surveyor operates ride on Bus No. 11 pair observation device 7-11 afterwards, according to CCD digital camera output signal built-in for ride on Bus No. 11 pair observation device 7-11, artificial aiming laser point of irradiation so that impact point B is positioned on ride on Bus No. 11 pair survey line 7-11a.Now, subjective survey line 6-11a and secondary survey line 7-11a intersects at impact point B.Scale 12 provides the value of pivot angle β, completes this point and measures.

Embodiment 12

See Figure 34 to Figure 36, embodiment 12 has 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 on pedestal 1 and rotates around the axial line 9a of vertical pivot 9, 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, forms main intersection point.Being fixed with ten No. two main observation device 6-12 on main transverse axis 5, ten No. two main observation device 6-12 are the telescope of a built-in coaxial laser instrument, and its collimation axis is called ten No. two subjective survey line 6-12a.Ten No. two subjective survey line 6-12a are by main intersection point and the axial line 5a being perpendicular to main transverse axis 5.Being provided with pedestal 13 on main transverse axis 5, pedestal 13 is provided with the countershaft 8 that can rotate around Pivot Point Center line.The subjective survey line 6-12a of axial line 8a and ten of countershaft 8 No. two becomes spatial vertical, and intersects vertically with the axial line 5a of main transverse axis 5, forms auxiliary intersection point.Being fixed with ten No. two secondary observation device 7-12, ten No. two secondary observation device 7-12 on countershaft 8 is the telescope of an in-built CCD digital camera, and 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.No. two secondary survey line 7-12a of ten No. two subjective survey line 6-12a and ten are in same plane.Scale 12 is installed between countershaft 8 and pedestal 13 corresponding site.Above-mentioned horizontal rotation platform 2 and main transverse axis 5 rotate to be manually, the rotation of countershaft 8 is by servomotor or Driven by Ultrasonic Motors, and the ten No. two secondary observation device 7-12 that rotarily drive of countershaft 8 rotate.

Scale 12 is for measuring the size of the pivot angle β between ten No. two secondary survey line 7-12a and the axial line 5a of main transverse axis 5.

Under the effect of horizontal rotation platform 2, No. two secondary observation device 7-12 of ten No. two main observation device 6-12 and ten can level of synchronization revolution.No. two secondary observation device 7-12 of ten No. two main observation device 6-12 and ten can make to synchronize pitching with the rotation of main transverse axis 5, ten No. two secondary observation device 7-12 swing with the rotation of countershaft 8, No. two secondary survey line 7-12a of ten No. two subjective survey line 6-12a and ten are in same plane, ten No. two secondary survey line 7-12a are at above-mentioned rotation with in surface, thus, No. two secondary survey line 7-12a of ten No. two subjective survey line 6-12a and ten can in measured point intersection.

The using method of the novel measuring distance meter that the present embodiment provides is as follows: arranges spider at survey station point, is placed on spider by novel measuring distance meter, carries out centering leveling.Surveyor operates ten No. two main observation device 6-12 run-home point B, and laser is radiated at impact point B, impact point B and is positioned on ten No. two subjective survey line 6-12a.Ten No. two secondary observation device 7-12 are driven by motor afterwards, under ten No. two secondary CCD digital camera feedback signals built-in for observation device 7-12 control, and automatic aiming illuminated laser spot so that impact point B is positioned on ten No. two secondary survey line 7-12a.Now, subjective survey line 6-12a and secondary survey line 7-12a intersects at impact point B.Scale 12 provides the value of pivot angle β, completes this point and measures.

Embodiment 13

See Figure 37 to Figure 39, embodiment 13 has 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 on pedestal 1 and rotates around the axial line 9a of vertical pivot 9, 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, forms main intersection point.Being fixed with ten No. three main observation device 6-13 on main transverse axis 5, ten No. three main observation device 6-13 are the telescope of a built-in coaxial laser instrument, and its collimation axis is called ten No. three subjective survey line 6-13a.Ten No. three subjective survey line 6-13a are by main intersection point and the axial line 5a being perpendicular to main transverse axis 5.Being provided with pedestal 13 on main transverse axis 5, pedestal 13 is provided with the countershaft 8 that can rotate around Pivot Point Center line.The subjective survey line 6-13a of axial line 8a and ten of countershaft 8 No. three becomes spatial vertical, and intersects vertically with the axial line 5a of main transverse axis 5, forms auxiliary intersection point.Being fixed with ten No. three secondary observation device 7-13 on countershaft 8, ten No. three secondary observation device 7-13 are a laser instrument, and 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.No. three secondary survey line 7-13a of ten No. three subjective survey line 6-13a and ten are in same plane.Support 4 is installed CCD digital camera 14.Scale 12 is installed between countershaft 8 and pedestal 13 corresponding site.The rotation of above-mentioned horizontal rotation platform 2, main transverse axis 5 and countershaft 8 is manually.

Scale 12 is for measuring the size of the pivot angle β between ten No. three secondary survey line 7-13a and the axial line 5a of main transverse axis 5.

Under the effect of horizontal rotation platform 2, No. three secondary observation device 7-13 of ten No. three main observation device 6-13 and ten can level of synchronization revolution.No. three secondary observation device 7-13 of ten No. three main observation device 6-13 and ten can make to synchronize pitching with the rotation of main transverse axis 5, ten No. three secondary observation device 7-13 swing with the rotation of countershaft 8, No. three secondary survey line 7-13a of ten No. three subjective survey line 6-13a and ten are in same plane, ten No. three secondary survey line 7-13a are at above-mentioned rotation with in surface, thus, No. three secondary survey line 7-13a of ten No. three subjective survey line 6-13a and ten can in measured point intersection.

The using method of the novel measuring distance meter that the present embodiment provides is as follows: arranges spider at survey station point, is placed on spider by novel measuring distance meter, carries out centering leveling.Surveyor operates ten No. three main observation device 6-13 run-home point B, and laser is radiated at impact point B so that impact point B is positioned on ten No. three subjective survey line 6-13a.Surveyor operates ten No. three secondary observation device 7-13 afterwards, until in the output signal of CCD digital camera 13, naked eyes only observe an illuminated laser spot, now, subjective survey line 6-13a and secondary survey line 7-13a meets at impact point B.Scale 12 provides the value of pivot angle β, completes this point and measures.

Embodiment 14

See Figure 40 to Figure 42, embodiment 14 has 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 on pedestal 1 and rotates around the axial line 9a of vertical pivot 9, 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, forms main intersection point.Being fixed with ten No. four main observation device 6-14 on main transverse axis 5, ten No. four main observation device 6-14 are the telescope of a built-in coaxial laser instrument, and its collimation axis is called ten No. four subjective survey line 6-14a.Ten No. four subjective survey line 6-14a are by main intersection point and the axial line 5a being perpendicular to main transverse axis 5.Being provided with pedestal 13 on main transverse axis 5, pedestal 13 is provided with the countershaft 8 that can rotate around Pivot Point Center line.The subjective survey line 6-14a of axial line 8a and ten of countershaft 8 No. four becomes spatial vertical, and intersects vertically with the axial line 5a of main transverse axis 5, forms auxiliary intersection point.Being fixed with ten No. four secondary observation device 7-14 on countershaft 8, ten No. four secondary observation device 7-14 are a laser instrument, and 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.No. four secondary survey line 7-14a of ten No. four subjective survey line 6-14a and ten are in same plane.Support 4 is installed CCD digital camera 14.Scale 12 is installed between countershaft 8 and pedestal 13 corresponding site.Rotating to be manually of above-mentioned horizontal rotation platform 2 and main transverse axis 5, the rotation of countershaft 8 is by servomotor or Driven by Ultrasonic Motors.The ten No. four secondary observation device 7-14 that rotarily drive of countershaft 8 rotate.

Scale 12 is for measuring the size of the pivot angle β between ten No. four secondary survey line 7-14a and the axial line 5a of main transverse axis 5.

Under the effect of horizontal rotation platform 2, No. four secondary observation device 7-14 of ten No. four main observation device 6-14 and ten can level of synchronization revolution.No. four secondary observation device 7-14 of ten No. four main observation device 6-14 and ten can make to synchronize pitching with the rotation of main transverse axis 5, ten No. four secondary observation device 7-14 swing with the rotation of countershaft 8, No. four secondary survey line 7-14a of ten No. four subjective survey line 6-14a and ten are in same plane, ten No. four secondary survey line 7-14a are at above-mentioned rotation with in surface, thus, No. four secondary survey line 7-14a of ten No. four subjective survey line 6-14a and ten can in measured point intersection.

The using method of the novel measuring distance meter that the present embodiment provides is as follows: arranges spider at survey station point, is placed on spider by novel measuring distance meter, carries out centering leveling.Surveyor operates ten No. four main observation device 6-14, artificial run-home point B, and laser is radiated at impact point B, impact point B and is positioned on ten No. four subjective survey line 6-14a.Ten No. four secondary observation device 7-14 are driven automatic rotation by motor afterwards, until only observing an illuminated laser spot in CCD digital camera 13, now, subjective survey line 6-14a and secondary survey line 7-14a meets at impact point B.Scale 12 provides the value of pivot angle β, completes this point and measures.

Above-described embodiment is mentioned in-built CCD digital camera telescope, it is seen that He Baoxi edits, and the Yellow River water conservancy publishing house publishes its " total station survey technology " chapter 2 in August, 2005.Separately see that Mei Wensheng, Yang Hongzhu, publishing house of Wuhan University publish its " robot measurement exploitation and application " the 2nd chapter in November, 2011.

Claims

1. a novel measuring distance meter, 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, it is characterised 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), forms main intersection point；Being fixed with a main observation device (6-1) on main transverse axis (5), a main observation device is a telescope, and 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)；Being provided with pedestal (13) on main transverse axis (5), pedestal (13) 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 intersects vertically with the axial line (5a) of main transverse axis (5), forms auxiliary intersection point；Being fixed with a secondary observation device (7-1) on countershaft (8), a secondary observation device is a telescope, and 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；Scale (12) is installed between countershaft (8) and pedestal (13) corresponding site；The rotation of above-mentioned horizontal rotation platform (2), main transverse axis (5) and countershaft (8) is manually.

2. a novel measuring distance meter, 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, it is characterised 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), forms main intersection point；Being fixed with No. two main observation devices (6-2) on main transverse axis (5), No. two main observation devices (6-2) are a telescope, and 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)；Being provided with pedestal (13) on main transverse axis (5), pedestal (13) 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 intersects vertically with the axial line (5a) of main transverse axis (5), forms auxiliary intersection point；Being fixed with No. two secondary observation devices (7-2) on countershaft (8), No. two secondary observation devices are the telescope of an in-built CCD digital camera, and 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；Scale (12) is installed between countershaft (8) and pedestal (13) 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. a novel measuring distance meter, 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, it is characterised 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), forms main intersection point；Being fixed with No. three main observation devices (6-3) on main transverse axis (5), No. three main observation devices are the telescope of an in-built CCD digital camera, and 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)；Being provided with pedestal (13) on main transverse axis (5), pedestal (13) 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 intersects vertically with the axial line (5a) of main transverse axis (5), forms auxiliary intersection point；Being fixed with No. three secondary observation devices (7-3) on countershaft (8), No. three secondary observation devices are the telescope of an in-built CCD digital camera, and 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；Scale (12) is installed between countershaft (8) and pedestal (13) corresponding site；Rotating to be of above-mentioned horizontal rotation platform (2), main transverse axis (5) and countershaft (8) is electronic.

4. a novel measuring distance meter, 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, it is characterised 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), forms main intersection point；Being fixed with No. four main observation devices (6-4) on main transverse axis (5), No. four main observation devices are a laser instrument, and 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)；Being provided with pedestal (13) on main transverse axis (5), pedestal (13) 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 intersects vertically with the axial line (5a) of main transverse axis (5), forms auxiliary intersection point；Being fixed with No. four secondary observation devices (7-4) on countershaft (8), No. four secondary observation devices are a laser instrument, and 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；Scale (12) is installed between countershaft (8) and pedestal (13) corresponding site；The rotation of above-mentioned horizontal rotation platform (2), main transverse axis (5) and countershaft (8) is manually.

5. a novel measuring distance meter, 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, it is characterised 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), forms main intersection point；Being fixed with No. five main observation devices (6-5) on main transverse axis (5), No. five main observation devices are a laser instrument, and 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)；Being provided with pedestal (13) on main transverse axis (5), pedestal (13) 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 intersects vertically with the axial line (5a) of main transverse axis (5), forms auxiliary intersection point；Being fixed with No. five secondary observation devices (7-5) on countershaft (8), No. five secondary observation devices are a laser instrument, and 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；Scale (12) is installed between countershaft (8) and pedestal (13) 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. a novel measuring distance meter, 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, it is characterised 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), forms main intersection point；Being fixed with No. six main observation devices (6-6) on main transverse axis (5), No. six main observation devices are a laser instrument, and 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)；Being provided with pedestal (13) on main transverse axis (5), pedestal (13) 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 intersects vertically with the axial line (5a) of main transverse axis (5), forms auxiliary intersection point；Being fixed with No. six secondary observation devices (7-6) on countershaft (8), No. six secondary observation devices are a laser instrument, and 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；Scale (12) is installed between countershaft (8) and pedestal (13) corresponding site；The rotation of the main transverse axis of above-mentioned horizontal rotation platform (2) (5) and countershaft (8) is electronic.

7. a novel measuring distance meter, 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, it is characterised 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), forms main intersection point；Being fixed with No. seven main observation devices (6-7) on main transverse axis (5), No. seven main observation devices are a telescope, and 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)；Being provided with pedestal (13) on main transverse axis (5), pedestal (13) 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 intersects vertically with the axial line (5a) of main transverse axis (5), forms auxiliary intersection point；Being fixed with No. seven secondary observation devices (7-7) on countershaft (8), No. seven secondary observation devices are a laser instrument, and 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；Scale (12) is installed between countershaft (8) and pedestal (13) corresponding site；Rotating to be manually of above-mentioned horizontal rotation platform (2), main transverse axis (5) and countershaft (8).

8. a novel measuring distance meter, 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, it is characterised 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), forms main intersection point；Being fixed with No. eight main observation devices (6-8) on main transverse axis (5), No. eight main observation devices are the telescope of an in-built CCD digital camera, and 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)；Being provided with pedestal (13) on main transverse axis (5), pedestal (13) 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 intersects vertically with the axial line (5a) of main transverse axis (5), forms auxiliary intersection point；Being fixed with No. eight secondary observation devices (7-8) on countershaft (8), No. eight secondary observation devices are a laser instrument, and 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；Scale (12) is installed between countershaft (8) and pedestal (13) corresponding site；The rotation of above-mentioned horizontal rotation platform (2), main transverse axis (5) and countershaft (8) is manually.

9. a novel measuring distance meter, 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, it is characterised 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), forms main intersection point；Being fixed with No. nine main observation devices (6-9) on main transverse axis (5), No. nine main observation devices are the telescope of an in-built CCD digital camera, and 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)；Being provided with pedestal (13) on main transverse axis (5), pedestal (13) 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 intersects vertically with the axial line (5a) of main transverse axis (5), forms auxiliary intersection point；Being fixed with No. nine secondary observation devices (7-9) on countershaft (8), No. nine secondary observation devices are a laser instrument, and 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；Scale (12) is installed between countershaft (8) and pedestal (13) 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. a novel measuring distance meter, 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, it is characterised 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), forms main intersection point；Being fixed with No. ten main observation devices (6-10) on main transverse axis (5), No. ten main observation devices are the telescope of a built-in optical axis laser instrument, and 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)；Being provided with pedestal (13) on main transverse axis (5), pedestal (13) 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 intersects vertically with the axial line (5a) of main transverse axis (5), forms auxiliary intersection point；Being fixed with No. ten secondary observation devices (7-10) on countershaft (8), No. ten secondary observation devices are a telescope, and 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；Scale (12) is installed between countershaft (8) and pedestal (13) corresponding site；The rotation of above-mentioned horizontal rotation platform (2), main transverse axis (5) and countershaft (8) is manually.

11. a novel measuring distance meter, 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, it is characterised 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), forms main intersection point；Being fixed with the main observation device of ride on Bus No. 11 (6-11) on main transverse axis (5), the main observation device of ride on Bus No. 11 is the telescope of a built-in coaxial laser instrument, and 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)；Being provided with pedestal (13) on main transverse axis (5), pedestal (13) 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 intersects vertically with the axial line (5a) of main transverse axis (5), forms auxiliary intersection point；Being fixed with ride on Bus No. 11 pair observation device (7-11) on countershaft (8), ride on Bus No. 11 pair observation device is the telescope of an in-built CCD digital camera, and 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；Scale (12) is installed between countershaft (8) and pedestal (13) corresponding site；The rotation of above-mentioned horizontal rotation platform (2), main transverse axis (5) and countershaft (8) is manually.

12. a novel measuring distance meter, 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, it is characterised 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), forms main intersection point；Being fixed with ten No. two main observation devices (6-12) on main transverse axis (5), ten No. two main observation devices are the telescope of a built-in coaxial laser instrument, and 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)；Being provided with pedestal (13) on main transverse axis (5), pedestal (13) 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 intersects vertically with the axial line (5a) of main transverse axis (5), forms auxiliary intersection point；Being fixed with ten No. two secondary observation devices (7-12) on countershaft (8), ten No. two secondary observation devices are the telescope of an in-built CCD digital camera, and 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；Scale (12) is installed between countershaft (8) and pedestal (13) 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. a novel measuring distance meter, 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, it is characterised 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), forms main intersection point；Being fixed with ten No. three main observation devices (6-13) on main transverse axis (5), ten No. three main observation devices are the telescope of a built-in coaxial laser instrument, and 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)；Being provided with pedestal (13) on main transverse axis (5), pedestal (13) 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 intersects vertically with the axial line (5a) of main transverse axis (5), forms auxiliary intersection point；Being fixed with ten No. three secondary observation devices (7-13) on countershaft (8), ten No. three secondary observation devices are a laser instrument, and 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)；Scale (12) is installed between countershaft (8) and pedestal (13) corresponding site；Rotating to be manually of above-mentioned horizontal rotation platform (2), main transverse axis (5) and countershaft (8).

14. a novel measuring distance meter, 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, it is characterised 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), forms main intersection point；Being fixed with ten No. four main observation devices (6-14) on main transverse axis (5), ten No. four main observation devices are the telescope of a built-in coaxial laser instrument, and 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)；Being provided with pedestal (13) on main transverse axis (5), pedestal (13) 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 intersects vertically with the axial line (5a) of main transverse axis (5), forms auxiliary intersection point；Being fixed with ten No. four secondary observation devices (7-14) on countershaft (8), ten No. four secondary observation devices are a laser instrument, and 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)；Scale (12) is installed between countershaft (8) and pedestal (13) 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.