CN105758338A - Novel high-temperature forge piece measurement device - Google Patents

Novel high-temperature forge piece measurement device Download PDF

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Publication number
CN105758338A
CN105758338A CN201510523388.8A CN201510523388A CN105758338A CN 105758338 A CN105758338 A CN 105758338A CN 201510523388 A CN201510523388 A CN 201510523388A CN 105758338 A CN105758338 A CN 105758338A
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China
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line
main
transverse axis
countershaft
pedestal
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CN201510523388.8A
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CN105758338B (en
Inventor
刘浏
范真
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Jiangsu University of Technology
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Jiangsu University of Technology
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Priority to CN201810085484.2A priority Critical patent/CN108106568B/en
Priority to CN201810084046.4A priority patent/CN108375351A/en
Priority to CN201810084032.2A priority patent/CN108398081A/en
Priority to CN201510523388.8A priority patent/CN105758338B/en
Publication of CN105758338A publication Critical patent/CN105758338A/en
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Abstract

Disclosed is a novel high-temperature forge piece measurement device. A plurality of station points are arranged around a high-temperature forge piece, and mutual position relations between the station points are determinate; and each station point is provided with a measurement apparatus, and each measurement apparatus is provided with a pedestal, a horizontal revolution platform, a support and a vertical shaft, wherein the support is provided with a primary transverse shaft, the axial lead of the primary transverse shaft is intersected with the axial lead of the vertical shaft, a first primary observation apparatus is fixed on the primary transverse shaft, the primary transverse shaft is provided with a shaft bracket, the shaft bracket is provided with a secondary shaft, the axial lead of the secondary shaft is vertically intersected with the axial lead of the primary transverse shaft, a first secondary observation apparatus is fixed on the secondary shaft, and a first primary observation line and a first secondary observation line are disposed at the same plane; and a primary dial is installed between a corresponding position of the primary transverse shaft and a corresponding position of the support, and a secondary dial is installed between a corresponding position of the secondary shaft and a corresponding position of the shaft bracket. The structure is relatively simple, the measurement is accurate, the operation is convenient, and unfavorable influences exerted by external environment on an electronic system are greatly reduced. During measurement, measurement of such atmosphere conditions as temperature, air pressure, humiture and the like is unnecessary.

Description

New type high temperature forging measurement device
Technical field
The present invention relates to high-temperature forging measurement device.
Background technology
Forging, refers generally to the heavy forging with steel ingot forging on 10MN hydraulic press or 50kN forging hammer, and axial workpiece is typically in more than 5 tons, and disk-like accessory is typically in more than 2 tons, adopts free forging process, is the core component manufacturing Grand Equipments.During heavy forging forging, material and energy resource consumption are huge, control forging ' s block dimension for controlling quality, reduce cost to be of great importance.The measurement difficult point of high-temperature forging be in that its large scale, about 1000 DEG C high temperature, luminous strong, forging shop environment is extremely severe.
At present, forging and stamping factory both domestic and external, it is common to adopt contact type measurement.Being exactly that heavy forging leaves forging press in the condition of high temperature, be transferred to measurement station, operative's clamp, gauge rod etc. directly contact high-temperature forging, naked eyes reading.At high operating temperatures, so measuring, labor condition has not been severe, but dangerous.And measurement data is very little, measurement efficiency is low, low precision.Obviously, contact type measurement, for high-temperature forging, and it is not suitable for.
The non-contact measurement of high-temperature forging, is development priority.Including laser beam projects method (needing a high-precision long guideway guided laser to measure heavy forging), ccd image measurement method, laser scanning method.Both currently mainly after development.Ccd image detects, and contains much information, and measures efficiency high, but easily disturbed, is limited by the CCD camera depth of field, images match difficulty, it is necessary to field calibration., then there is electronic system environmental requirement is higher in laser ranging, forging high temperature directly affects the problems such as range accuracy.The foreign commodities of some open report, its technical specification, environmental suitability are still not clear, the domestic report not having to adopt.And price is too high." the hot online dimensional measurement Review Study of heavy forging " of " intermetallic composite coating hot-working " 11 phases in 2008 it is published according to Nie Shaomin, Japanese plum Kui, each enterprise adopts manual method to measure substantially, the heavy forging measurement of China is substantially at blank, and enterprise is badly in need of, and is ready to pay.Above-mentioned technical problem, visible 2013 South China Science & Engineering University's Li Zhelin thesis for the doctorate " three-dimensional dimension based on the major axis type high temp heavy forging of CCD surveys quantifier elimination ", Shanghai Communications University's Tian Zhisong thesis for the doctorate " key technology research of heavy forging on-line detecting system " in 2010, king nation of Dalian University of Technology thesis for the doctorate " the hot geometric parameter vision measurement system research of forging " in 2011.
Range finding has important function in the industry.According to range measurement principle, it is possible to be divided into trigonometry, impulse method, phase method.Trigonometry is that beam of laser is irradiated on object, and part diffuse-reflectance laser is through prism imaging on photoelectric detection equipment.Trigonometry has a lot of positional parameter requirement in application, very loaded down with trivial details and time-consuming on measurement device is demarcated, if a certain parameter cannot accurately obtain in system during actual measurement, will make measurement data generation error.When measurement device has small variations, in system, each parameter all must be demarcated again.See that perhaps the intelligence Sun Changku that admires writes, " 3D reverse-engineering " (China Measuring Press 2002 April the 1st edition) p16.
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 new type high temperature forging measurement device.
For reaching above-mentioned purpose, the present invention takes one of technical scheme as follows: the present invention takes to be arranged around some survey stations point at high-temperature forging, and the mutual alignment relation between survey station point determines that;nullEach survey station point is arranged a measurement apparatus,Every measurement apparatus 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 laser instrument,Its optical 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;Between vertical pivot and horizontal rotation platform, horizontal limb is installed, main dial is installed between main transverse axis and support corresponding site, secondary scale is installed between countershaft and pedestal corresponding site;The rotation of above-mentioned horizontal rotation platform, main transverse axis and countershaft is manually.
For reaching above-mentioned purpose, the present invention takes the two as follows of technical scheme: the present invention takes to be arranged around some survey stations point at high-temperature forging, and the mutual alignment relation between survey station point determines that;nullEach survey station point is arranged a measurement apparatus,Every measurement apparatus 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 the telescope of an in-built CCD digital camera,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 a laser instrument,Its optical 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;Between vertical pivot and horizontal rotation platform, horizontal limb is installed, main dial is installed between main transverse axis and support corresponding site, secondary scale is installed between countershaft and pedestal corresponding site;The rotation of above-mentioned horizontal rotation platform, main transverse axis and countershaft is manually.
For reaching above-mentioned purpose, the present invention takes the three as follows of technical scheme: the present invention takes to be arranged around some survey stations point at high-temperature forging, and the mutual alignment relation between survey station point determines that;nullEach survey station point is arranged a measurement apparatus,Every measurement apparatus 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 a laser instrument,Its optical 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;Between vertical pivot and horizontal rotation platform, horizontal limb is installed, main dial is installed between main transverse axis and support corresponding site, secondary 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.
For reaching above-mentioned purpose, the present invention takes the four as follows of technical scheme: the present invention takes to be arranged around some survey stations point at high-temperature forging, and the mutual alignment relation between survey station point determines that;nullEach survey station point is arranged a measurement apparatus,Every measurement apparatus 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 the telescope of a built-in optical axis 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 telescope,Its collimation 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;Between vertical pivot and horizontal rotation platform, horizontal limb is installed, main dial is installed between main transverse axis and support corresponding site, secondary scale is installed between countershaft and pedestal corresponding site;The rotation of above-mentioned horizontal rotation platform, main transverse axis and countershaft is manually.
For reaching above-mentioned purpose, the present invention takes the five as follows of technical scheme: the present invention takes to be arranged around some survey stations point at high-temperature forging, and the mutual alignment relation between survey station point determines that;nullEach survey station point is arranged a measurement apparatus,Every measurement apparatus 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 the telescope of a built-in coaxial laser instrument,Its collimation 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 the telescope of an in-built CCD digital camera,Its collimation 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;Between vertical pivot and horizontal rotation platform, horizontal limb is installed, main dial is installed between main transverse axis and support corresponding site, secondary scale is installed between countershaft and pedestal corresponding site;The rotation of above-mentioned horizontal rotation platform, main transverse axis and countershaft is manually.
For reaching above-mentioned purpose, the present invention takes the six as follows of technical scheme: the present invention takes to be arranged around some survey stations point at high-temperature forging, and the mutual alignment relation between survey station point determines that;nullEach survey station point is arranged a measurement apparatus,Every this measurement apparatus of measurement apparatus 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 the telescope of a built-in coaxial laser instrument,Its collimation 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 the telescope of an in-built CCD digital camera,Its collimation 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;Between vertical pivot and horizontal rotation platform, horizontal limb is installed, main dial is installed between main transverse axis and support corresponding site, secondary 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.
For reaching above-mentioned purpose, the present invention takes the seven as follows of technical scheme: the present invention takes to be arranged around some survey stations point at high-temperature forging, and the mutual alignment relation between survey station point determines that;nullEach survey station point is arranged a measurement apparatus,Every measurement apparatus 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 the telescope of a built-in coaxial laser instrument,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;Between vertical pivot and horizontal rotation platform, horizontal limb is installed, main dial is installed between main transverse axis and support corresponding site, secondary scale is installed between countershaft and pedestal corresponding site;Support connects a CCD digital camera;The rotation of above-mentioned horizontal rotation platform, main transverse axis and countershaft is manually.
For reaching above-mentioned purpose, the present invention takes the eight as follows of technical scheme: the present invention takes to be arranged around some survey stations point at high-temperature forging, and the mutual alignment relation between survey station point determines that;nullEach survey station point is arranged a measurement apparatus,Every measurement apparatus 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 a built-in coaxial laser instrument,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;Support connects a CCD digital camera;Between vertical pivot and horizontal rotation platform, horizontal limb is installed, main dial is installed between main transverse axis and support corresponding site, secondary 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.
For reaching above-mentioned purpose, the present invention takes the nine as follows of technical scheme: the present invention takes to be arranged around some survey stations point at high-temperature forging, and the mutual alignment relation between survey station point determines that;nullEach survey station point is arranged a measurement apparatus,Every measurement apparatus 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;Between vertical pivot and horizontal rotation platform, horizontal limb is installed, main dial is installed between main transverse axis and support corresponding site, secondary scale is installed between countershaft and pedestal corresponding site;The rotation of above-mentioned horizontal rotation platform, main transverse axis and countershaft is electronic.
For reaching above-mentioned purpose, the present invention takes the ten as follows of technical scheme: the present invention takes to be arranged around some survey stations point at high-temperature forging, and the mutual alignment relation between survey station point determines that;nullEach survey station point is arranged a measurement apparatus,Every measurement apparatus 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 a laser instrument,Its optical 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 an in-built CCD digital camera 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;Between vertical pivot and horizontal rotation platform, horizontal limb is installed, main dial is installed between main transverse axis and support corresponding site, secondary scale is installed between countershaft and pedestal corresponding site;The rotation of above-mentioned horizontal rotation platform, main transverse axis and countershaft is electronic.
For reaching above-mentioned purpose, the present invention takes the 11 as follows of technical scheme: the present invention takes to be arranged around some survey stations point at high-temperature forging, and the mutual alignment relation between survey station point determines that;nullEach survey station point is arranged a measurement apparatus,Every measurement apparatus 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 a laser instrument,Its optical 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 a laser instrument,Its optical 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;Support connects a CCD digital camera;Between vertical pivot and horizontal rotation platform, horizontal limb is installed, main dial is installed between main transverse axis and support corresponding site, secondary scale is installed between countershaft and pedestal corresponding site;The rotation of above-mentioned horizontal rotation platform, main transverse axis and 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, are no need for measuring the atmospheric conditions such as temperature, air pressure, humidity again, it is no longer necessary to before measuring instrument be carried out meteorological correction, the electronic system making this high-temperature forging measurement device is simplified, and its electro-optical distance measurement system calibration, it is simplified.
Accompanying drawing explanation
Fig. 1 is the schematic layout pattern of the present invention
Fig. 2 is the measurement apparatus schematic diagram of embodiment 1.
Fig. 3 is the simple side view of Fig. 2.
Fig. 4 is that embodiment 1 measures angle schematic diagram.
Fig. 5 is the measurement apparatus schematic diagram of embodiment 2.
Fig. 6 is the simple side view of Fig. 5.
Fig. 7 is that embodiment 2 measures angle schematic diagram.
Fig. 8 is the measurement apparatus schematic diagram of embodiment 3.
Fig. 9 is the simple side view of Fig. 8.
Figure 10 is that embodiment 3 measures angle schematic diagram.
Figure 11 is the measurement apparatus schematic diagram of embodiment 4.
Figure 12 is the simple side view of Figure 11.
Figure 13 is that embodiment 4 measures angle schematic diagram.
Figure 14 is the measurement apparatus schematic diagram of embodiment 5.
Figure 15 is the simple side view of Figure 14.
Figure 16 is that embodiment 5 measures angle schematic diagram.
Figure 17 is the measurement apparatus schematic diagram of embodiment 6.
Figure 18 is the simple side view of Figure 17.
Figure 19 is that embodiment 6 measures angle schematic diagram.
Figure 20 is the measurement apparatus schematic diagram of embodiment 7.
Figure 21 is the simple side view of Figure 20.
Figure 22 is that embodiment 7 measures angle schematic diagram.
Figure 23 is the measurement apparatus schematic diagram of embodiment 8.
Figure 24 is the simple side view of Figure 23.
Figure 25 is that embodiment 8 measures angle schematic diagram.
Figure 26 is the measurement apparatus schematic diagram of embodiment 9.
Figure 27 is the simple side view of Figure 26.
Figure 28 is that embodiment 9 measures angle schematic diagram.
Figure 29 is the measurement apparatus schematic diagram of embodiment 10.
Figure 30 is the simple side view of Figure 29.
Figure 31 is that embodiment 10 measures angle schematic diagram.
Figure 32 is the measurement apparatus schematic diagram of embodiment 11.
Figure 33 is the simple side view of Figure 32.
Figure 34 is that embodiment 11 measures angle schematic diagram.
Detailed description of the invention
Embodiment 1
Seeing that Fig. 1 and Fig. 2 to Fig. 4, the present embodiment take to be arranged around 2 survey station point B at high-temperature forging A, the quantity of survey station point is decided by complex-shaped degree and the volume size of high-temperature forging A.Selecting one of them survey station point is initial point survey station point, and the mutual alignment relation between survey station point is confirmed in advance.
Each survey station point is arranged a measurement apparatus, every measurement apparatus has pedestal 1, horizontal rotation platform 2, support 4 and vertical pivot 9, support 4 is fixed on horizontal rotation platform 2, and vertical pivot 9 and pedestal 1 is fixing to be connected, and 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, form main intersection point, main transverse axis 5 is fixed with a main observation device 6-1, a number main observation device 6-1 is a telescope, its collimation axis is called a subjective survey line 6-1a, and a subjective survey line 6-1a is by main intersection point and the axial line 5a being perpendicular to main transverse axis 5.Main transverse axis 5 is provided with pedestal 10, pedestal 10 is provided with the countershaft 8 that can rotate around Pivot Point Center line, the subjective survey line 6-1a of axial line 8a and No. of countershaft 8 becomes spatial vertical, and intersect vertically with the axial line 5a of main transverse axis 5, form auxiliary intersection point, countershaft 8 is fixed with a secondary observation device 7-1, a number secondary observation device 7-1 is a laser instrument, its optical axis is called a secondary survey line 7-1a, number secondary survey line 7-1a is by auxiliary intersection point and is perpendicular to the axial line 8a, a subjective survey line 6-1a and a secondary survey line 7-1a of countershaft 8 and is in same plane.Horizontal limb 3 is installed between vertical pivot 9 and horizontal rotation platform 2, main dial 11 is installed between main transverse axis 5 and support 4 corresponding site, secondary scale 12 is installed between countershaft 8 and pedestal 10 corresponding site.
Horizontal limb 3 is for measuring the angle of revolution of horizontal rotation platform 2.Main dial 11 is used for the size of angle and the vertical angle α measuring between a subjective survey line 6-1a and the axial line 9a of vertical pivot 9.Secondary scale 12 is used for the size of angle and the pivot angle β measuring 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.The rotation of main transverse axis 5 can drive an a main observation device 6-1 and secondary observation device 7-1 to make to synchronize pitching, the secondary observation device 7-1 that rotarily drives of countershaft 8 rotates, 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, so an a subjective survey line 6-1a and secondary survey line 7-1a can intersect at a bit.
The rotation of above-mentioned horizontal rotation platform 2, main transverse axis 5 and secondary transverse axis 8 is manually.
This measurement apparatus also has power pack, data processing section, communication interface and display screen, keyboard etc..
The using method of the present embodiment and the process of measurement are as follows: arrange the shock insulation platform of a level on each survey station point, leveling that described measurement apparatus is placed on shock insulation platform centering, the level angle of each measurement apparatus is measured, and all with direct north for zero-bit, increases clockwise.
Measurement apparatus on surveyor elder generation operating origin survey station point, manually aims at this measurement apparatus main observation device 6-1 at certain point on high-temperature forging, and horizontal limb 3 provides the angle of revolution of horizontal rotation platform 2, and main dial 11 provides the value of vertical angle α.The secondary observation device 7-1 of surveyor's manual operation afterwards, occur on a subjective survey line 6-1a until being observed visually the secondary observation device 7-1 green laser point of irradiation sent, now, an a number subjective survey line 6-1a and secondary survey line 7-1a intersects at this point, secondary scale 12 provides the value of pivot angle β, completes this point and measures.Value according to pivot angle β, the distance h between known main intersection point and auxiliary intersection point value, the value of distance S between this point and the main intersection point of this measurement apparatus is obtained by data processing section, in conjunction with angle of revolution and the vertical angle α of horizontal rotation platform 2, namely can determine that the coordinate of the relatively main intersection point of this point and initial point survey station point.Surveyor repeats aforesaid operations, to additionally some measurement on high-temperature forging, it is determined that the more additionally coordinate of relative initial point survey station point.
The measurement apparatus of each survey station point is repeated aforesaid operations, it is thus achieved that the coordinate of the relatively each survey station point of some points on high-temperature forging.Through processing through data, it is thus achieved that the coordinate of the relative initial point survey station point of some points on high-temperature forging, so that it is determined that the apparent size of high-temperature forging.
Embodiment 2
Seeing that Fig. 1 and Fig. 5 to Fig. 7, the present embodiment take to be arranged around 2 survey station point B at high-temperature forging A, the quantity of survey station point is decided by complex-shaped degree and the volume size of high-temperature forging A.Selecting one of them survey station point is initial point survey station point, and the mutual alignment relation between survey station point is confirmed in advance.
Each survey station point is arranged a measurement apparatus, every measurement apparatus has pedestal 1, horizontal rotation platform 2, support 4 and vertical pivot 9, support 4 is fixed on horizontal rotation platform 2, and vertical pivot 9 and pedestal 1 is fixing to be connected, and 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, form main intersection point, main transverse axis 5 is fixed with No. two main observation device 6-2, No. two main observation device 6-2 are the telescope of an in-built CCD digital camera, its collimation axis is called No. two subjective survey line 6-2a, and 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 10 on main transverse axis 5, pedestal 10 is provided with the countershaft 8 that can rotate around Pivot Point Center line, and 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;Countershaft 8 is fixed with No. two secondary observation device 7-2, it it is a laser instrument, its optical axis is called No. two secondary survey line 7-2a, and No. two secondary survey line 7-2a are by auxiliary intersection point and be perpendicular to the axial line 8a, No. two subjective survey line 6-2a and No. two secondary survey line 7-2a of countershaft 8 and be in same plane.Horizontal limb 3 is installed between vertical pivot 9 and horizontal rotation platform 2, main dial 11 is installed between main transverse axis 5 and support 4 corresponding site, secondary scale 12 is installed between countershaft 8 and pedestal 10 corresponding site.
Horizontal limb 3 is for measuring the angle of revolution of horizontal rotation platform 2.Main dial 11 is used for the size of angle and the vertical angle α measuring between No. two subjective survey line 6-2a and the axial line 9a of vertical pivot 9.Secondary scale 12 is used for the size of angle and the pivot angle β measuring 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.The rotation of main transverse axis 5 can drive No. two main observation device 6-2 and No. two secondary observation device 7-2 to make to synchronize pitching, the rotation of countershaft 8 makes No. two secondary observation device 7-2 rotate, No. two subjective survey line 6-2a and No. two secondary survey line 7-2a are in conplane, No. two secondary survey line 7-2a are at above-mentioned rotation with in surface, so No. two subjective survey line 6-2a and No. two secondary survey line 7-2a can intersect at a bit.
The rotation of above-mentioned horizontal rotation platform 2, main transverse axis 5 and secondary transverse axis 8 is manually.
This measurement apparatus also has power pack, data processing section, communication interface and display screen, keyboard etc..
The using method of the present embodiment and the process of measurement are as follows: arrange the shock insulation platform of a level on each survey station point, leveling that described measurement apparatus is placed on shock insulation platform centering, the level angle of each measurement apparatus is measured, and all with direct north for zero-bit, increases clockwise.
This measurement apparatus No. two main observation device 6-2 are manually aimed at certain point on high-temperature forging by the measurement apparatus on surveyor elder generation operating origin survey station point, and horizontal limb 3 provides the angle of revolution of horizontal rotation platform 2, and main dial 11 provides the value of vertical angle α.The secondary observation device 7-2 of surveyor's manual operation afterwards two, until naked eyes observe that on the CCD digital camera of No. two main observation device 6-2 No. two secondary observation device 7-2 green laser point of irradiation sent occurs on No. two subjective survey line 6-2a, now, No. two subjective survey line 6-2a and No. two secondary survey line 7-2a intersect at this point, secondary scale 12 provides the value of pivot angle β, completes this point and measures.Value according to pivot angle β, the distance h between known main intersection point and auxiliary intersection point value, the value of distance S between this point and the main intersection point of this measurement apparatus is obtained by data processing section, in conjunction with angle of revolution and the vertical angle α of horizontal rotation platform 2, namely can determine that the coordinate of the relatively main intersection point of this point and initial point survey station point.Surveyor repeats aforesaid operations, to additionally some measurement on high-temperature forging, it is determined that the more additionally coordinate of relative initial point survey station point.
The measurement apparatus of each survey station point is repeated aforesaid operations, it is thus achieved that the coordinate of the relatively each survey station point of some points on high-temperature forging.Through processing through data, it is thus achieved that the coordinate of the relative initial point survey station point of some points on high-temperature forging, so that it is determined that the apparent size of high-temperature forging.
Embodiment 3
Seeing that Fig. 1 and Fig. 8 to Figure 10, the present embodiment take to be arranged around 2 survey station point B at high-temperature forging A, the quantity of survey station point is decided by complex-shaped degree and the volume size of high-temperature forging A.Selecting one of them survey station point is initial point survey station point, and the mutual alignment relation between survey station point is confirmed in advance.
Each survey station point is arranged a measurement apparatus, every measurement apparatus has pedestal 1, horizontal rotation platform 2, support 4 and vertical pivot 9, support 4 is fixed on horizontal rotation platform 2, and vertical pivot 9 and pedestal 1 is fixing to be connected, and 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, form main intersection point, main transverse axis 5 is fixed with No. three main observation device 6-3, No. three main observation device 6-3 are the telescope of an in-built CCD digital camera, its collimation axis is called No. three subjective survey line 6-3a, and 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 10 on main transverse axis 5, pedestal 10 is provided with the countershaft 8 that can rotate around Pivot Point Center line, and 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;Countershaft 8 is fixed with No. three secondary observation device 7-3, No. three secondary observation device 7-3 are a laser instrument, its optical axis is called No. three secondary survey line 7-3a, No. three secondary survey line 7-3a are by auxiliary intersection point and be perpendicular to the axial line 8a, No. three subjective survey line 6-3a and No. three secondary survey line 7-3a of countershaft 8 and be in same plane.Horizontal limb 3 is installed between vertical pivot 9 and horizontal rotation platform 2, main dial 11 is installed between main transverse axis 5 and support 4 corresponding site, secondary scale 12 is installed between countershaft 8 and pedestal 10 corresponding site.
Horizontal limb 3 is for measuring the angle of revolution of horizontal rotation platform 2.Main dial 11 is used for the size of angle and the vertical angle α measuring between No. three subjective survey line 6-3a and the axial line 9a of vertical pivot 9.Secondary scale 12 is used for the size of angle and the pivot angle β measuring 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.The rotation of main transverse axis 5 can drive No. three main observation device 6-3 and No. three secondary observation device 7-3 to make to synchronize pitching, the rotation of countershaft 8 makes No. three secondary observation device 7-3 rotate, 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, so No. three subjective survey line 6-3a and No. three secondary survey line 7-3a can intersect at a bit.
Rotating to be manually of above-mentioned horizontal rotation platform 2 and main transverse axis 5, the rotation of countershaft 8 is driven by motor, and motor is servomotor or ultrasound electric machine.
This measurement apparatus also has power pack, data processing section, communication interface and display screen, keyboard etc..
The using method of the present embodiment and the process of measurement are as follows: arrange the shock insulation platform of a level on each survey station point, leveling that described measurement apparatus is placed on shock insulation platform centering, the level angle of each measurement apparatus is measured, and all with direct north for zero-bit, increases clockwise.
This measurement apparatus No. three main observation device 6-3 are manually aimed at certain point on high-temperature forging by the measurement apparatus on surveyor elder generation operating origin survey station point.Horizontal limb 3 provides the angle of revolution of horizontal rotation platform 2, and main dial 11 provides the value of vertical angle α.Rear motor drive No. three secondary observation device 7-3, until the CCD digital camera of No. three main observation device 6-3 observes that No. three secondary observation device 7-3 green laser point of irradiation sent occurs on No. three subjective survey line 6-3a, now, No. three subjective survey line 6-3a and No. three secondary survey line 7-3a intersect at this point, secondary scale 12 provides the value of pivot angle β, completes this point and measures.Value according to pivot angle β, the distance h between known main intersection point and auxiliary intersection point value, the value of distance S between this point and the main intersection point of this measurement apparatus is obtained by data processing section, in conjunction with angle of revolution and the vertical angle α of horizontal rotation platform 2, namely can determine that the coordinate of the relatively main intersection point of this point and initial point survey station point.Surveyor repeats aforesaid operations, to additionally some measurement on high-temperature forging, it is determined that the more additionally coordinate of relative initial point survey station point.
The single device of each survey station point, repeats aforesaid operations, it is thus achieved that the coordinate of the relatively each survey station point of some points on high-temperature forging.Process through data, it is thus achieved that the coordinate of the relative initial point survey station point of some points on high-temperature forging.Obtain high-temperature forging apparent size.
Embodiment 4
Seeing that Fig. 1 and Figure 11 to Figure 13, the present embodiment take to be arranged around 2 survey station point B at high-temperature forging A, the quantity of survey station point is decided by complex-shaped degree and the volume size of high-temperature forging A.Selecting one of them survey station point is initial point survey station point, and the mutual alignment relation between survey station point is confirmed in advance.
Each survey station point is arranged a measurement apparatus, every measurement apparatus has pedestal 1, horizontal rotation platform 2, support 4 and vertical pivot 9, support 4 is fixed on horizontal rotation platform 2, and vertical pivot 9 and pedestal 1 is fixing to be connected, and 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, form main intersection point, main transverse axis 5 is fixed with No. four main observation device 6-4, No. four main observation device 6-4 are the telescope of a built-in optical axis laser instrument, its optical axis is called No. four subjective survey line 6-4a, and 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 10 on main transverse axis 5, pedestal 10 is provided with the countershaft 8 that can rotate around Pivot Point Center line, and 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;Countershaft 8 is fixed with No. four secondary observation device 7-4, No. four secondary observation device 7-4 are a telescope, its collimation axis is called No. four secondary survey line 7-4a, No. four secondary survey line 7-4a are by auxiliary intersection point and be perpendicular to the axial line 8a, No. four subjective survey line 6-4a and No. four secondary survey line 7-4a of countershaft 8 and be in same plane.Horizontal limb 3 is installed between vertical pivot 9 and horizontal rotation platform 2, main dial 11 is installed between main transverse axis 5 and support 4 corresponding site, secondary scale 12 is installed between countershaft 8 and pedestal 10 corresponding site.
Horizontal limb 3 is for measuring the angle of revolution of horizontal rotation platform 2.Main dial 11 is used for the size of angle and the vertical angle α measuring between No. four subjective survey line 6-4a and the axial line 9a of vertical pivot 9.Secondary scale 12 is used for the size of angle and the pivot angle β measuring 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.The rotation of main transverse axis 5 can drive No. four main observation device 6-4 and No. four secondary observation device 7-4 to make to synchronize pitching, the rotation of countershaft 8 makes No. four secondary observation device 7-4 rotate, No. four subjective survey line 6-4a and No. four secondary survey line 7-4a are in conplane, No. four secondary survey line 7-4a are at above-mentioned rotation with in surface, so No. four subjective survey line 6-4a and No. four secondary survey line 7-4a can intersect at a bit.
The rotation of above-mentioned horizontal rotation platform 2, main transverse axis 5 and secondary transverse axis 8 is manually.
This measurement apparatus also has power pack, data processing section, communication interface and display screen, keyboard etc..
The using method of the present embodiment and the process of measurement are as follows: arrange the shock insulation platform of a level on each survey station point, leveling that described measurement apparatus is placed on shock insulation platform centering, the level angle of each measurement apparatus is measured, and all with direct north for zero-bit, increases clockwise.
Measurement apparatus on surveyor elder generation operating origin survey station point, this measurement apparatus No. four main observation device 6-4 are manually aimed at certain point on high-temperature forging, the green laser that No. four main observation device 6-4 send is irradiated to this point, horizontal limb 3 provides the angle of revolution of horizontal rotation platform 2, and main dial 11 provides the value of vertical angle α.The secondary observation device 7-4 of manual drive four afterwards, occurs on No. four secondary survey line 7-4a until being observed visually green laser point of irradiation.Now, No. four subjective survey line 6-4a and No. four secondary survey line 7-4a intersect at this point, and secondary scale 12 provides the value of pivot angle β, complete this point and measure.Value according to pivot angle β, the distance h between known main intersection point and auxiliary intersection point value, the value of distance S between this point and the main intersection point of this measurement apparatus is obtained by data processing section, in conjunction with angle of revolution and the vertical angle α of horizontal rotation platform 2, namely can determine that the coordinate of the relatively main intersection point of this point and initial point survey station point.Surveyor repeats aforesaid operations, to additionally some measurement on high-temperature forging, it is determined that the more additionally coordinate of relative initial point survey station point.
The measurement apparatus of each survey station point is repeated aforesaid operations, it is thus achieved that the coordinate of the relatively each survey station point of some points on high-temperature forging.Process through data, it is thus achieved that the coordinate of the relative initial point survey station point of some points on high-temperature forging, so that it is determined that the apparent size of high-temperature forging.
Embodiment 5
Seeing that Fig. 1 and Figure 13 to Figure 16, the present embodiment take to be arranged around 2 survey station point B at high-temperature forging A, the quantity of survey station point is decided by complex-shaped degree and the volume size of high-temperature forging A.Selecting one of them survey station point is initial point survey station point, and the mutual alignment relation between survey station point is confirmed in advance.
Each survey station point is arranged a measurement apparatus, every measurement apparatus has pedestal 1, horizontal rotation platform 2, support 4 and vertical pivot 9, support 4 is fixed on horizontal rotation platform 2, and vertical pivot 9 and pedestal 1 is fixing to be connected, and 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, form main intersection point, main transverse axis 5 is fixed with No. five main observation device 6-5, No. five main observation device 6-5 are the telescope of a built-in coaxial laser instrument, its collimation axis is called No. five subjective survey line 6-5a, and 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 10 on main transverse axis 5, pedestal 10 is provided with the countershaft 8 that can rotate around Pivot Point Center line, and 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;Countershaft 8 is fixed with No. five secondary observation device 7-5, No. five secondary observation device 7-5 are the telescope of an in-built CCD digital camera, its collimation axis is called No. five secondary survey line 7-5a, No. five secondary survey line 7-5a are by auxiliary intersection point and be perpendicular to the axial line 8a, No. five subjective survey line 6-5a and No. five secondary survey line 7-5a of countershaft 8 and be in same plane.Horizontal limb 3 is installed between vertical pivot 9 and horizontal rotation platform 2, main dial 11 is installed between main transverse axis 5 and support 4 corresponding site, secondary scale 12 is installed between countershaft 8 and pedestal 10 corresponding site.
Horizontal limb 3 is for measuring the angle of revolution of horizontal rotation platform 2.Main dial 11 is used for the size of angle and the vertical angle α measuring between No. five subjective survey line 6-5a and the axial line 9a of vertical pivot 9.Secondary scale 12 is used for the size of angle and the pivot angle β measuring 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.The rotation of main transverse axis 5 can drive No. five main observation device 6-5 and No. five secondary observation device 7-5 to make to synchronize pitching, the rotation of countershaft 8 makes No. five secondary observation device 7-5 rotate, No. five subjective survey line 6-5a and No. five secondary survey line 7-5a are in conplane, No. five secondary survey line 7-5a are at above-mentioned rotation with in surface, so No. five subjective survey line 6-5a and No. five secondary survey line 7-5a can intersect at a bit.
The rotation of above-mentioned horizontal rotation platform 2, main transverse axis 5 and countershaft 8 is manually.
This measurement apparatus also has power pack, data processing section, communication interface and display screen, keyboard etc..
The using method of the present embodiment and the process of measurement are as follows: arrange the shock insulation platform of a level on each survey station point, leveling that described measurement apparatus is placed on shock insulation platform centering, the level angle of each measurement apparatus is measured, and all with direct north for zero-bit, increases clockwise.
Measurement apparatus on surveyor elder generation operating origin survey station point, this measurement apparatus No. five main observation device 6-5 are manually aimed at certain point on high-temperature forging, the green laser that No. five main observation device 6-5 send is irradiated to this point, horizontal limb 3 provides the angle of revolution of horizontal rotation platform 2, and main dial 11 provides the value of vertical angle α.The secondary observation device 7-5 of manual drive five afterwards, until naked eyes observe that on the CCD digital camera of No. five secondary observation device 7-5 green laser point of irradiation occurs 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 point, secondary scale 12 provides the value of pivot angle β, completes this point and measures.Value according to pivot angle β, the distance h between known main intersection point and auxiliary intersection point value, the value of distance S between this point and the main intersection point of this measurement apparatus is obtained by data processing section, in conjunction with angle of revolution and the vertical angle α of horizontal rotation platform 2, namely can determine that the coordinate of the relatively main intersection point of this point and initial point survey station point.Surveyor repeats aforesaid operations, to additionally some measurement on high-temperature forging, it is determined that the more additionally coordinate of relative initial point survey station point.
The measurement apparatus of each survey station point is repeated aforesaid operations, it is thus achieved that the coordinate of the relatively each survey station point of some points on high-temperature forging.Process through data, it is thus achieved that the coordinate of the relative initial point survey station point of some points on high-temperature forging, so that it is determined that the apparent size of high-temperature forging.
Embodiment 6
Seeing that Fig. 1 and Figure 16 to Figure 19, the present embodiment take to be arranged around 2 survey station point B at high-temperature forging A, the quantity of survey station point is decided by complex-shaped degree and the volume size of high-temperature forging A.Selecting one of them survey station point is initial point survey station point, and the mutual alignment relation between survey station point is confirmed in advance.
Each survey station point is arranged a measurement apparatus, every measurement apparatus has pedestal 1, horizontal rotation platform 2, support 4 and vertical pivot 9, support 4 is fixed on horizontal rotation platform 2, and vertical pivot 9 and pedestal 1 is fixing to be connected, and 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, form main intersection point, main transverse axis 5 is fixed with No. six main observation device 6-6, No. six main observation device 6-6 are the telescope of a built-in coaxial laser instrument, its collimation axis is called No. six subjective survey line 6-6a, and 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 10 on main transverse axis 5, pedestal 10 is provided with the countershaft 8 that can rotate around Pivot Point Center line, and 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;Countershaft 8 is fixed with No. six secondary observation device 7-6, No. six secondary observation device 7-6 are the telescope of an in-built CCD digital camera, its collimation axis is called No. six secondary survey line 7-6a, No. six secondary survey line 7-6a are by auxiliary intersection point and be perpendicular to the axial line 8a, No. six subjective survey line 6-6a and No. six secondary survey line 7-6a of countershaft 8 and be in same plane.Horizontal limb 3 is installed between vertical pivot 9 and horizontal rotation platform 2, main dial 11 is installed between main transverse axis 5 and support 4 corresponding site, secondary scale 12 is installed between countershaft 8 and pedestal 10 corresponding site.
Horizontal limb 3 is for measuring the angle of revolution of horizontal rotation platform 2.Main dial 11 is used for the size of angle and the vertical angle α measuring between No. six subjective survey line 6-6a and the axial line 9a of vertical pivot 9.Secondary scale 12 is used for the size of angle and the pivot angle β measuring 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.The rotation of main transverse axis 5 can drive No. six main observation device 6-6 and No. six secondary observation device 7-6 to make to synchronize pitching, the rotation of countershaft 8 makes No. six secondary observation device 7-6 rotate, No. six subjective survey line 6-6a and No. six secondary survey line 7-6a are in conplane, No. six secondary survey line 7-6a are at above-mentioned rotation with in surface, so No. six subjective survey line 6-6a and No. two secondary survey line 7-6a can intersect at a bit.
Rotating to be manually of above-mentioned horizontal rotation platform 2 and main transverse axis 5, the rotation of countershaft 8 is driven by motor, and motor is servomotor or ultrasound electric machine.
This measurement apparatus also has power pack, data processing section, communication interface and display screen, keyboard etc..
The using method of the present embodiment and the process of measurement are as follows: arrange the shock insulation platform of a level on each survey station point, leveling that described measurement apparatus is placed on shock insulation platform centering, the level angle of each measurement apparatus is measured, and all with direct north for zero-bit, increases clockwise.
Measurement apparatus on surveyor elder generation operating origin survey station point, this measurement apparatus No. six main observation device 6-6 are manually aimed at certain point on high-temperature forging, the green laser that No. six main observation device 6-6 send is irradiated to this point, horizontal limb 3 provides the angle of revolution of horizontal rotation platform 2, and main dial 11 provides the value of vertical angle α.Rear motor drive No. six secondary observation device 7-6, until the CCD digital camera of No. six secondary observation device 7-6 observes that green laser point of irradiation occurs on No. six secondary survey line 7-6a, now, No. six subjective survey line 6-6a and No. six secondary survey line 7-6a intersect at this point, secondary scale 12 provides the value of pivot angle β, completes this point and measures.Value according to pivot angle β, the distance h between known main intersection point and auxiliary intersection point value, the value of distance S between this point and the main intersection point of this measurement apparatus is obtained by data processing section, in conjunction with angle of revolution and the vertical angle α of horizontal rotation platform 2, namely can determine that the coordinate of the relatively main intersection point of this point and initial point survey station point.Surveyor repeats aforesaid operations, to additionally some measurement on high-temperature forging, it is determined that the more additionally coordinate of relative initial point survey station point.
The measurement apparatus of each survey station point is repeated aforesaid operations, it is thus achieved that the coordinate of the relatively each survey station point of some points on high-temperature forging.Process through data, it is thus achieved that the coordinate of the relative initial point survey station point of some points on high-temperature forging, so that it is determined that the apparent size of high-temperature forging.
Embodiment 7
Seeing that Fig. 1 and Figure 19 to Figure 22, the present embodiment take to be arranged around 2 survey station point B at high-temperature forging A, the quantity of survey station point is decided by complex-shaped degree and the volume size of high-temperature forging A.Selecting one of them survey station point is initial point survey station point, and the mutual alignment relation between survey station point is confirmed in advance.
Each survey station point is arranged a measurement apparatus, every measurement apparatus has pedestal 1, horizontal rotation platform 2, support 4 and vertical pivot 9, support 4 is fixed on horizontal rotation platform 2, and vertical pivot 9 and pedestal 1 is fixing to be connected, and 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, form main intersection point, main transverse axis 5 is fixed with No. seven main observation device 6-7, No. seven main observation device 6-7 are the telescope of a built-in coaxial laser instrument, its collimation axis is called No. seven subjective survey line 6-7a, and No. seven subjective survey line 6-7a are by main intersection point and the axial line 5a being perpendicular to main transverse axis 5.Main transverse axis 5 is provided with pedestal 10, pedestal 10 is provided with the countershaft 8 that can rotate around Pivot Point Center line, the subjective survey line 6-7a of axial line 8a and No. seven of countershaft 8 becomes spatial vertical, and intersect vertically with the axial line 5a of main transverse axis 5, form auxiliary intersection point, countershaft 8 is fixed with No. seven secondary observation device 7-7, No. seven secondary observation device 7-7 are a laser instrument, its optical axis is called No. seven secondary survey line 7-7a, No. seven secondary survey line 7-7a are by auxiliary intersection point and be perpendicular to the axial line 8a, No. seven subjective survey line 6-7a and No. seven secondary survey line 7-7a of countershaft 8 and be in same plane.Horizontal limb 3 is installed between vertical pivot 9 and horizontal rotation platform 2, main dial 11 is installed between main transverse axis 5 and support 4 corresponding site, secondary scale 12 is installed between countershaft 8 and pedestal 10 corresponding site.Support 4 connects a CCD digital camera 14.
Horizontal limb 3 is for measuring the angle of revolution of horizontal rotation platform 2.Main dial 11 is used for the size of angle and the vertical angle α measuring between No. seven subjective survey line 6-7a and the axial line 9a of vertical pivot 9.Secondary scale 12 is used for the size of angle and the pivot angle β measuring 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.The rotation of main transverse axis 5 can drive No. seven main observation device 6-7 and No. seven secondary observation device 7-7 to make to synchronize pitching, the rotation of countershaft 8 makes No. seven secondary observation device 7-7 rotate, No. seven subjective survey line 6-7a and No. seven secondary survey line 7-7a are in conplane, No. seven secondary survey line 7-7a are at above-mentioned rotation with in surface, so No. seven subjective survey line 6-7a and No. seven secondary survey line 7-7a can intersect at a bit.
Above-mentioned horizontal rotation platform 2, main transverse axis 5 and countershaft 8 rotation be manually.
This measurement apparatus also has power pack, data processing section, communication interface and display screen, keyboard etc..
The using method of the present embodiment and the process of measurement are as follows: arrange the shock insulation platform of a level on each survey station point, leveling that described measurement apparatus is placed on shock insulation platform centering, the level angle of each measurement apparatus is measured, and all with direct north for zero-bit, increases clockwise.
Measurement apparatus on surveyor elder generation operating origin survey station point, by this measurement apparatus No. seven main observation device 6-7 manually aim at certain point on high-temperature forging, the green laser that No. seven main observation device 6-7 send is irradiated to this point, horizontal limb 3 provides the angle of revolution of horizontal rotation platform 2, and main dial 11 provides the value of vertical angle α.The secondary observation device 7-7 of manual drive seven afterwards, until naked eyes only observe a green laser point on CCD digital camera 14, the green laser directive same point that No. seven main observation device 6-7 green laser sent and No. seven secondary observation device 7-7 send is described, now, No. seven subjective survey line 6-7a and No. seven secondary survey line 7-7a intersect at this point, secondary scale 12 provides the value of pivot angle β, completes this point and measures.Value according to pivot angle β, the distance h between known main intersection point and auxiliary intersection point value, the value of distance S between this point and the main intersection point of this measurement apparatus is obtained by data processing section, in conjunction with angle of revolution and the vertical angle α of horizontal rotation platform 2, namely can determine that the coordinate of the relatively main intersection point of this point and initial point survey station point.Surveyor repeats aforesaid operations, to additionally some measurement on high-temperature forging, it is determined that the more additionally coordinate of relative initial point survey station point.
The measurement apparatus of each survey station point is repeated aforesaid operations, it is thus achieved that the coordinate of the relatively each survey station point of some points on high-temperature forging.Process through data, it is thus achieved that the coordinate of the relative initial point survey station point of some points on high-temperature forging, so that it is determined that the apparent size of high-temperature forging.
Embodiment 8
Seeing Fig. 1 Figure 22 to Figure 25, the present embodiment is taked to be arranged around 2 survey station point B at high-temperature forging A, and the quantity of survey station point is decided by complex-shaped degree and the volume size of high-temperature forging A.Selecting one of them survey station point is initial point survey station point, and the mutual alignment relation between survey station point is confirmed in advance.
Each survey station point is arranged a measurement apparatus, every measurement apparatus has pedestal 1, horizontal rotation platform 2, support 4 and vertical pivot 9, support 4 is fixed on horizontal rotation platform 2, and vertical pivot 9 and pedestal 1 is fixing to be connected, and 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, form main intersection point, main transverse axis 5 is fixed with No. eight main observation device 6-8, No. eight main observation device 6-8 are the telescope of a built-in coaxial laser instrument, its collimation axis is called No. eight subjective survey line 6-8a, and 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 10 on main transverse axis 5, pedestal 10 is provided with the countershaft 8 that can rotate around Pivot Point Center line, and 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;Countershaft 8 is fixed with No. eight secondary observation device 7-8, No. eight secondary observation device 7-8 are a laser instrument, its optical axis is called No. eight secondary survey line 7-8a, No. eight secondary survey line 7-8a are by auxiliary intersection point and be perpendicular to the axial line 8a, No. eight subjective survey line 6-8a and No. eight secondary survey line 7-8a of countershaft 8 and be in same plane.Support 4 connects a CCD digital camera 14.Horizontal limb 3 is installed between vertical pivot 9 and horizontal rotation platform 2, main dial 11 is installed between main transverse axis 5 and support 4 corresponding site, secondary scale 12 is installed between countershaft 8 and pedestal 10 corresponding site.
Horizontal limb 3 is for measuring the angle of revolution of horizontal rotation platform 2.Main dial 11 is used for the size of angle and the vertical angle α measuring between No. eight subjective survey line 6-8a and the axial line 9a of vertical pivot 9.Secondary scale 12 is used for the size of angle and the pivot angle β measuring 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.The rotation of main transverse axis 5 can drive No. eight main observation device 6-8 and No. eight secondary observation device 7-8 to make to synchronize pitching, the rotation of countershaft 8 makes No. eight secondary observation device 7-8 rotate, No. eight subjective survey line 6-8a and No. eight secondary survey line 7-8a are in conplane, No. eight secondary survey line 7-8a are at above-mentioned rotation with in surface, so No. eight subjective survey line 6-8a and No. eight secondary survey line 7-8a can intersect at a bit.
Rotating to be of above-mentioned horizontal rotation platform 2 is manual, and rotating to be manually of main transverse axis 5, the rotation of countershaft 8 is driven by motor, and motor is servomotor or ultrasound electric machine.
This measurement apparatus also has power pack, data processing section, communication interface and display screen, keyboard etc..
The using method of the present embodiment and the process of measurement are as follows: arrange the shock insulation platform of a level on each survey station point, leveling that described measurement apparatus is placed on shock insulation platform centering, the level angle of each measurement apparatus is measured, and all with direct north for zero-bit, increases clockwise.
Measurement apparatus on surveyor elder generation operating origin survey station point, this measurement apparatus No. eight main observation device 6-8 are manually aimed at certain point on high-temperature forging, green laser is irradiated to this point, and horizontal limb 3 provides the angle of revolution of horizontal rotation platform 2, and main dial 11 provides the value of vertical angle α.Rear motor drive No. eight secondary observation device 7-8, until naked eyes only observe a green laser point on CCD digital camera, the green laser directive same point that No. eight main observation device 6-8 green laser sent and No. eight secondary observation device 7-8 send is described, now, No. eight subjective survey line 6-8a and No. eight secondary survey line 7-8a intersect at this point, secondary scale 12 provides the value of pivot angle β, completes this point and measures.Value according to pivot angle β, the distance h between known main intersection point and auxiliary intersection point value, the value of distance S between this point and the main intersection point of this measurement apparatus is obtained by data processing section, in conjunction with angle of revolution and the vertical angle α of horizontal rotation platform 2, namely can determine that the coordinate of the relatively main intersection point of this point and initial point survey station point.Surveyor repeats aforesaid operations, to additionally some measurement on high-temperature forging, it is determined that the more additionally coordinate of relative initial point survey station point.
The measurement apparatus of each survey station point is repeated aforesaid operations, it is thus achieved that the coordinate of the relatively each survey station point of some points on high-temperature forging.Process through data, it is thus achieved that the coordinate of the relative initial point survey station point of some points on high-temperature forging, so that it is determined that the apparent size of high-temperature forging.
Embodiment 9
Seeing Fig. 1 Figure 26 to Figure 28, the present embodiment is taked to be arranged around 2 survey station point B at high-temperature forging A, and the quantity of survey station point is decided by complex-shaped degree and the volume size of high-temperature forging A.Selecting one of them survey station point is initial point survey station point, and the mutual alignment relation between survey station point is confirmed in advance.
Each survey station point is arranged a measurement apparatus, every measurement apparatus has pedestal 1, horizontal rotation platform 2, support 4 and vertical pivot 9, support 4 is fixed on horizontal rotation platform 2, and vertical pivot 9 and pedestal 1 is fixing to be connected, and 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, form main intersection point, main transverse axis 5 is fixed with No. nine main observation device 6-9, No. nine main observation device 6-9 are the telescope of an in-built CCD digital camera, its collimation axis is called No. nine subjective survey line 6-9a, and 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 10 on main transverse axis 5, pedestal 10 is provided with the countershaft 8 that can rotate around Pivot Point Center line, and 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;Countershaft 8 is fixed with No. nine secondary observation device 7-9, No. nine secondary observation device 7-9 are a laser instrument, its optical axis is called No. nine secondary survey line 7-9a, No. nine secondary survey line 7-9a are by auxiliary intersection point and be perpendicular to the axial line 8a, No. nine subjective survey line 6-9a and No. nine secondary survey line 7-9a of countershaft 8 and be in same plane.Horizontal limb 3 is installed between vertical pivot 9 and horizontal rotation platform 2, main dial 11 is installed between main transverse axis 5 and support 4 corresponding site, secondary scale 12 is installed between countershaft 8 and pedestal 10 corresponding site.
Horizontal limb 3 is for measuring the angle of revolution of horizontal rotation platform 2.Main dial 11 is used for the size of angle and the vertical angle α measuring between No. nine subjective survey line 6-9a and the axial line 9a of vertical pivot 9.Secondary scale 12 is used for the size of angle and the pivot angle β measuring 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.The rotation of main transverse axis 5 can drive No. nine main observation device 6-9 and No. nine secondary observation device 7-9 to make to synchronize pitching, the rotation of countershaft 8 makes No. nine secondary observation device 7-9 rotate, No. nine subjective survey line 6-9a and No. nine secondary survey line 7-9a are in conplane, No. nine secondary survey line 7-9a are at above-mentioned rotation with in surface, so No. nine subjective survey line 6-9a and No. nine secondary survey line 7-9a can intersect at a bit.
Above-mentioned horizontal rotation platform 2, main transverse axis 5, countershaft 8 rotation respectively driven by motor, motor is servomotor or ultrasound electric machine.
This measurement apparatus also has power pack, data processing section, communication interface and display screen, keyboard etc..
The using method of the present embodiment and the process of measurement are as follows: arrange the shock insulation platform of a level on each survey station point, leveling that described measurement apparatus is placed on shock insulation platform centering, the level angle of each measurement apparatus is measured, and all with direct north for zero-bit, increases clockwise.
Initial point survey station point measurement apparatus according in advance given scope, horizontal rotation platform 2 is driven by motor, main transverse axis 5 is driven by motor, No. nine main observation device 6-9 are made to be in initial horizontal rotation position and pitch position, certain point on alignment high-temperature forging, horizontal limb 3 provides the angle of revolution of horizontal rotation platform 2, and main dial 11 provides the value of vertical angle α.Rear motor drive No. nine secondary observation device 7-9, until the CCD digital camera of No. nine main observation device 6-9 observes No. nine secondary observation device 7-9 green laser point sent on subjective survey line 6-9a, now, No. nine subjective survey line 6-9a and No. nine secondary survey line 7-9a intersect at this point, secondary scale 12 provides the value of pivot angle β, completes this point and measures.Value according to pivot angle β, the distance h between known main intersection point and auxiliary intersection point value, the value of distance S between this point and the main intersection point of this measurement apparatus is obtained by data processing section, in conjunction with angle of revolution and the vertical angle α of horizontal rotation platform 2, namely can determine that the coordinate of the relatively main intersection point of this point and initial point survey station point.Then horizontal rotation platform 2 is by one angle of motor-driven rotation, and main transverse axis 5, by one angle of motor-driven rotation, repeats aforesaid operations, to additionally some measurement on high-temperature forging, it is determined that the more additionally coordinate of relative initial point survey station point.
The measurement apparatus of each survey station point is repeated aforesaid operations, it is thus achieved that the coordinate of the relatively each survey station point of some points on high-temperature forging.Process through data, it is thus achieved that the coordinate of the relative initial point survey station point of some points on high-temperature forging, so that it is determined that the apparent size of high-temperature forging.
Embodiment 10
Seeing Fig. 1 Figure 29 to Figure 31, the present embodiment is taked to be arranged around 2 survey station point B at high-temperature forging A, and the quantity of survey station point is decided by complex-shaped degree and the volume size of high-temperature forging A.Selecting one of them survey station point is initial point survey station point, and the mutual alignment relation between survey station point is confirmed in advance.
Each survey station point is arranged a measurement apparatus, every measurement apparatus has pedestal 1, horizontal rotation platform 2, support 4 and vertical pivot 9, support 4 is fixed on horizontal rotation platform 2, and vertical pivot 9 and pedestal 1 is fixing to be connected, and 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, form main intersection point, main transverse axis 5 is fixed with No. ten main observation device 6-10, No. ten main observation device 6-10 are a laser instrument, its optical axis is called No. ten subjective survey line 6-10a, and 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 10 on main transverse axis 5, pedestal 10 is provided with the countershaft 8 that can rotate around Pivot Point Center line, and 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;Countershaft 8 is fixed with No. ten secondary observation device 7-10, No. ten secondary observation device 7-10 are an in-built CCD digital camera telescope, its collimation axis is called No. ten secondary survey line 7-10a, No. ten secondary survey line 7-10a are by auxiliary intersection point and be perpendicular to the axial line 8a, No. ten subjective survey line 6-10a and No. ten secondary survey line 7-10a of countershaft 8 and be in same plane.Horizontal limb 3 is installed between vertical pivot 9 and horizontal rotation platform 2, main dial 11 is installed between main transverse axis 5 and support 4 corresponding site, secondary scale 12 is installed between countershaft 8 and pedestal 10 corresponding site.
Horizontal limb 3 is for measuring the angle of revolution of horizontal rotation platform 2.Main dial 11 is used for the size of angle and the vertical angle α measuring between No. ten subjective survey line 6-10a and the axial line 9a of vertical pivot 9.Secondary scale 12 is used for the size of angle and the pivot angle β measuring 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.The rotation of main transverse axis 5 can drive No. ten main observation device 6-10 and No. ten secondary observation device 7-10 to make to synchronize pitching, the rotation of countershaft 8 makes No. ten secondary observation device 7-10 rotate, No. ten subjective survey line 6-10a and No. ten secondary survey line 7-10a are in conplane, No. ten secondary survey line 7-10a are at above-mentioned rotation with in surface, so No. ten subjective survey line 6-10a and No. ten secondary survey line 7-10a can intersect at a bit.
The rotation of above-mentioned horizontal rotation platform 2, main transverse axis 5 and secondary transverse axis 8 is respectively driven by motor, and motor is servomotor or ultrasound electric machine.
This measurement apparatus also has power pack, data processing section, communication interface and display screen, keyboard etc..
The using method of the present embodiment and the process of measurement are as follows: arrange the shock insulation platform of a level on each survey station point, leveling that described measurement apparatus is placed on shock insulation platform centering, the level angle of each measurement apparatus is measured, and all with direct north for zero-bit, increases clockwise.
Initial point survey station point measurement apparatus according in advance given scope, horizontal rotation platform 2 is driven by motor, main transverse axis 5 is driven by motor, No. ten main observation device 6-10 are made to be in initial horizontal rotation position and pitch position, certain point on alignment high-temperature forging, horizontal limb 3 provides the angle of revolution of horizontal rotation platform 2, and main dial 11 provides the value of vertical angle α.Rear motor drive No. ten secondary observation device 7-10, until the CCD digital camera of No. ten secondary observation device 7-10 observes that No. ten main observation device 6-10 green laser point sent occurs on No. ten secondary survey line 7-10a, now, No. ten subjective survey line 6-10a and No. ten secondary survey line 7-10a intersect at this point, secondary scale 12 provides the value of pivot angle β, completes this point and measures.Value according to pivot angle β, the distance h between known main intersection point and auxiliary intersection point value, the value of distance S between this point and the main intersection point of this measurement apparatus is obtained by data processing section, in conjunction with angle of revolution and the vertical angle α of horizontal rotation platform 2, namely can determine that the coordinate of the relatively main intersection point of this point and initial point survey station point.Then horizontal rotation platform 2 is by one angle of motor-driven rotation, and main transverse axis 5, by one angle of motor-driven rotation, repeats aforesaid operations, to additionally some measurement on high-temperature forging, it is determined that the more additionally coordinate of relative initial point survey station point.
The measurement apparatus of each survey station point is repeated aforesaid operations, it is thus achieved that the coordinate of the relatively each survey station point of some points on high-temperature forging.Process through data, it is thus achieved that the coordinate of the relative initial point survey station point of some points on high-temperature forging, so that it is determined that the apparent size of high-temperature forging.
Embodiment 11
Seeing Fig. 1 Figure 32 to Figure 34, the present embodiment is taked to be arranged around 2 survey station point B at high-temperature forging A, and the quantity of survey station point is decided by complex-shaped degree and the volume size of high-temperature forging A.Selecting one of them survey station point is initial point survey station point, and the mutual alignment relation between survey station point is confirmed in advance.
Each survey station point is arranged a measurement apparatus, every measurement apparatus has pedestal 1, horizontal rotation platform 2, support 4 and vertical pivot 9, support 4 is fixed on horizontal rotation platform 2, and vertical pivot 9 and pedestal 1 is fixing to be connected, and 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, form main intersection point, main transverse axis 5 is fixed with the main observation device 6-11 of ride on Bus No. 11, the main observation device 6-11 of ride on Bus No. 11 is a laser instrument, its optical axis is called that ride on Bus No. 11 subjectivity survey line 6-11a, ride on Bus No. 11 subjectivity survey line 6-11a are by main intersection point and the axial line 5a being perpendicular to main transverse axis 5.Being provided with pedestal 10 on main transverse axis 5, pedestal 10 is provided with the countershaft 8 that can rotate around Pivot Point Center line, and 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;Countershaft 8 is fixed with ride on Bus No. 11 pair observation device 7-11, ride on Bus No. 11 pair observation device 7-11 is a laser instrument, its optical 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 is perpendicular to the axial line 8a, ride on Bus No. 11 subjectivity survey line 6-11a and ride on Bus No. 11 pair survey line 7-11a of countershaft 8 and is in same plane.Support 4 connects a CCD digital camera 14.Horizontal limb 3 is installed between vertical pivot 9 and horizontal rotation platform 2, main dial 11 is installed between main transverse axis 5 and support 4 corresponding site, secondary scale 12 is installed between countershaft 8 and pedestal 10 corresponding site.
Horizontal limb 3 is for measuring the angle of revolution of horizontal rotation platform 2.Main dial 11 is used for the size of angle and the vertical angle α measuring between ride on Bus No. 11 subjectivity survey line 6-11a and the axial line 9a of vertical pivot 9.Secondary scale 12 is used for the size of angle and the pivot angle β measuring 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.The rotation of main transverse axis 5 can drive the main observation device 6-11 of ride on Bus No. 11 and ride on Bus No. 11 pair observation device 7-11 to make to synchronize pitching, the rotation of countershaft 8 makes ride on Bus No. 11 pair observation device 7-11 rotate, ride on Bus No. 11 subjectivity survey line 6-11a and ride on Bus No. 11 pair survey line 7-11a is in conplane, ride on Bus No. 11 pair survey line 7-11a is at above-mentioned rotation with in surface, so ride on Bus No. 11 subjectivity survey line 6-11a and ride on Bus No. 11 pair survey line 7-11a can intersect at a bit.
The rotation of above-mentioned horizontal rotation platform 2, main transverse axis 5 and secondary transverse axis 8 is respectively driven by motor, and motor is servomotor or ultrasound electric machine.
This measurement apparatus also has power pack, data processing section, communication interface and display screen, keyboard etc..
The using method of the present embodiment and the process of measurement are as follows: arrange the shock insulation platform of a level on each survey station point, leveling that described measurement apparatus is placed on shock insulation platform centering, the level angle of each measurement apparatus is measured, and all with direct north for zero-bit, increases clockwise.
Initial point survey station point measurement apparatus according in advance given scope, horizontal rotation platform 2 is driven by motor, main transverse axis 5 is driven by motor, No. nine main observation device 6-9 are made to be in initial horizontal rotation position and pitch position, certain point on alignment high-temperature forging, horizontal limb 3 provides the angle of revolution of horizontal rotation platform 2, and main dial 11 provides the value of vertical angle α.Rear motor drive ride on Bus No. 11 pair observation device 7-11, until CCD digital camera 14 only observes a green laser point, the green laser directive same point that the main observation device 6-11 of the ride on Bus No. 11 green laser sent and ride on Bus No. 11 pair observation device 7-11 send is described, now, ride on Bus No. 11 subjectivity survey line 6-11a and ride on Bus No. 11 pair survey line 7-11a intersects at this point, secondary scale 12 provides the value of pivot angle β, completes this point and measures.Value according to pivot angle β, the distance h between known main intersection point and auxiliary intersection point value, the value of distance S between this point and the main intersection point of this measurement apparatus is obtained by data processing section, in conjunction with angle of revolution and the vertical angle α of horizontal rotation platform 2, namely can determine that the coordinate of the relatively main intersection point of this point and initial point survey station point.Then horizontal rotation platform 2 is by one angle of motor-driven rotation, and main transverse axis 5, by one angle of motor-driven rotation, repeats aforesaid operations, to additionally some measurement on high-temperature forging, it is determined that the more additionally coordinate of relative initial point survey station point.
The measurement apparatus of each survey station point is repeated aforesaid operations, it is thus achieved that the coordinate of the relatively each survey station point of some points on high-temperature forging.Process through data, it is thus achieved that the coordinate of the relative initial point survey station point of some points on high-temperature forging, so that it is determined that the apparent size of high-temperature forging.
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 (11)

1. a new type high temperature forging measurement device, it is characterised in that: being arranged around some survey stations point at high-temperature forging, the mutual alignment relation between survey station point determines that;nullEach survey station point is arranged a measurement apparatus,Every measurement apparatus 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 in upper and around vertical pivot (9) the axial line (9a) of pedestal (1) and rotates,Main transverse axis (5) that is that support (4) is provided with level and that can rotate around Pivot Point Center line,The axial line (5a) of main transverse axis (5) intersects with the axial line (9a) of vertical pivot (9),Form main intersection point,Main transverse axis (5) is fixed with a main observation device (6-1),A number main observation device (6-1) is a telescope,Its collimation axis is called a subjective survey line (6-1a),A number subjective survey line (6-1a) is by main intersection point and the axial line (5a) being perpendicular to main transverse axis (5),Main transverse axis (5) is provided with pedestal (10),Pedestal (10) is provided with the countershaft (8) that can rotate around Pivot Point Center line,The axial line (8a) of countershaft (8) becomes spatial vertical with a subjective survey line (6-1a),And intersect vertically with the axial line (5a) of main transverse axis (5),Form auxiliary intersection point,Countershaft (8) is fixed with a secondary observation device (7-1),A number secondary observation device (7-1) is a laser instrument,Its optical 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;Horizontal limb (3) is installed between vertical pivot (9) and horizontal rotation platform (2), main dial (11) is installed between main transverse axis (5) and support (4) corresponding site, secondary scale (12) is installed between countershaft (8) and pedestal (10) corresponding site;The rotation of above-mentioned horizontal rotation platform (2), main transverse axis (5) and countershaft (8) is manually.
2. a new type high temperature forging measurement device, it is characterised in that: being arranged around some survey stations point at high-temperature forging, the mutual alignment relation between survey station point determines that;nullEach survey station point is arranged a measurement apparatus,Every measurement apparatus 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 in upper and around vertical pivot (9) the axial line (9a) of pedestal (1) and rotates,Main transverse axis (5) that is that support (4) is provided with level and that can rotate around Pivot Point Center line,The axial line (5a) of main transverse axis (5) intersects with the axial line (9a) of vertical pivot (9),Form main intersection point,Main transverse axis (5) is fixed with No. two main observation devices (6-2),No. two main observation devices (6-2) are the telescope of an in-built CCD digital camera,Its collimation axis is called No. two subjective surveys line (6-2a),No. two subjective surveys line (6-2a) are by main intersection point and the axial line (5a) being perpendicular to main transverse axis (5),Main transverse axis (5) is provided with pedestal (10),Pedestal (10) is provided with the countershaft (8) that can rotate around Pivot Point Center line,The axial line (8a) of countershaft (8) becomes spatial vertical with No. two subjective surveys line (6-2a),And intersect vertically with the axial line (5a) of main transverse axis (5),Form auxiliary intersection point,Countershaft (8) is fixed with No. two secondary observation devices (7-2),No. two secondary observation devices (7-2) are a laser instrument,Its optical 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;Horizontal limb (3) is installed between vertical pivot (9) and horizontal rotation platform (2), main dial (11) is installed between main transverse axis (5) and support (4) corresponding site, secondary scale (12) is installed between countershaft (8) and pedestal (10) corresponding site;The rotation of above-mentioned horizontal rotation platform (2), main transverse axis (5) and countershaft (8) is manually.
3. a new type high temperature forging measurement device, it is characterised in that: being arranged around some survey stations point at high-temperature forging, the mutual alignment relation between survey station point determines that;nullEach survey station point is arranged a measurement apparatus,Every measurement apparatus 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 in upper and around vertical pivot (9) the axial line (9a) of pedestal (1) and rotates,Main transverse axis (5) that is that support (4) is provided with level and that can rotate around Pivot Point Center line,The axial line (5a) of main transverse axis (5) intersects with the axial line (9a) of vertical pivot (9),Form main intersection point,Main transverse axis (5) is fixed with No. three main observation devices (6-3),No. three main observation devices (6-3) are the telescope of an in-built CCD digital camera,Its collimation axis is called No. three subjective surveys line (6-3a),No. three subjective surveys line (6-3a) are by main intersection point and the axial line (5a) being perpendicular to main transverse axis (5),Main transverse axis (5) is provided with pedestal (10),Pedestal (10) is provided with the countershaft (8) that can rotate around Pivot Point Center line,The axial line (8a) of countershaft (8) becomes spatial vertical with No. three subjective surveys line (6-3a),And intersect vertically with the axial line (5a) of main transverse axis (5),Form auxiliary intersection point,Countershaft (8) is fixed with No. three secondary observation devices (7-3),No. three secondary observation devices (7-3) are a laser instrument,Its optical 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;Horizontal limb (3) is installed between vertical pivot (9) and horizontal rotation platform (2), main dial (11) is installed between main transverse axis (5) and support (4) corresponding site, secondary scale (12) is installed between countershaft (8) and pedestal (10) corresponding site;Rotating to be manually of above-mentioned horizontal rotation platform (2) and main transverse axis (5), rotating to be of countershaft (8) is electronic.
4. a new type high temperature forging measurement device, it is characterised in that: being arranged around some survey stations point at high-temperature forging, the mutual alignment relation between survey station point determines that;nullEach survey station point is arranged a measurement apparatus,Every measurement apparatus 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 in upper and around vertical pivot (9) the axial line (9a) of pedestal (1) and rotates,Main transverse axis (5) that is that support (4) is provided with level and that can rotate around Pivot Point Center line,The axial line (5a) of main transverse axis (5) intersects with the axial line (9a) of vertical pivot (9),Form main intersection point,Main transverse axis (5) is fixed with No. four main observation devices (6-4),No. four main observation devices (6-4) are the telescope of a built-in optical axis laser instrument,Its optical axis is called No. four subjective surveys line (6-4a),No. four subjective surveys line (6-4a) are by main intersection point and the axial line (5a) being perpendicular to main transverse axis (5),Main transverse axis (5) is provided with pedestal (10),Pedestal (10) is provided with the countershaft (8) that can rotate around Pivot Point Center line,The axial line (8a) of countershaft (8) becomes spatial vertical with No. four subjective surveys line (6-4a),And intersect vertically with the axial line (5a) of main transverse axis (5),Form auxiliary intersection point,Countershaft (8) is fixed with No. four secondary observation devices (7-4),No. four secondary observation devices (7-4) are a telescope,Its collimation 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;Horizontal limb (3) is installed between vertical pivot (9) and horizontal rotation platform (2), main dial (11) is installed between main transverse axis (5) and support (4) corresponding site, secondary scale (12) is installed between countershaft (8) and pedestal (10) corresponding site;The rotation of above-mentioned horizontal rotation platform (2), main transverse axis (5) and countershaft (8) is manually.
5. a new type high temperature forging measurement device, it is characterised in that: being arranged around some survey stations point at high-temperature forging, the mutual alignment relation between survey station point determines that;nullEach survey station point is arranged a measurement apparatus,Every measurement apparatus 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 in upper and around vertical pivot (9) the axial line (9a) of pedestal (1) and rotates,Main transverse axis (5) that is that support (4) is provided with level and that can rotate around Pivot Point Center line,The axial line (5a) of main transverse axis (5) intersects with the axial line (9a) of vertical pivot (9),Form main intersection point,Main transverse axis (5) is fixed with No. five main observation devices (6-5),No. five main observation devices (6-5) are the telescope of a built-in coaxial laser instrument,Its collimation axis is called No. five subjective surveys line (6-5a),No. five subjective surveys line (6-5a) are by main intersection point and the axial line (5a) being perpendicular to main transverse axis (5),Main transverse axis (5) is provided with pedestal (10),Pedestal (10) is provided with the countershaft (8) that can rotate around Pivot Point Center line,The axial line (8a) of countershaft (8) becomes spatial vertical with No. five subjective surveys line (6-5a),And intersect vertically with the axial line (5a) of main transverse axis (5),Form auxiliary intersection point,Countershaft (8) is fixed with No. five secondary observation devices (7-5),No. five secondary observation devices (7-5) are the telescope of an in-built CCD digital camera,Its collimation 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;Horizontal limb (3) is installed between vertical pivot (9) and horizontal rotation platform (2), main dial (11) is installed between main transverse axis (5) and support (4) corresponding site, secondary scale (12) is installed between countershaft (8) and pedestal (10) corresponding site;The rotation of above-mentioned horizontal rotation platform (2), main transverse axis (5) and countershaft (8) is manually.
6. a new type high temperature forging measurement device, it is characterised in that: being arranged around some survey stations point at high-temperature forging, the mutual alignment relation between survey station point determines that;nullEach survey station point is arranged a measurement apparatus,Every this measurement apparatus of measurement apparatus 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 in upper and around vertical pivot (9) the axial line (9a) of pedestal (1) and rotates,Main transverse axis (5) that is that support (4) is provided with level and that can rotate around Pivot Point Center line,The axial line (5a) of main transverse axis (5) intersects with the axial line (9a) of vertical pivot (9),Form main intersection point,Main transverse axis (5) is fixed with No. six main observation devices (6-6),No. six main observation devices (6-6) are the telescope of a built-in coaxial laser instrument,Its collimation axis is called No. six subjective surveys line (6-6a),No. six subjective surveys line (6-6a) are by main intersection point and the axial line (5a) being perpendicular to main transverse axis (5),Main transverse axis (5) is provided with pedestal (10),Pedestal (10) is provided with the countershaft (8) that can rotate around Pivot Point Center line,The axial line (8a) of countershaft (8) becomes spatial vertical with No. six subjective surveys line (6-6a),And intersect vertically with the axial line (5a) of main transverse axis (5),Form auxiliary intersection point,Countershaft (8) is fixed with No. six secondary observation devices (7-6),No. six secondary observation devices (7-6) are the telescope of an in-built CCD digital camera,Its collimation 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;Horizontal limb (3) is installed between vertical pivot (9) and horizontal rotation platform (2), main dial (11) is installed between main transverse axis (5) and support (4) corresponding site, secondary scale (12) is installed between countershaft (8) and pedestal (10) corresponding site;Rotating to be manually of above-mentioned horizontal rotation platform (2) and main transverse axis (5), rotating to be of countershaft (8) is electronic.
7. a new type high temperature forging measurement device, it is characterised in that: being arranged around some survey stations point at high-temperature forging, the mutual alignment relation between survey station point determines that;nullEach survey station point is arranged a measurement apparatus,Every measurement apparatus 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 in upper and around vertical pivot (9) the axial line (9a) of pedestal (1) and rotates,Main transverse axis (5) that is that support (4) is provided with level and that can rotate around Pivot Point Center line,The axial line (5a) of main transverse axis (5) intersects with the axial line (9a) of vertical pivot (9),Form main intersection point,Main transverse axis (5) is fixed with No. seven main observation devices (6-7),No. seven main observation devices (6-7) are the telescope of a built-in coaxial laser instrument,Its collimation axis is called No. seven subjective surveys line (6-7a),No. seven subjective surveys line (6-7a) are by main intersection point and the axial line (5a) being perpendicular to main transverse axis (5),Main transverse axis (5) is provided with pedestal (10),Pedestal (10) is provided with the countershaft (8) that can rotate around Pivot Point Center line,The axial line (8a) of countershaft (8) becomes spatial vertical with No. seven subjective surveys line (6-7a),And intersect vertically with the axial line (5a) of main transverse axis (5),Form auxiliary intersection point,Countershaft (8) is fixed with No. seven secondary observation devices (7-7),No. seven secondary observation devices (7-7) are a laser instrument,Its optical axis is called No. seven secondary survey line (7-7a),No. seven secondary survey line (7-7a) are by auxiliary intersection point and the axial line (8a) being perpendicular to countershaft (8),No. seven subjective surveys line (6-7a) and No. seven secondary survey line (7-7a) are in same plane;Horizontal limb (3) is installed between vertical pivot (9) and horizontal rotation platform (2), main dial (11) is installed between main transverse axis (5) and support (4) corresponding site, secondary scale (12) is installed between countershaft (8) and pedestal (10) corresponding site;Support (4) is upper connects a CCD digital camera (14);The rotation of above-mentioned horizontal rotation platform (2), main transverse axis (5) and countershaft (8) is manually.
8. a new type high temperature forging measurement device, it is characterised in that: being arranged around some survey stations point at high-temperature forging, the mutual alignment relation between survey station point determines that;nullEach survey station point is arranged a measurement apparatus,Every measurement apparatus 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 in upper and around vertical pivot (9) the axial line (9a) of pedestal (1) and rotates,Main transverse axis (5) that is that support (4) is provided with level and that can rotate around Pivot Point Center line,The axial line (5a) of main transverse axis (5) intersects with the axial line (9a) of vertical pivot (9),Form main intersection point,Main transverse axis (5) is fixed with No. eight main observation devices (6-8),No. eight main observation devices (6-8) are the telescope of a built-in coaxial laser instrument,Its collimation axis is called No. eight subjective surveys line (6-8a),No. eight subjective surveys line (6-8a) are by main intersection point and the axial line (5a) being perpendicular to main transverse axis (5),Main transverse axis (5) is provided with pedestal (10),Pedestal (10) is provided with the countershaft (8) that can rotate around Pivot Point Center line,The axial line (8a) of countershaft (8) becomes spatial vertical with No. eight subjective surveys line (6-8a),And intersect vertically with the axial line (5a) of main transverse axis (5),Form auxiliary intersection point,Countershaft (8) is fixed with No. eight secondary observation devices (7-8),No. eight secondary observation devices (7-8) are a laser instrument,Its optical axis is called No. eight secondary survey line (7-8a),No. eight secondary survey line (7-8a) are by auxiliary intersection point and the axial line (8a) being perpendicular to countershaft (8),No. eight subjective surveys line (6-8a) and No. eight secondary survey line (7-8a) are in same plane;Support (4) is upper connects a CCD digital camera (14);Horizontal limb (3) is installed between vertical pivot (9) and horizontal rotation platform (2), main dial (11) is installed between main transverse axis (5) and support (4) corresponding site, secondary scale (12) is installed between countershaft (8) and pedestal (10) corresponding site;Rotating to be manually of above-mentioned horizontal rotation platform (2) and main transverse axis (5), rotating to be of countershaft (8) is electronic.
9. a new type high temperature forging measurement device, it is characterised in that: being arranged around some survey stations point at high-temperature forging, the mutual alignment relation between survey station point determines that;nullEach survey station point is arranged a measurement apparatus,Every measurement apparatus 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 in upper and around vertical pivot (9) the axial line (9a) of pedestal (1) and rotates,Main transverse axis (5) that is that support (4) is provided with level and that can rotate around Pivot Point Center line,The axial line (5a) of main transverse axis (5) intersects with the axial line (9a) of vertical pivot (9),Form main intersection point,Main transverse axis (5) is fixed with No. nine main observation devices (6-9),No. nine main observation devices (6-9) are the telescope of an in-built CCD digital camera,Its collimation axis is called No. nine subjective surveys line (6-9a),No. nine subjective surveys line (6-9a) are by main intersection point and the axial line (5a) being perpendicular to main transverse axis (5),Main transverse axis (5) is provided with pedestal (10),Pedestal (10) is provided with the countershaft (8) that can rotate around Pivot Point Center line,The axial line (8a) of countershaft (8) becomes spatial vertical with No. nine subjective surveys line (6-9a),And intersect vertically with the axial line (5a) of main transverse axis (5),Form auxiliary intersection point,Countershaft (8) is fixed with No. nine secondary observation devices (7-9),No. nine secondary observation devices (7-9) are a laser instrument,Its optical axis is called No. nine secondary survey line (7-9a),No. nine secondary survey line (7-9a) are by auxiliary intersection point and the axial line (8a) being perpendicular to countershaft (8),No. nine subjective surveys line (6-9a) and No. nine secondary survey line (7-9a) are in same plane;Horizontal limb (3) is installed between vertical pivot (9) and horizontal rotation platform (2), main dial (11) is installed between main transverse axis (5) and support (4) corresponding site, secondary scale (12) is installed between countershaft (8) and pedestal (10) corresponding site;The rotation of above-mentioned horizontal rotation platform (2), main transverse axis (5) and countershaft (8) is electronic.
10. a new type high temperature forging measurement device, it is characterised in that: being arranged around some survey stations point at high-temperature forging, the mutual alignment relation between survey station point determines that;nullEach survey station point is arranged a measurement apparatus,Every measurement apparatus 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 in upper and around vertical pivot (9) the axial line (9a) of pedestal (1) and rotates,Main transverse axis (5) that is that support (4) is provided with level and that can rotate around Pivot Point Center line,The axial line (5a) of main transverse axis (5) intersects with the axial line (9a) of vertical pivot (9),Form main intersection point,Main transverse axis (5) is fixed with No. ten main observation devices (6-10),No. ten main observation devices (6-10) are a laser instrument,Its optical axis is called No. ten subjective surveys line (6-10a),No. ten subjective surveys line (6-10a) are by main intersection point and the axial line (5a) being perpendicular to main transverse axis (5),Main transverse axis (5) is provided with pedestal (10),Pedestal (10) is provided with the countershaft (8) that can rotate around Pivot Point Center line,The axial line (8a) of countershaft (8) becomes spatial vertical with No. ten subjective surveys line (6-10a),And intersect vertically with the axial line (5a) of main transverse axis (5),Form auxiliary intersection point,Countershaft (8) is fixed with No. ten secondary observation devices (7-10),No. ten secondary observation devices (7-10) are an in-built CCD digital camera telescope,Its collimation axis is called No. ten secondary survey line (7-10a),No. ten secondary survey line (7-10a) are by auxiliary intersection point and the axial line (8a) being perpendicular to countershaft (8),No. ten subjective surveys line (6-10a) and No. ten secondary survey line (7-10a) are in same plane;Horizontal limb (3) is installed between vertical pivot (9) and horizontal rotation platform (2), main dial (11) is installed between main transverse axis (5) and support (4) corresponding site, secondary scale (12) is installed between countershaft (8) and pedestal (10) corresponding site;The rotation of above-mentioned horizontal rotation platform (2), main transverse axis (5) and countershaft (8) is electronic.
11. a new type high temperature forging measurement device, it is characterised in that: being arranged around some survey stations point at high-temperature forging, the mutual alignment relation between survey station point determines that;nullEach survey station point is arranged a measurement apparatus,Every measurement apparatus 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 in upper and around vertical pivot (9) the axial line (9a) of pedestal (1) and rotates,Main transverse axis (5) that is that support (4) is provided with level and that can rotate around Pivot Point Center line,The axial line (5a) of main transverse axis (5) intersects with the axial line (9a) of vertical pivot (9),Form main intersection point,Main transverse axis (5) is fixed with the main observation device of ride on Bus No. 11 (6-11),The main observation device of ride on Bus No. 11 (6-11) is a laser instrument,Its optical axis is called ride on Bus No. 11 subjectivity survey line (6-11a),Ride on Bus No. 11 subjectivity survey line (6-11a) is by main intersection point and the axial line (5a) being perpendicular to main transverse axis (5),Main transverse axis (5) is provided with pedestal (10),Pedestal (10) is provided with the countershaft (8) that can rotate around Pivot Point Center line,The axial line (8a) of countershaft (8) becomes spatial vertical with ride on Bus No. 11 subjectivity survey line (6-11a),And intersect vertically with the axial line (5a) of main transverse axis (5),Form auxiliary intersection point,Countershaft (8) is fixed with ride on Bus No. 11 pair observation device (7-11),Ride on Bus No. 11 pair observation device (7-11) is a laser instrument,Its optical 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;Support (4) is upper connects a CCD digital camera (14);Horizontal limb (3) is installed between vertical pivot (9) and horizontal rotation platform (2), main dial (11) is installed between main transverse axis (5) and support (4) corresponding site, secondary scale (12) is installed between countershaft (8) and pedestal (10) corresponding site;The rotation of above-mentioned horizontal rotation platform (2), main transverse axis (5) and countershaft (8) is electronic.
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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102010035870A1 (en) * 2010-08-30 2012-03-01 Bundesrepublik Deutschland, vertr.d.d. Bundesministerium für Wirtschaft und Technologie, d.vertr.d.d. Präsidenten der Physikalisch-Technischen Bundesanstalt Method for increasing precision of e.g. trimming machine to trim circuit board, involves computing corrected coordinates from position machine coordinates and deviation of machine and metrology frame coordinates of effector actual position
JP2013019704A (en) * 2011-07-07 2013-01-31 Toyota Motor East Japan Inc Three-dimensional measurement system and three-dimensional measurement method
CN104165584A (en) * 2013-05-17 2014-11-26 上海三菱电梯有限公司 Non-contact high-precision calibration method and application of base reference coordinate system of robot
CN104602870A (en) * 2012-09-11 2015-05-06 赫克斯冈技术中心 Coordinate measuring machine

Family Cites Families (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62165105A (en) * 1986-01-17 1987-07-21 Kobe Steel Ltd Shape measuring instrument
CN1200325C (en) * 2003-07-29 2005-05-04 中国科学院上海光学精密机械研究所 Amplifying holographic device for axle recorded phase difference
CN101216294B (en) * 2008-01-10 2010-10-13 上海交通大学 Large-sized forgeable piece three-dimensional size and temperature on-line detection device
US7643135B1 (en) * 2008-12-05 2010-01-05 Leica Geosystems Ag Telescope based calibration of a three dimensional optical scanner
CN101571383A (en) * 2009-05-05 2009-11-04 中国科学院长春光学精密机械与物理研究所 Detecting device for measuring difference of relative radius of curvature between sub-lenses of sphere surface spliced telescope
CN101713640B (en) * 2009-09-30 2011-08-03 大连理工大学 Non-contact measurement method for thermal state sizes of forgings
CN102564232A (en) * 2010-12-08 2012-07-11 胡风学 Three-shaft rotary aiming structure
CN202057325U (en) * 2011-04-28 2011-11-30 长春工业大学 Distance meter with two test lenses
CN102589432A (en) * 2012-02-17 2012-07-18 华北水利水电学院 Field calibration device of high-temperature forging structure light photography measurement system
CN103411530B (en) * 2012-12-06 2015-10-21 中国第一重型机械股份公司 Large free forging part size on-line measurement device and method
CN104075688B (en) * 2013-03-29 2016-09-28 中原工学院 A kind of binocular solid stares the distance-finding method of monitoring system
CN104075667B (en) * 2014-06-25 2016-09-21 中国科学院光电技术研究所 A kind of based on circular scanning slope extraction aspheric surface measurement system and method

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102010035870A1 (en) * 2010-08-30 2012-03-01 Bundesrepublik Deutschland, vertr.d.d. Bundesministerium für Wirtschaft und Technologie, d.vertr.d.d. Präsidenten der Physikalisch-Technischen Bundesanstalt Method for increasing precision of e.g. trimming machine to trim circuit board, involves computing corrected coordinates from position machine coordinates and deviation of machine and metrology frame coordinates of effector actual position
JP2013019704A (en) * 2011-07-07 2013-01-31 Toyota Motor East Japan Inc Three-dimensional measurement system and three-dimensional measurement method
CN104602870A (en) * 2012-09-11 2015-05-06 赫克斯冈技术中心 Coordinate measuring machine
CN104165584A (en) * 2013-05-17 2014-11-26 上海三菱电梯有限公司 Non-contact high-precision calibration method and application of base reference coordinate system of robot

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
毕超: "高温锻件视觉测量技术研究", 《中国优秀硕士学位论文全文数据库 信息科技辑》 *

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